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Home My WebLink About20260007 92 North St Area Variance ApplicationRevised 01/2021 $PP/,&$7,21 )2R: ,17(535(7$7,2186(9 $5,$1&( $5($9$5,$1&($1'259$5,$1&((;7(16,21 APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT Name Address Phone / / / Email *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 the premises: Owner Lessee Under option to lease or purchase PROPERTY INFORMATION 1.Property Address/Location: Tax Parcel No.: ________.______ - ______ - ______ (for example: 165.52 – 4 – 37 ) 2.Date acquired by current owner:3.Zoning District when purchased: 4.Present use of property:5.Current Zoning District: 6. Has a previous ZBA application/appeal been filed for this property? Yes (when? For what? ) No 7. Is property located within (check all that apply)?:  Historic District Architectural Review District 500’ of a State Park, city boundary, or county/state highway? 8. Brief description of proposed action: Yes No Yes No ,s tKere Dn DctiYe Zritten YioODtion Ior tKis pDrceO" Has the work, use or occupancy to which this appeal relates already begun? Identify the type of appeal you are requesting (check all that apply): INTERPRETATION (p. 2) VARIANCE EXTENSION (p. 2) USE VARIANCE (pp. 3-6) AREA VARIANCE (pp. 6-7) $ppOicDnt 2Zner $ttorne\$Jent3ULPDU\&RQWDFW3HUVRQ **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** [FOR OFFICE USE] _____________BB $SSOLFDWLRQ _________BB_ 'DWHUHFHLYHG @@@@@@@@@@@@@@@@@@@@@@@@@@ 3URMHFW7itOe &KecN iI P+ Required 6tDII ReYieZ BBBBBBBBBBBBBBB CITY OF SARATOGA SPRINGS =21,1*%2$5'2)$33($/6 &,7< +$// %R2$D:$< 6$R$72*$ 6PR,1*6 1(: <2R. 7(/: ; ZZZVDUDWRJDVSULQJVRUJ Revised 01/2021 ZONING BOARD OF APPEALS APPLICATION FORM PAGE 2 INTERPRETATION – PLEASE ANSWER THE FOLLOWING (add additional information as necessary): 1.Identify the section(s) of the Zoning Ordinance for which you are seeking an interpretation: Section(s) 2.How do you request that this section be interpreted? 3.If interpretation is denied, do you wish to request alternative zoning relief?  Yes No 4.If the answer to #3 is “yes,” what alternative relief do you request?  Use Variance  Area Variance EXTENSION OF A VARIANCE – PLEASE ANSWER THE FOLLOWING (add additional information as necessary): 1.Date original variance was granted: ________________2. Type of variance granted?  Use  Area 3.Date original variance expired: ____________________ 5.Explain why the extension is necessary. Why wasn’t the original timeframe sufficient? When requesting an extension of time for an existing variance, the applicant must prove that the circumstances upon which the original variance was granted have not changed. Specifically demonstrate that there have been no significant changes on the site, in the neighborhood, or within the circumstances upon which the original variance was granted: Appraisal Assumptions: Revised 01/2021 ZONING BOARD OF APPEALS APPLICATION FORM PAGE 3 USE VARIANCE – PLEASE ANSWER THE FOLLOWING (add additional information as necessary): A use variance is requested to permit the following: For the Zoning Board to grant a request for a use variance, an applicant must prove that the zoning regulations create an unnecessary hardship in relation to that property. In seeking a use variance, New York State law requires an applicant to prove all four of the following “tests”. 1.That the applicant cannot realize a reasonable financial return on initial investment for any currently permitted use on the property. “Dollars & cents” proof must be submitted as evidence. The property in question cannot yield a reasonable return for the following reasons: A.Submit the following financial evidence relating to this property (attach additional evidence as needed): 1) Date of purchase:Purchase amount: $ 2) Indicate dates and costs of any improvements made to property after purchase: Date Improvement Cost 3)Annual maintenance expenses: $4) Annual taxes: $ 5) Annual income generated from property: $ 6) City assessed value: $ Equalization rate: Estimated Market Value: $ 7) Appraised Value: $ Appraiser: Date: Revised 01/2021 ZONING BOARD OF APPEALS APPLICATION FORM PAGE 4 B.Has property been listed for sale with Yes If “yes”, for how long? _______________________________ the Multiple Listing Service (MLS)?No 1) Original listing date(s): Original listing price: $ If listing price was reduced, describe when and to what extent: 2) Has the property been advertised in the newspapers or other publications?Yes No If yes, describe frequency and name of publications: 3) Has the property had a “For Sale” sign posted on it?  Yes No If yes, list dates when sign was posted: 4) How many times has the property been shown and with what results? 2.That the financial hardship relating to this property is unique and does not apply to a substantial portion of the neighborhood. Difficulties shared with numerous other properties in the same neighborhood or district would not satisfy this requirement. This previously identified financial hardship is unique for the following reasons: Revised 01/2021 ZONING BOARD OF APPEALS APPLICATION FORM PAGE 5 3.That the variance, if granted, will not alter the essential character of the neighborhood. Changes that will alter the character of a neighborhood or district would be at odds with the purpose of the Zoning Ordinance. The requested variance will not alter the character of the neighborhood for the following reasons: 4.That the alleged hardship has not been self-created. An applicant (whether the property owner or one acting on behalf of the property owner) cannot claim “unnecessary hardship” if that hardship was created by the applicant, or if the applicant acquired the property knowing (or was in a position to know) the conditions for which the applicant is seeking relief. The hardship has not been self-created for the following reasons: Revised 01/2021 ZONING BOARD OF APPEALS APPLICATION FORM PAGE 6 AREA VARIANCE – PLEASE ANSWER THE FOLLOWING (add additional information as necessary): The applicant requests relief from the following Zoning Ordinance article(s) Dimensional Requirements District Requirement Requested Other: To grant an area variance, the ZBA must balance the benefits to the applicant and the health, safety, and welfare of the neighborhood and community, taking into consideration the following: 1.Whether the benefit sought by the applicant can be achieved by other feasible means. Identify what alternatives to the variance have been explored (alternative designs, attempts to purchase land, etc.) and why they are not feasible. 2.Whether granting the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Granting the variance will not create a detriment to nearby properties or an undesirable change in the neighborhood character for the following reasons: Revised 01/2021 ZONING BOARD OF APPEALS APPLICATION FORM PAGE 7 3.Whether the variance is substantial. The requested variance is not substantial for the following reasons: 4.Whether the variance will have adverse physical or environmental effects on neighborhood or district. The requested variance will not have an adverse physical or environmental effect on the neighborhood or district for the following reasons: 5.Whether the alleged difficulty was self-created (although this does not necessarily preclude the granting of an area variance). Explain whether the alleged difficulty was or was not self-created: Revised 01/2021 ZONING BOARD OF APPEALS APPLICATION FORM PAGE 8 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 and nature and extent of this interest must be filed with this application. APPLICANT 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 Zoning Board of Appeals. 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. Furthermore, I/we hereby authorize the members of the Zoning Board of Appeals and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this appeal. 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: Revised 01/2021 INSTRUCTIONS APPEAL TO THE ZONING BOARD FOR AN INTERPRETATION, USE VARIANCE, AREA VARIANCE AND/OR VARIANCE EXTENSION APPLICATION REQUIREMENTS 1ELIGIBILITY: To apply for relief from the City’s Zoning Ordinance, an applicant must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. The Zoning Board of Appeals (ZBA) shall not accept any application for appeal that includes a parcel which has a written violation from the Zoning and Building Inspector that is not the subject of the application. 2COMPLETE SUBMISSIONS: Applicants a re e ncouraged to w ork w ith City s taff to e nsure a c omplete application. TheZBA w ill only c onsider p roperly c ompleted a pplications that contain 1 original and 1 d igital version of the following: Completed application pages 1 and 8, the pages relating to the requested relief (p. 2 for interpretationor extension, pp. 3-5 for use variance, pp. 6-7 for area variance), and any additional supporting materials/ documentation. **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** Completed SEQR Environmental Assessment Form – short or long form as required by action. http://www.dec.ny.gov/docs/permits_ej_operations_pdf/seafpartone.pdf Detailed “to scale” drawings of the proposed project – folded and no larger than 24”x 36”. Identify all existing and proposed structures, lot boundaries and dimensions, and the relationship of structures to the lot dimensions. Also, include any natural or manmade features that might affect your property (e.g., drains, ponds, easements, etc.). Photographs showing the site and subject of your appeal, and its relationship to adjacent properties. 3APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance”. 3&'&3505)&$633&/5'&&803,4)&&5*/$-6%&%*/5)*4%0$6.&/5 Check City’s website (www.saratoga-springs.org) for meeting dates. CITY OF SARATOGA SPRINGS Z ONING B OARD OF A PPEALS City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 X2533 www.saratoga-springs.org Revised 01/2021 ZONING BOARD APPEAL APPLICATION INSTRUCTIONS PAGE 2 PUBLIC HEARING ADVERTISEMENT The Zoning B oard o f A ppeals is r equired to ho ld a p ublic he aring o n e ach s ubmitted application w ithin n inety (90) days from when it is determined to be properly complete by City staff. &it\ stDII ZiOO prepDre D OeJDO notice Ior tKe puEOic KeDrinJ Dnd DrrDnJe to KDYe tKe puEOic KeDrinJ Dnnouncement printed in tKe OeJDO notice section oI D OocDO puEOicDtion Dt OeDst dD\s EeIore tKe KeDrinJ PROPERTY OWNER NOTIFICATION Applicants are required t o m ail a c opy o f t he p ublic he aring legal notice t o a ll property o wners w ithin t he f ollowing distances from the boundaries of the land in question: Type of variance Distance for property owner notification Use variance 250 feet Area variance & Interpretation 100 feet This notice must be sent at least 7 days but not more than 20 days before the date of the public hearing. City staff will email a copy of the “property owner notification letter” to the applicant. The applicant must then send the notification letter to the nearby property owners. Applicants may not include any other materials in this mailing. The mailing must be certified by the U.S. Post Office. Prior to the public hearing, applicants must present the Post Office “certificates of mailing” to the ZBA. If “certificates of mailing” are not presented prior to the hearing, the hearing will be cancelled. 6 Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):Agriculture □ Urban □ Forest SEAF 2019 Parkland Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 12.a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ 3080 w/ 2-12" S.L. & 12" Transom 108" Hdr. Ht 12 3 Maintain 48" Min Ground cover over bottom of footings. 12 12 12 12 12 12 1'-0" 6'-1 1/2"4'-0"7'-10 1/2"4'-0"7'-10 1/2"4'-0"6'-1 1/2" 1'-0" 4'-11" 33'-3 1/2" +/- Provide Flashing @ Slab / house intersection to prevent water incursion. Slab to be pitched to provide positive drainage away from house Arch. Shingles Cont Ridge Venting TW 2032 w/ Black-out kit (typical) Wrap Porch Beam w/ Trim Standing seam Roofing with snow guards (Roof profile & Guard style to be selected by owner) Certainteed landmark pro colonial slate asphalt shingle roof DORMER FLASHING & WEATHERPROOFING Roof-to-wall connections: Provide full step flashing interwoven with shingles, counter flashing behind siding, and Ice & Water Shield extending up the cheek walls. Include headwall flashing at dormer roof intersections, pan flashing at windows, and metal kickouts at gutter tie-ins BKT8X6 by Fypon or Eq. @ 24" o.c. Over 5/4 X 8 Frieze Board 12" Round tapered Permacast Plus Column w/ Tuscan cap & Base or Eq. 3/12 Pitch 12" OH ICE & WATER SHIELD @ EAVES Self-adhering Ice & Moisture barrier to extend up roof plane to a line equal or greater than 24" inside line of conditioned space. (Typical) 12" OH See Detail on A-4 12 3 Maintain 48" Min Ground cover over bottom of footings. 12 12 12 12 12 12 3080 w/ 2-12" S.L. & 12" Transom 108" Hdr. Ht 1'-0" 6'-1 1/2"4'-0"7'-10 1/2"4'-0"7'-10 1/2"4'-0"6'-1 1/2" 1'-0" 4'-11" 33'-3 1/2" +/- Provide Flashing @ Slab / house intersection to prevent water incursion. Slab to be pitched to provide positive drainage away from house Arch. Shingles Cont Ridge Venting TW 2032 w/ Black-out kit (typical) Wrap Porch Beam w/ Trim Standing seam Roofing with snow guards (Roof profile & Guard style to be selected by owner) Certainteed landmark pro colonial slate asphalt shingle roof DORMER FLASHING & WEATHERPROOFING Roof-to-wall connections: Provide full step flashing interwoven with shingles, counter flashing behind siding, and Ice & Water Shield extending up the cheek walls. Include headwall flashing at dormer roof intersections, pan flashing at windows, and metal kickouts at gutter tie-ins BKT8X6 by Fypon or Eq. @ 24" o.c. Over 5/4 X 8 Frieze Board 12" Round tapered Permacast Plus Column w/ Tuscan cap & Base or Eq. 3/12 Pitch 12" OH ICE & WATER SHIELD @ EAVES Self-adhering Ice & Moisture barrier to extend up roof plane to a line equal or greater than 24" inside line of conditioned space. (Typical) 12" OH See Detail on A-4 3080 w/ 2-12" S.L. & 12" Transom 108" Hdr. Ht Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Front Elevation 3/16"=1'-0" Front Elevation Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-1 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Proposed Custom Home #92 North St Saratoga Springs, NY Kick-Out Flashing Detail N.T.S. 2880 FWG 12080-4 4-12" tall Equal Transoms 108" Hdr. Ht Maintain 48" Min Ground cover over bottom of footings. 12 6 12 6 42"42" Arch. Shingles Cont Ridge Venting Kick-Out flashing Shingled Roof Return. Extend Roof Return out 4" past Gable Fascia 9' Foundation 6" Fascia w/ 1X3 Shadow Board Steps & Rails to Grade per R311 & R312 12" OH ICE & WATER SHIELD @ EAVES Self-adhering Ice & Moisture barrier to extend up roof plane to a line equal or greater than 24" inside line of conditioned space. (Typical) 5/4 X 6 Frieze Trim 36" tall (min) Rails per R312 Maintain 48" Min Ground cover over bottom of footings. 12 6 12 6 42"42" Arch. Shingles Cont Ridge Venting Kick-Out flashing Shingled Roof Return. Extend Roof Return out 4" past Gable Fascia 9' Foundation 6" Fascia w/ 1X3 Shadow Board Steps & Rails to Grade per R311 & R312 12" OH ICE & WATER SHIELD @ EAVES Self-adhering Ice & Moisture barrier to extend up roof plane to a line equal or greater than 24" inside line of conditioned space. (Typical) 5/4 X 6 Frieze Trim 36" tall (min) Rails per R312 2880 FWG 12080-4 4-12" tall Equal Transoms 108" Hdr. Ht Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Rear Elevation 3/16"=1'-0"Rear Elevation Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-2 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. 2868 2868 12 12 12 12 12 3 Maintain 48" Min Ground cover over bottom of footings. 4-#4 Bar in Fdn wall above Egress window Opening 36" Arch. Shingles Cont Ridge Venting 6" Fascia w/ 1X3 Shadow Board 5/4 X 6 Frieze Trim Shingled Roof Return. Extend Roof Return out 4" past Gable Fascia BKT8X6 by Fypon or Eq. Cont' Ridge Venting (typ) 9' Foundation Provide Flashing @ Slab / house intersection to prevent water incursion. Slab to be pitched to provide positive drainage away from house 6" SLAB Standing seam Roofing with snow guards (Roof profile & Guard style to be selected by owner) 6" Fascia w/ 1X3 Shadow Board ICE & WATER SHIELD @ EAVES Self-adhering Ice & Moisture barrier to extend up roof plane to a line equal or greater than 24" inside line of conditioned space. (Typical) 12 12 12 12 12 3 Maintain 48" Min Ground cover over bottom of footings. 4-#4 Bar in Fdn wall above Egress window Opening 36" Arch. Shingles Cont Ridge Venting 6" Fascia w/ 1X3 Shadow Board 5/4 X 6 Frieze Trim Shingled Roof Return. Extend Roof Return out 4" past Gable Fascia BKT8X6 by Fypon or Eq. Cont' Ridge Venting (typ) 9' Foundation Provide Flashing @ Slab / house intersection to prevent water incursion. Slab to be pitched to provide positive drainage away from house 6" SLAB Standing seam Roofing with snow guards (Roof profile & Guard style to be selected by owner) 6" Fascia w/ 1X3 Shadow Board ICE & WATER SHIELD @ EAVES Self-adhering Ice & Moisture barrier to extend up roof plane to a line equal or greater than 24" inside line of conditioned space. (Typical) 2868 2868 12 12 12 12 Maintain 48" Min Ground cover over bottom of footings. 36" 9' Foundation Provide Flashing @ Slab / house intersection to prevent water incursion. Slab to be pitched to provide positive drainage away from house5/4X6 Vinyl Frieze Boards Arch. Shingles flashing Wrap Porch Beam w/ Trim Shingled Henswing Roof return Extend return out 4" past Gable Facsia (typ) Cont' Ridge Venting (typ) 12" Load Brg. Columns by HB&G or Equal 6" Fascia w/ 1X3 Shadow Board Exterior Crown Molding ICE & WATER SHIELD @ EAVES Self-adhering Ice & Moisture barrier to extend up roof plane to a line equal or greater than 24" inside line of conditioned space. (Typical) 12 12 12 12 Maintain 48" Min Ground cover over bottom of footings. 36" 9' Foundation Provide Flashing @ Slab / house intersection to prevent water incursion. Slab to be pitched to provide positive drainage away from house5/4X6 Vinyl Frieze Boards Arch. Shingles flashing Wrap Porch Beam w/ Trim Shingled Henswing Roof return Extend return out 4" past Gable Facsia (typ) Cont' Ridge Venting (typ) 12" Load Brg. Columns by HB&G or Equal 6" Fascia w/ 1X3 Shadow Board Exterior Crown Molding ICE & WATER SHIELD @ EAVES Self-adhering Ice & Moisture barrier to extend up roof plane to a line equal or greater than 24" inside line of conditioned space. (Typical) Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Right Elevation 1/8"=1'-0" Left Elevation 1/8"=1'-0" Side Elevations Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-3 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. 12 12 4'-11" 6" Fascia w/ 1X3 Shadow Board 4 5/8" Exterior Grade Crown Molding Flashing above Built-Up 6" Crown 6" Exterior Grade Crown at Window head and wrapped under Dormer soffit 3/4" X 2" Panel side casing 1X4 Head Casing Smooth Flat recessed Panel 5/4 Sill w/ Apron 1X6 Apron (Rip down as necessary) 1X3 Ripped to 3" for Fascia Galv Drip edge for Roofing Asphalt Shingles to match main Roof 12/12 Pitch 1/2" OSB Roof sheathing w/ H-clips 2X8 Rafters @ 24" o.c. Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-4 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Front Perspective N.T.S. Rear Left Perspective N.T.S. Right Perspective N.T.S. Front / Left Perspective N.T.S. Front / Left Perspective N.T.S. Exterior Perspectives Dormer DetailsDORMER DETAIL 1/2" = 1'-0" R404.1.2 (1) Minimum horizontal Reinforcement for Concrete Basement Walls Max Unsupported Height of Basement Walls (feet) Location of Horizontal Reinforcement Less than or Eq to 8' 1 - #4 Bar within 12" of the top of the wall & 1 - #4 bar near mid-height of the wall Over 8' 1 - #4 Bar within 12" of the top of the wall & 1 - #4 bar near third points of the wall Bowman Kemp Egress System UP Unexcavated SD CO BASEMENT SLAB NOTE: 4" POURED CONCRETE SLAB.(3,000 PSI MIN) R.O.B. GRAVEL OR CRUSHED STONE SUB-BASE 6 MIL POLY VAPOR BARRIER Unexcavated 8"CL 4'-5 1/2"CL 14'-8 1/4"CL 16'-10 3/8"11'-11 7/8"8" 3'-4"3'-4" 8'-5" 8'-5" 8'-5" 8'-5" 40'-0" 16'-4 1/2" 18'-7 1/2" 35'-0" 5'-0" 49'-4"7'-10" 57'-2" 2'-0" 1'-0" 4'-0"8'-2" 8" 3'-3" 8" 5'-5"8"6'-10" 7'-10"20'-8"30'-8" 59'-2" 2'-10" 4'-7" 8'-5" 8'-5" 8'-5" 8'-5" 5'-0" 8'-11 3/4" 8'-11 3/4" 15'-8 1/2" 83 1/2" Rgh Opg 4'-6" 9'-6" 17'-11 1/2" CL14'-3 3/4" Dropped LVL Basement Bearing Beams Beam #1 2-9½" Microllams Beam #2 3-11 7/8" Microllams Beam #3 3-9½" Microllams FLOOR FRAMING 2X12 SPF #1 or #2 @16 o.c. (Bridging @ mid-span) J J Basement Stairs 15R @ 7 13/16" 14T @ 9" + 1 1/8" Nosing Handrails - 34"-38" Above Tread Dbl 11¼" LVL Joists @ Stair openings (typ) BEAM #2 BEAM #1 BEAM #3 TYP COLUMN & PAD FTG. 3½" Adj Stl Col on 30X30X12" Conc. Ftg 4-#4 Rebar Each way 2" Slab Ledge 10" Foundation Wall (Shaded) 2" Slab Ledge (Hatched) J BASEMENT PLAN NOTES SCHEDULE TYPICAL FOUNDATION INSUL 3½" R-15 F.G. BLANKET WRAP INSUL. FULL HT FASTEN TO PT FURRING STRIP TOP & BOTTOM 8"X16" PILASTER W/ 4-#4 BAR VERT SEE DETAIL THIS SHEET. (CENTER ON WALL) SUMP PIT TO BE FIELD LOCATED 2X4 PARTITION @ STAIRS (TYPICAL) BASEMENT WALL INSULATION AT STAIRS 2" DOW WALLMATE® RIGID INSULATION 2X VERT FURRING @ 24" O.C. ½" GYP BD 4-#4 BAR IN FDN. WALL ABOVE EGRESS WINDOW. BAR TO EXTEND 12" PAST EDGE OF OPENING ON EA. SIDE 11 22 33 44 55 66112233445566 11 22 S.P. 33 2" Slab Ledge (Hatched) J J J J Beam Pocket (Typ.) (4" Bearing min) 8" Fdn Wall 22 PORCH SLAB NOTE:(Typ Front & Rear Porches) 6" POURED CONCRETE SLAB. CONCRETE TO BE (3,500 PSI MIN) WITH 6% AIR ENTRAINMENT per TABLE R402.2 6x6 10/10 WWM OR FIBROUS REINFORCEMENT ADMIXTURE. R.O.B. GRAVEL OR CRUSHED STONE SUB-BASE 44 55 8" Fdn Wall 8" Fdn Wall 8" Fdn Wall 1 A-11 1 A-11 1 A-12 1 A-12 1 A-12 1 A-12 1 A-11 1 A-11 66 J 16" 8"8" 28" 6"8"6" 20" 4-#4 Bar w/ #2 Stirrups @ 16" o.c. 20" w X 10" d Footing Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Foundation Plan Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-5 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. FOUNDATION PLAN TYP NOTES 1) Columns - 3½" Sch 40 Steel Adjustable Column by Tel-O-Post or Eq. STANDARD END PLATE: 4¼" x 7½" x .120" SW IVEL END PLATE: 4" x 6" x .120" 2) Pier Footings - 30"x30"x12" Poured concrete w/ 4-#4 Bar E.W. 3) Field Locate Sump Pit as necessary 4) Typ Found Walls - 8" thick (3,000 psi min) 1-#4 bar Horiz @ top & Mid-Point of wall 5) Typ Strip Footings - 10"X20" w/ 2-#4 Bar Cont. (2,500 psi min) 6) Exposed Concrete Slabs-For Porches, carport slabs and steps exposed to the weather, and garage floor slabs, Concrete shall be 5-7 air-entrained and be a min of 3,500 psi. 7) Bottom of footings to be 48" below fin Grade min 8) Provide Anchor Bolts w/ nuts & Washers @ 6' o.c. and 12" from corners. Bolts to be placed in middle 1/3 of sill plate 9) Brace Foundation walls prior to backfill 10) Install Solid Blkg under all point loads to provide continuous support to Foundation. 11) Backfill with well draining granular material (R.O.B. Gravel or Sand) 12) Basement Shall be provided with at least 1 Emergency Escape and rescue opening opening directly to the exterior per R310 Foundation Plan 1/8"=1'-0" Assumed On-site soil is Sand. Vert Foundation Wall Reinforcing No Vert Reinf Req'd for 8' Wall #4 Bar @ 16" o.c. for 9' Wall Pilaster Detail ½"=1'-0" SD CO SD Hard Wired / Interconnected Combination Smoke / CO Detector Hard W ired / Interconnected Smoke Detector LEGEND Outdoor Temp Rated Heat Detector HD 22"X30" Attic access Bath Fan / Light Combo Bath Vent Fan DN D/W 3068 3068 4068 TW2862 96" Hdr. Ht TW2862 96" Hdr. Ht 3080 w/ 2-12" S.L. & 12" Transom 108" Hdr. Ht TW2862 96" Hdr. Ht TW2862 96" Hdr. Ht GAS FP TW2862 96" Hdr. Ht TW2862 96" Hdr. Ht CW145 96" Hdr. Ht CW145 96" Hdr. Ht CW145 96" Hdr. Ht 2668 TW20310 96" Hdr. Ht 2880 5068 3068 4668 4068 5068 2668 TW2042 90" Hdr. Ht TW2042 90" Hdr. Ht 2668 5068 FWG 12080-4 4-12" tall Equal Transoms 108" Hdr. Ht 2668 4068 2868 TW3052-2 96" Hdr. Ht 4068 UP SD CO SD 44'-2"7'-0" 49'-2"8'-0" 8'-2 1/2" 8'-0" 7'-7" 8'-0" 8'-2 1/2" 35'-0" 15'-9" 19'-3" 5'-0" 57'-2" 19'-1"16'-5"11'-11 1/2" 5'-10 1/2" 9'-3 1/2" 18'-4" 10'-3 1/2" 5'-0" 7'-4"11'-11 1/2" 3'-8 1/2"3'-4" 14'-5" 6'-0" 4'-0" 2'-1" 5'-0" 3'-6" 8'-9 1/2" 2'-1" 11'-0"7'-4" 8'-4" 14'-0" 5'-6" 3'-10" 4'-6"4'-0" 11'-2 1/2"3'-0"4'-11" 6'-0" 1'-9" 6'-5"3'-7"13'-8" 40'-0" 3'-0" 5'-6" 5'-6"10'-7 1/2" 7'-4" 16'-4 1/2" 9'-7 1/2" 9'-7 1/2" 4'-0" 3'-9" 8'-0" 3'-0" 5'-4 1/2" 3'-3"6'-4 1/2"39'-6 1/2" 24" 24" 24"24" 4'-3" 7'-9" 8'-0" 8'-0" 7'-9" 4'-3" 59'-2" 2'-5 7/8"2'-5 7/8" 20'-6" 112 SQ FT 117 SQ FT 118 SQ FT 165 SQ FT 32 SQ FT 98 SQ FT 337 SQ FT 189 SQ FT 275 SQ FT 95 SQ FT 1657 sq ft GRT ROOM KITCHEN DINING PLAYROOM PORCH HALL MUD RM FOYER PANTRY Recessed Side entry OFFICE Refer to separate kitchen layout for final cabinet & appliance locations 11 GENERAL NOTE SCHEDULE COFFERED CEILING 3-CW145 SINGLE CASEMENTS W/ SINGLE 2X6 SUPPORT MULLION BETWEEN (LOCATE PER KITCHEN LAYOUT) LOCATE OPG. PER KITCHEN LAYOUT FRAME OUT STRUCTURAL BEAM AND WRAP W/ MIRATEC OR EQ EXTERIOR TRIM. FINISHED BEAM TO BE 1½" (MIN) WIDER THAN COLUMN CAP 12" DROPPED TRAY CEILING TYP. FRONT PORCH COLUMNS 12" ROUND TAPERED PERMACAST PLUS COLUMN W/ TUSCAN CAP & BASE OR EQ. INSTALL PER MFR' SPECS PT 8X8 POST WRAPPED W/ EXTERIOR TRIM 8" DROPPED TRAY CEILING 11 22 33 44 55 66 77 881122334455667788 22 33 77 44 88 55 66 77 1 A-7 1 A-7 1 A-11 1 A-11 1 A-12 1 A-12 1 A-12 1 A-12 1 A-11 1 A-11 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Floor Plan-1st Floor Plan-1st 1/8"=1'-0" Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-6 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. GENERAL NOTES 1) Exterior Headers = 2-2X10's unless noted otherwise. 2) W indow Header Height - 83 3/8" Unless noted otherwise. 3) 2X6 walls are shown @ 5½" Thickness Typ Exterior wall construction classified as CS-WSP (Continuously Sheathed Wood structural panel) 4) 2X4 walls are shown @ 3½" Thickness 5) 2X6 Garage Common walls are shown @ 5½" Thickness 6) Interior Bearing & Braced Walls are shown hatched. Braced walls to conform to R602.10 Braced gypsum faced walls to be fastened @ 7" o.c.(edge & field) per R602.3.1 7) Solid Blocking under bearing points to be continuous to Foundation / Beam, or other support structure. 8) Center doors between adjacent walls unless dimensioned otherwise 9) W hole House Ventilation Provide Exhaust fan on Timer per 403.6 of the IECC 2020 Fan to be rated at min 90 cfm (3.5 cfm/watt) w/Timer, 6"Rigid Duct size WINDOW FALL PROTECTION W here top of the sill of an operable window opening is located less than 24 inches above finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, window shall be provided with a window opening control device that after operation to release, the device shall allow the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required by Section R310.2.1. DN UP 3 : 12 3 : 12 3 : 12 CL 6'-7 1/4" CL 19 1/4" CL 4 3/4" CL 15'-7" Post C.L. - Post C.L. 4 3/4" 39'-0 1/2" 7'-4" CL 8'-2 1/2" CL 8'-0" CL 7'-7" CL 8'-0" 8'-2 1/2" CL 6'-9 3/4" 4'-8 1/2" 7'-4" 9'-8" Rgh opg. 20'-6" J FLOOR FRAMING 11 7/8" Engineered I- Joists @ 16" o.c. (Layout, series and spacing per Manufacturers approved layout) RT ROOF FRAMING Roof Trusses @ 24" o.c. MT ROOF FRAMING Mono-Roof Trusses @ 24" o.c. Refer to Approved Roof truss plan by Manufacturer for final Layout. All Interior & Exterior Bearing Wall Headers to be 2-2X10's U.N.O J J J JJ J J J MT MT J1 J1 J1 Porch FLOOR FRAMING PT 2X8 Joists @ 16" o.c. 3-PT 2X12 Dropped Porch Beams. Notch 3½" into Posts and fasten w/ 3-6¾" FlatLok® structural screws by Fastenmaster or Eq. PT 8X8 Posts Wrapped w/ Ext. Trim HEADER: 2-11 7/8" Microllams 2 - 11 7/8" Microllam LVL's Flush 2 - 11 7/8" Microllam LVL's Flush 2 - 11 7/8" Microllam LVL's Flush HEADER: 2-9½" Microllams 3-2X12 Dropped Porch Beams Center Beams above Porch Posts 3-2X12 Dropped Porch Beam 3-2X12 Dropped Porch Beam C.L. of Porch Roof Beam & Columns 2X4 Bearing Wall (Hatched) 2X4 Bearing Wall (Hatched) 2X6 Bearing Wall (Hatched) Ext. Wall to C.L. of Post HEADER: 2-9½" Microllams 1 A-7 1 A-7 1 A-11 1 A-11 1 A-12 1 A-12 1 A-12 1 A-12 1 A-11 1 A-11 Non-Structural Gable soffit @ Sides to match width & depth of structural dropped beams @ Rear FRONT PORCH COLUMNS 12" Round tapered Permacast Plus Column w/ Tuscan cap & Base or Eq. 2X6 support mullion btwn ea. window unit PT 8X8 3-PT 2X12 Beam Notch Beam 3½" into Post and fasten w/ 3-8" FlatLok Screws by Fastenmaster or Eq. PT 2X8 Joists @ 16" o.c. PT 8X8 Exterior Trim 5/4 X 6 Decking Exterior Trim Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Floor Plan-1st StructuralFloor Plan-1st Structural 1/8"=1'-0" Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-7 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Beam-Post connection Detail 1/2"=1'-0" 1 A-7 1 A-7 GENERAL NOTES 1) Exterior Headers = 2-2X10's unless noted otherwise. 2) W indow Header Height - 83 3/8" Unless noted otherwise. 3) 2X6 walls are shown @ 5½" Thickness Typ Exterior wall construction classified as CS-WSP (Continuously Sheathed Wood structural panel) 4) 2X4 walls are shown @ 3½" Thickness 5) 2X6 Garage Common walls are shown @ 5½" Thickness 6) Interior Bearing & Braced Walls are shown hatched. Braced walls to conform to R602.10 Braced gypsum faced walls to be fastened @ 7" o.c.(edge & field) per R602.3.1 7) Solid Blocking under bearing points to be continuous to Foundation / Beam, or other support structure. 8) Center doors between adjacent walls unless dimensioned otherwise 9) W hole House Ventilation Provide Exhaust fan on Timer per 403.6 of the IECC 2020 Fan to be rated at min 90 cfm (3.5 cfm/watt) w/Timer, 6"Rigid Duct size SD CO SD Hard Wired / Interconnected Combination Smoke / CO Detector Hard Wired / Interconnected Smoke Detector LEGEND 22"X30" Attic access Bath Fan / Light Combo Bath Vent Fan DN TW21042 90" Hdr. Ht TW21042 90" Hdr. Ht TW2032 90" Hdr. Ht TW2032 90" Hdr. Ht 2868 2868 TW2032 90" Hdr. Ht AR31-2 96" Hdr. Ht TW2452 90" Hdr. Ht TW2862 Tempered 177" Hdr. Ht (Abv 1st Flr) 2668 TW2852 90" Hdr. Ht TW2852 90" Hdr. Ht TW2452 90" Hdr. Ht TW2852 90" Hdr. Ht TW2852 90" Hdr. Ht 2668 2668 2668 2868 2668 2668 28682468 2668 3068 2668 3068 2668 2668 2068 2668 2668 TW2032 90" Hdr. Ht TW3052-2 90" Hdr. Ht TW3052 90" Hdr. Ht TW3052 90" Hdr. Ht 2668 TW2042 90" Hdr. Ht TW2042 90" Hdr. Ht SD CO SD SD SD SD 13'-1 1/2" 3'-8" 16'-8 1/2" 9'-6"6'-9 1/2" 6'-7 1/2" 6'-1 1/2" 3'-4 1/2" 17'-1" 13'-6"12'-0"10'-4 1/2"11'-6"6'-8" 6'-2" 5'-0" 6'-0"9'-6 1/2" 3'-8" 16'-8 1/2" 16'-11" 6'-6 1/2" 15'-0 1/2" 35'-0" 49'-2" 40'-0" 20'-6"23'-8"7'-0" 4'-5" 10'-5" 4'-5" 15'-9" 6'-6"3'-5 1/2" 13'-0 1/2" 6'-9 1/2" CL 3'-10" 3'-4" 14'-4" 4'-7"5'-6" 4'-3" 7'-9" 8'-0" 8'-0" 7'-9" 4'-3" 5'-0" 5'-10 1/2" 5'-1 1/2" 2'-10" 3'-4" 2'-1" 3'-4" 3'-10 1/2" 3'-6" 17'-1" 3'-6"5'-0" 3'-0" 3'-4" 17'-5 1/4"11'-5 3/4"8'-5 1/2"9'-2" 2'-7 1/2" 5'-0" 2'-0" 4'-2" 4'-10" 6'-9" 18'-4" 3'-0"4'-2 1/2" 7'-4"11'-11 1/2" 4'-1 1/4"5'-8 1/4"8'-6 1/2"2'-2"1'-8" 9'-8 1/2"10'-3 1/2" 2'-0" 9'-8 1/2" 3'-7 1/4" 3'-0" 2'-0" 246 SQ FT 207 SQ FT 155 SQ FT 180 SQ FT 104 SQ FT 70 SQ FT 112 SQ FT 146 SQ FT 27 SQ FT 101 SQ FT 1 A-11 1 A-11 1 A-12 1 A-12 1 A-12 1 A-12 STAIRWELL 1668 sq ft CLOSET PRIMARY BDRM BEDROOM #2 GUEST PORCH BEDROOM #3 LAUNDRY BATH CLOSET 11 2ND FLOOR NOTES SCHEDULE TYP. REAR PORCH COLUMN 10" SQUARE PERMACAST + COLUMN BY HB&G OR EQ. (INSTALL PER MFR' SPECS) 36" (MIN) RAILS & NEWELS PER R312 FRAME 2-STORY STAIRWELL WALLS W/ 2X6 1.3E TIMBERSTRAND STUDS @ 16" O.C. TILE SHOWER BASE & WALLS 11 22 33 4411223344 22 33 44 1 A-11 1 A-11 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Floor Plan-2nd Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-8 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. WINDOW FALL PROTECTION W here top of the sill of an operable window opening is located less than 24 inches above finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, window shall be provided with a window opening control device that after operation to release, the device shall allow the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required by Section R310.2.1. Floor Plan-2nd 1/8"=1'-0" "Hurricane" Clip Truss Detail Horizontal L-Reinforcement All Roof Trusses to be fastened to Double Top Plate w/ Simpson H5 Clips or Equal Note: Install Continuous Lateral Bracing Perpendicular to Bottom Chords @ 10' O.C. Maximum. All Truss Work to Comply with the "Design Specification for Metal Plate Connected Wood Trusses and Quality Control Manual" of the Truss Plate Institute. 4-8d 4-8d N.T.S. Simpson Strong-Tie H5 or Equal Gable End Truss Lateral Brace Diagonal Wind Brace 2X6 Blocking (Typ) Rigid Ceiling Material. (Gyp. Bd) Directly applied End Wall Trusses @ 24" o.c.(Typ) GABLE END WIND BRACING DETAIL N.T.S. NOTE: Roof Trusses to be Certified by Truss Manufacturer. Architect to be Notified of Any and All Truss Bearing. Solid Truss Support to be Provided to Foundation. DN 12 : 12 6 : 12 6 : 12 6 : 12 12 : 12 1 A-11 1 A-11 1 A-12 1 A-12 1 A-12 1 A-12 RT ROOF FRAMING Roof Trusses @ 24" o.c. RT MT ROOF FRAMING Mono-Roof Trusses @ 24" o.c. Girder Truss w/ 3-2X6 under Ea End OT ROOF FRAMING Overbuild Roof Trusses @ 24" o.c. All Trusses in Roof & Floor Framing System shall be Approved by a NYS Design Professional Refer to Approved Roof truss plan by Manufacturer for final Layout. All Interior & Exterior Bearing Wall Headers to be 2-2X10's U.N.O HEADER: 2-9½" Microllams PT 8X8 Posts Wrapped w/ Ext. Trim 3-PT 2X12 Dropped Porch Beams. Notched into PT 8X8 Posts. Fasten w/ 3-6¾" FlatLok® structural screws by Fastenmaster or Eq. RT RT RT RTHEADER: 2-9½" Microllams OT Shaded Areas = Trussed overbuild 3-PT 2X12 Dropped Porch Beams. Notched into PT 8X8 Posts. Fasten w/ 3-6¾" FlatLok® structural screws by Fastenmaster or Eq. 1 A-11 1 A-11 Non-Structural Gable end soffit to match width & depth of structural dropped beams @ eaves Shingled Henswing Roof return Extend return out 4" past Gable Facsia (typ) Shingled Henswing Roof return Extend return out 4" past Gable Facsia (typ) Shingled Henswing Roof return Extend return out 4" past Gable Facsia (typ) 14" Insul vent Baffle Extend Sheathing up over face of raised heel truss Fasten to ea truss w/ min of 3-8d nails. Overlap Wall Plates 6" min. 12" R-38 F.G. Insul. 14" Truss heel. Ext. Wall Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Floor Plan-2nd Structural Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-9 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. TRUSS NOTE Truss design drawings & Layouts, prepared in conformance to Section R802.10.1, shall be provided to the building official and approved prior to installation or at time of framing inspection. Floor Plan-2nd Structural 1/8"=1'-0" Roof Trusses to be approved by NYS Design Professional Typ. Truss Heel Detail Structural 1/2"=1'-0" If soil conditions encountered during excavation differ from those specified, Architect / Engineer shall be notified. 8" Thick Poured Foundation Walls SOIL TYPES - GW / GP / SW / SP WALL HEIGHT = 8' Provide - No Reinf Reqd for 6' Backfill Height Provide - No Reinf Reqd for 7' Backfill Height Provide - #6 Bar @ 41" o.c. for 8' Backfill Height WALL HEIGHT = 9' Provide - No Reinf Reqd for 7' Backfill Height Provide - #4 Bar @ 16" o.c. for 7' Backfill Height OR #6 Bar @ 36" o.c. for 7' Backfill Height Provide -#6 Bar @ 35" o.c. for 9' Backfill Height FOUNDATION REINFORCING SCHEDULE FOR 8" POURED CONC. FOUNDATION WALLS SOIL TYPES - GM / GC / SM / SC / ML WALL HEIGHT = 8' Provide - No Reinf Reqd for 6' Backfill Height Provide - #4 Bar @ 16" o.c. for 7' Backfill Height OR #6 Bar @ 36" o.c. for 7' Backfill Height Provide - #6 Bar @ 35" o.c. for 8' Backfill Height WALL HEIGHT = 9' Provide - #6 Bar @ 35" o.c. for 7' Backfill Height Provide - #6 Bar @ 32" o.c. for 8' Backfill Height OR #5 Bar @ 22" o.c. for 8' Backfill Height Provide - #6 Bar @ 25" o.c. for 9' Backfill Height FOUNDATION REINFORCING SCHEDULE FOR 8" POURED CONC. FOUNDATION WALLS SANDY GRAVELLY SOIL CLAY TYPE SOILS SOIL TYPES - SC / ML / CL / CH / MH WALL HEIGHT = 8' Provide - #6 Bar @ 37" o.c. for 6' Backfill Height Provide - #6 Bar @ 35" o.c. for 7' Backfill Height OR #4 Bar @ 16" o.c. for 7' Backfill Height Provide - #6 Bar @ 26" o.c. for 8' Backfill Height WALL HEIGHT = 9' Provide - #6 Bar @ 32" o.c. for 7' Backfill Height Provide - #6 Bar @ 23" o.c. for 8' Backfill Height OR #5 Bar @ 16" o.c. for 8' Backfill Height Provide - #6 Bar @ 18" o.c. for 9' Backfill Height FOUNDATION REINFORCING SCHEDULE FOR 8" POURED CONC. FOUNDATION WALLS SILTY GRAVEL - SILTY CLAY TYPE SOILS PER TABLE R404.1.2(3) CONCRETE FOUNDATION WALLS (All Rebar specified as Grade 60) Alternate bar size and spacing allowable per R404.1.2(9) 8'-9 1/2" 1'-0" 10'-1 1/8" 1'-0 5/8" 9'-1 1/8" 1 - #4 Bar within 12" of the top of the wall & 1 - #4 bar each @ 1/3 Height of the wall (3 Rows total evenly spaced) FSK R-15 FOIL FACED BATT INSULATION FULL HT. ATTACH TO PT 5/4 X 3" FURRING STRIPS 2X12 FLOOR JOISTS @16" o.c. 3/4" OSB FLOOR SHEATHING GLUED & SCREWED DOUBLE 2" X 6" TOP PLATE FILTER FABRIC 4" DRAIN TILE TO S.S. or DAYLIGHT CRUSHED STONE FILL 7' MAXIMUM GRADE NOT TO EXCEED 7'-0" FROM TOP OF FOOTING Slope Varies 12 VINYL VENTED SOFFIT GALV. DRIP EDGE ALUM. FASCIA 2" X 6" SUB FASCIA 1/2" OSB ROOF SHEATHING w/ H-clips NYS APPRV'D 14" ENERGY HEEL TRUSSES @ 24" 0.C. HURRICANE TRUSS CLIPS @ EA END OF TRUSS 1" CONT. AIR SPACE ASPHALT SHINGLES FELT PAPER ICE & WATER SHIELD NYS APPRV'D TRUSSES @ 24" O.C. R-38 BLOWN-IN FG CEILING INSUL. 5/8" DRYWALL CEILING DOUBLE 2" X 6" TOP PLATE 5 1/2" WALL STUDS 16" O.C. 5 1/2" (R-21) WALL INSULATION VAPOR BARRIER 1/2" DRYWALL 2" X 6" BOTTOM PLATE 5 1/2" WALL STUDS 16" O.C. 5 1/2" (R-21) WALL INSULATION VAPOR BARRIER 1/2" DRYWALL 2" X 6" BOTTOM PLATE SOLID 1½" ENGINEERED RIM JOIST 1/2" DRYWALL CEILING RIM JOIST INSULATION 3/4" OSB FLOOR SHEATHING GLUED & SCREWED GRADE RIM JOIST INSULATION 6 MIL. VAPOR BARRIER 8" GRAVEL or CRUSHED STONE BASE FILTER FABRIC 4" DRAIN TILE TO S.S. or DAYLIGHT CRUSHED STONE FILL EXPANSION JOINT UNDISTURBED SOIL 10" X 20" CONT. CONCRETE FOOTING (2) #4 BARS CONT. 20" MINIMUM LAP SPLICE #4 DOWELS @ 16" O.C. (Adjust spacing to align w/ Vertical wall reinforcement if necessary) 8" POURED CONCRETE WALL-3,000psi min #4 Bar Vert @ 16" o.c. DAMP PROOFING (TO GRADE) 2" X 6" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-0" O.C. MINIMUM 12" FROM END OF RUN DBL. 4" VINYL SIDING HOUSE WRAP 7/16" OSB EXTERIOR SHEATHING BACKFILL WITH GRANULAR MATERIAL 4" CONCRETE SLAB DBL. 4" VINYL SIDING HOUSE WRAP 7/16" OSB EXTERIOR SHEATHING Refer to Approved Engineered Floor Joist layout by Boise Cascade for Full Layout Specs and Details 2X12 RIM JOIST 11 7/8" I- JOISTS @16" o.c. Refer to Approved Engineered Floor Joist layout by Joist Mfr' for Full Layout Specs and Details All Exterior walls constructed to conform to the Braced wall panel requirement for Bracing method CS-WSP per R602.10.4 (Framing adjacent to Overhead door openings to comply with method CS- PFG per R602.10.6.3 Poly Vapor Retarder in Walls to be breathable. Membrane® by Certainteed or Eq. Poly Vapor Retarder in Walls to be breathable. Membrane® by Certainteed or Eq. Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Typical Wall Section Typical Wall Section 3/8"=1'-0" Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-10 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. 2668 2668 12 12 12 12 9'-1 1/8" 1'-0 5/8" 10'-1 1/8" 1'-0" 8'-9 1/2" 9'-1 1/8"CL 7'-4" 4'-10 1/2" 8" 9'-5 1/8" 12 3 14" Heel 12" R-38 F.G. Insul. Pre-Engineered Roof trusses @ 24" o.c Unexcavated 4-#4 Bar E.W. in Post Ftg. (typ) FLOOR SYSTEM 3/4" OSB Sub-Floor-Glued and screwed 11 7/8" I- JOIST @ 16" o.c. (Joist series, Sizing & Layout per Mfr' Drawings) FLOOR SYSTEM 3/4" OSB Sub-Floor-Glued and screwed 2X12 JOISTS @ 16" o.c. (Bridging @ Mid-Span) 8" Framed down Tray ceiling Coffered Ceiling Girder Truss 3-2X12 Beam Exterior Trim 1X3 Shadow Board (typ) 6" Porch Slab (Pitched to drain) Standing seam Roofing with snow guards (Roof profile & Guard style to be selected by owner) DORMER FLASHING & WEATHERPROOFING Roof-to-wall connections: Provide full step flashing interwoven with shingles, counter flashing behind siding, and Ice & Water Shield extending up the cheek walls. Include headwall flashing at dormer roof intersections, pan flashing at windows, and metal kickouts at gutter tie-ins BKT8X6 by Fypon or Eq. @ 24" o.c. Over 5/4 X 8 Frieze Board 12" Round tapered Permacast Plus Column w/ Tuscan cap & Base or Eq. Energy Heel 1X3 Shadow Board (typ) DORMER CONSTRUCTION Roofing & Roof framing to match Main house construction 2X4 Ext. Walls @ 16" o.c. Sheathing & Siding to match Main House. Trim details per plan TYP COLUMN & PAD FTG. 3½" Adj Stl Col on 30X30X12" Conc. Ftg 4-#4 Rebar Each way GRT. RM KITCHEN PRIMARY BDRM.BDRM.#2 BATH BDRM.#3 DINING Continuous 2X6 Truss Ledger 8" POURED CONCRETE WALL-3,000psi min #4 Bar Vert @ 16" o.c. DAMP PROOFING (TO GRADE) 12 12 12 12 2668 2668 9'-1 1/8" 1'-0 5/8" 10'-1 1/8" 1'-0" 8'-9 1/2" 9'-1 1/8"CL 7'-4" 4'-10 1/2" 8" 9'-5 1/8" 12 3 14" Heel 12" R-38 F.G. Insul. Pre-Engineered Roof trusses @ 24" o.c Unexcavated 4-#4 Bar E.W. in Post Ftg. (typ) FLOOR SYSTEM 3/4" OSB Sub-Floor-Glued and screwed 11 7/8" I- JOIST @ 16" o.c. (Joist series, Sizing & Layout per Mfr' Drawings) FLOOR SYSTEM 3/4" OSB Sub-Floor-Glued and screwed 2X12 JOISTS @ 16" o.c. (Bridging @ Mid-Span) 8" Framed down Tray ceiling Coffered Ceiling Girder Truss 3-2X12 Beam Exterior Trim 1X3 Shadow Board (typ) 6" Porch Slab (Pitched to drain) Standing seam Roofing with snow guards (Roof profile & Guard style to be selected by owner) DORMER FLASHING & WEATHERPROOFING Roof-to-wall connections: Provide full step flashing interwoven with shingles, counter flashing behind siding, and Ice & Water Shield extending up the cheek walls. Include headwall flashing at dormer roof intersections, pan flashing at windows, and metal kickouts at gutter tie-ins BKT8X6 by Fypon or Eq. @ 24" o.c. Over 5/4 X 8 Frieze Board 12" Round tapered Permacast Plus Column w/ Tuscan cap & Base or Eq. Energy Heel 1X3 Shadow Board (typ) DORMER CONSTRUCTION Roofing & Roof framing to match Main house construction 2X4 Ext. Walls @ 16" o.c. Sheathing & Siding to match Main House. Trim details per plan TYP COLUMN & PAD FTG. 3½" Adj Stl Col on 30X30X12" Conc. Ftg 4-#4 Rebar Each way GRT. RM KITCHEN PRIMARY BDRM.BDRM.#2 BATH BDRM.#3 DINING Continuous 2X6 Truss Ledger 8" POURED CONCRETE WALL-3,000psi min #4 Bar Vert @ 16" o.c. DAMP PROOFING (TO GRADE) 2668 2668 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Building Section 3/16"=1'-0" 1 A/11 1 A/11 Section Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-11 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. For full Material Call-Outs & specs Refer to Typ. wall Section on Sheet A-10 2668 26682868 12 12 12 12 9'-1 1/8" 1'-0 5/8" 10'-1 1/8" 1'-0" 8'-9 1/2" 7'-0" 6'-11" 10'-1 1/8" 9'-1 1/8" 12 3 Unexcavated 3½" R-15 F.G. Blanket Wrap Insul. Full Ht Fasten to PT Furring Strip top & Bottom 14" Heel Pre-Engineered Roof trusses @ 24" o.c Girder Truss 3-2X12 Beam Exterior Trim 1X3 Shadow Board (typ) 6" Porch Slab (Pitched to drain) Standing seam Roofing with snow guards (Roof profile & Guard style to be selected by owner) DORMER FLASHING & WEATHERPROOFING Roof-to-wall connections: Provide full step flashing interwoven with shingles, counter flashing behind siding, and Ice & Water Shield extending up the cheek walls. Include headwall flashing at dormer roof intersections, pan flashing at windows, and metal kickouts at gutter tie-ins BKT8X6 by Fypon or Eq. @ 24" o.c. Over 5/4 X 8 Frieze Board 12" Round tapered Permacast Plus Column w/ Tuscan cap & Base or Eq. PT 8X8 Post Wrapped w/ exterior grade trim 3-2X12 Roof Beam 3-2X12 Floor Beam PT 8X8 Post Wrapped w/ exterior grade trim Notch Beam 3½" into Post Notch Beam 3½" into Post Ext. Wall to outside edge of Beam Ext. Wall to outside edge of 8X8 Post 6" Porch Slab (Pitched to drain) 4-#4 Bar in Fdn. Wall above Egress W indow. Bar to extend 12" past edge of opening on Ea. side W.I.C. PRIMARY BATH LAUNDRY STAIRS STAIRS MUD RM. PLAY RM. OFFICE GUEST Continuous 2X6 Truss Ledger 12" R-38 F.G. Insul. 8" POURED CONCRETE WALL-3,000psi min #4 Bar Vert @ 16" o.c. DAMP PROOFING (TO GRADE) 12 12 12 12 9'-1 1/8" 1'-0 5/8" 10'-1 1/8" 1'-0" 8'-9 1/2" 7'-0" 6'-11" 10'-1 1/8" 9'-1 1/8" 12 3 Unexcavated 3½" R-15 F.G. Blanket Wrap Insul. Full Ht Fasten to PT Furring Strip top & Bottom 14" Heel Pre-Engineered Roof trusses @ 24" o.c Girder Truss 3-2X12 Beam Exterior Trim 1X3 Shadow Board (typ) 6" Porch Slab (Pitched to drain) Standing seam Roofing with snow guards (Roof profile & Guard style to be selected by owner) DORMER FLASHING & WEATHERPROOFING Roof-to-wall connections: Provide full step flashing interwoven with shingles, counter flashing behind siding, and Ice & Water Shield extending up the cheek walls. Include headwall flashing at dormer roof intersections, pan flashing at windows, and metal kickouts at gutter tie-ins BKT8X6 by Fypon or Eq. @ 24" o.c. Over 5/4 X 8 Frieze Board 12" Round tapered Permacast Plus Column w/ Tuscan cap & Base or Eq. PT 8X8 Post Wrapped w/ exterior grade trim 3-2X12 Roof Beam 3-2X12 Floor Beam PT 8X8 Post Wrapped w/ exterior grade trim Notch Beam 3½" into Post Notch Beam 3½" into Post Ext. Wall to outside edge of Beam Ext. Wall to outside edge of 8X8 Post 6" Porch Slab (Pitched to drain) 4-#4 Bar in Fdn. Wall above Egress W indow. Bar to extend 12" past edge of opening on Ea. side W.I.C. PRIMARY BATH LAUNDRY STAIRS STAIRS MUD RM. PLAY RM. OFFICE GUEST Continuous 2X6 Truss Ledger 12" R-38 F.G. Insul. 8" POURED CONCRETE WALL-3,000psi min #4 Bar Vert @ 16" o.c. DAMP PROOFING (TO GRADE) 2668 26682868 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-12 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Building Section 3/16"=1'-0" 1 A/12 1 A/12 Section For full Material Call-Outs & specs Refer to Typ. wall Section on Sheet A-10 2668 10'-1 1/8" 1'-0" 8'-9 1/2" 9'-8 1/2" Rgh. Opg 9'-8 1/2" Rgh. Opg Typical Stair Details 1/4" = 1'-0" R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. Return ends into wall (Typ.) **All Handrails are to be continuous from a point directly above the lowest riser to a point directly above the highest riser @ all Stairs.** Basement Slab Std 8' Fdn Basement Stairs 15R @ 7 13/16" 14T @ 9" + 1 1/8" Nosing (+ Lndg) Handrails - 34"-38" Above Tread 10' 1st Floor Ceilings Main Stairs 17R @ 7 7/8" 13T @ 9" + 1 1/8" Nosing (+ Lndg) Handrails - 34"-38" Above Tread Basement Wall Insulation at Stairs 2" DOW Wallmate® Rigid Insulation 2X Vert Furring @ 24" o.c. ½" Gyp Bd 10'-1 1/8" 1'-0" 8'-9 1/2" 9'-8 1/2" Rgh. Opg 9'-8 1/2" Rgh. Opg Typical Stair Details 1/4" = 1'-0" R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. Return ends into wall (Typ.) **All Handrails are to be continuous from a point directly above the lowest riser to a point directly above the highest riser @ all Stairs.** Basement Slab Std 8' Fdn Basement Stairs 15R @ 7 13/16" 14T @ 9" + 1 1/8" Nosing (+ Lndg) Handrails - 34"-38" Above Tread 10' 1st Floor Ceilings Main Stairs 17R @ 7 7/8" 13T @ 9" + 1 1/8" Nosing (+ Lndg) Handrails - 34"-38" Above Tread Basement Wall Insulation at Stairs 2" DOW Wallmate® Rigid Insulation 2X Vert Furring @ 24" o.c. ½" Gyp Bd 2668 A - WALL SECTION THRU. WINDOW WELL 12" 44" MAX. IF USED FOR EGRESS BUILDING LINE FINISHED GRADE LINE APPROX. 3" BELOW WELL SLOPE GRADE AWAY FROM WELL BOMAN & KEMP 5236-60 "EASY-WELL" BOMAN KEMP 4'-0 ESCAPE LADDER GRAVEL BASE WELL DRAIN SYSTEM NET WIDTH OF PATH = 21 3/4" (20" MIN. REQUIRED FOR EGRESS) BOMAN KEMP 5236-60 "EASY-WELL" WIDTH 52" WELL 36" WELL PROJECTION - - PLAN VIEW WINDOW WELL 36" PROJECTION REQUIRED FOR EGRESS BOMAN KEMP 4040 "EASY-BUCK" FOUNDATION LINE A - 4'-0" BOMAN KEMP STEEL SAFETY GRATE BOMAN KEMP 4040 DOUBLE INSULATED VINYL WINDOW BOMAN KEMP CLEAR LEXAN GRATE COVER BOMAN KEMP 4040 "EASY-BUCK" (GRATE AND LEXAN COVER NOT SHOWN FOR CLARITY) AND DOUBLE INSULATED VINYL WINDOW BOMAN KEMP 4'-0 ESCAPE LADDER WINDOW ELEVATION WITH WELL- - (WHEN EXIT HEIGHT EXCEEDS 44") NET HEIGHT = 45 3/8" - A 3'-0" 4'-0" Provide 4-#4 Bar min in poured wall above Egress window unit Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Basement Egress & Stair Detail Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-13 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Basement Egress Detail 1/4"=1'-0" Energy Efficiency The insulation envelope shall meet the requirements of Chapter 4 of the Energy Conservation Construction Code of New York State for Climate Zone 5. Code compliance shall be demonstrated using the PRESCRIPTIVE ENERGY COMPLIANCE METHOD (Per Section 402.1 and comply with Requirements of Table 402.1.2) All single Family Homes must be blower door tested with results not exceeding 3-ACH50 The Envelope Thermal values shall be as follows, unless noted otherwise on plans: Exterior wall ….R-21 Roof/ceiling …..R-49. (If Raised Heel Roof trusses are used then R-38) Floor …..R-30 Foundation wall (10-foot depth from top of wall or Full Height if less than 10') R-15 (R-6.4 where adjacent to basement stairs) Slab edge insulation (2'-depth)…..R-10 minimum Glazing…..U=.32 (U=.35 for basement sash windows) Entrance doors …..U=.15 to .23 (depending on amount of glazing) Ducts located outside the thermal envelope…..R-8 Building insulation shall be full thickness fiberglass batt insulation in sizes and locations called for or shown on the plans. Rigid insulation below grade shall be extruded polystyrene as manufactured by DOW Chemical Company or equal (K-0 .10G/inch). Vapor Retarder shall be Class I or II vapor retarders on the interior side of frame walls in Climate Zones 5, 6, 7, 8 and Marine 4. Ventilation of rafter and attic space shall be provided by vented soffit and raised ridge vent where shown or noted. Provide blocking and baffles to ensure adequate air channel for ventilation. HVAC equipment to be sized based on load calculations in accordance with ACCA Manual J All HVAC supply ducts, air handlers and filter boxes shall be sealed. Joists and seams shall comply with Section M1601.3 of the IRC of NYS. Building envelope tightness verified by blower door test result not exceeding 3 ACH at 50 Pa. The building thermal envelope shall be sealed by caulking, gasketing, weather stripping or otherwise sealed with an air barrier material, suitable film or solid material. A.All joists and penetrations B.Fill all voids between jambs and framing with loose or foam insulation. C.Walls and ceilings separating a garage from conditioned space. D.Behind tubs and showers on exterior walls. E.Attic access openings. F.Rim joists junctions. G.Sill plates and headers. All hot-water supply pipes shall be located within the thermal envelope. If the house is equipped with a circulating hot water system, the pipes shall be insulated with R-3 minimum and a control switch shall be provided to turn off the circulating pump when the system is not in use. All exterior doors to be provided with weather stripping. Allow ¼" for caulking around perimeter of window and door units. Sealant (exterior) and caulking (interior) to be paintable silicon or latex compound gun and knife grades as required. All installations shall be in accordance with the IRC as adopted by NYS and manufacturer's specifications. Sealant backer rod to be closed butyl round joint filler. See attached Schedule for light, vent and emergency exit compliance and thermal values. Mechanical systems are required to comply with: Chapter 12 Mechanical; Chapter 13 General Mechanical System Requirements: Chapter 14 Heating and Cooling Equipment; Chapter 15 Exhaust Systems; Chapter 16 Duct Systems; Chapter 17 Combustion Air; Chapter 18 Chimney and Vents; Chapter 19 Special Fuel-Burning Equipment; Chapter 20 Boilers/Water Heaters; Chapter 21 Hydronic Piping; Chapter 22 Special Piping and Storage Systems; Chapter 23 Solar Systems; and Chapter 24 Fuel Gas. Plumbing systems are required to comply with Chapter 25 Plumbing; Chapter 26 General Plumbing Requirements; Chapter 27 Plumbing Fixtures; Chapter 28 Water Heaters; Chapter 29 Water Supply and Distribution; Chapter 30 Sanitary Drainage; Chapter 31 Vents; and Chapter 32 Traps. Electrical systems are required to comply with Chapter 33 Ge43neral Electrical Requirements; Chapter 34 Electrical Definitions; Chapter 35 Services; Chapter 36 Branch and Feeder Requirements; Chapter 37 Wiring Methods; Chapter 38 Power and Lighting Distribution; Chapter 39 Devices and Lighting Fixtures; and Chapter 40 Appliance Installation. Additional provisions that apply, where shown, include Chapter 41 Swimming Pools and Chapter 42 Class 2 Remote-control, Signaling and Power-limited Circuits. W indow selections shown on drawings are provided to demonstrate general conformity with code requirements. The contractor shall coordinate with the supplier to ensure proper specification for door and door-window combinations. Verify all rough opening requirements with field conditions and the supplier. See attached opening schedule. Door selections shown on drawing are provided to demonstrate general conformity with code requirements. The contractor shall coordinate with the supplier to ensure proper specification for door and door-window combinations. Verify all rough opening requirements with field conditions and the supplier. See attached opening schedule. Finishes shall be as selected by the Owner, confirmed for compliance with related provisions of the RCNYS and install as required and/or specified by the manufacturer. Compliance Statement: The proposed building design described here is consistent with the building plans, specifications and other calculations submitted with the permit application. The proposed building is in compliance with Section 405.3 of the ICC Energy Conservation Construction Code as adopted by NYS to the best of my knowledge, belief and professional judgment. The following Requirements Shall be met to show compliance with the 2020 ICC Energy Conservaon Construcon Code of NYS. 303.1 IDENTIFICATION All installed insulaon labeled or installed R-values provided. 401.3 CERTIFICATE Compliance cerficate posted. 402.4.2.1 TESTING Building envelope ghtness verified by blower door test result not exceeding 3 ACH at 50 Pa. 402.4.2 FIREPLACES N1102.4.2 Fireplaces. New wood burning fireplaces that are designed to allow an open burn and new wood burning fireplace units th at are designed to allow an open burn shall have ght fi)ng flue dampers or ght fi)ng doors, and shall be provided wi th a source of outdoor combuson air in accordance with this code. Tight fi)ng doors used on a factory built fi replace listed and labeled in accordance with UL 127 or on a factory built fireplace unit listed and labeled in accord ance with UL 127 shall be tested and listed for such fireplace or fireplace unit. Tight fi)ng doors used on a masonr y fireplace shall be listed and labeled in accordance with UL 907. 402.4.3 FENESTRATION Fenestraon air leakage. Windows, skylights and sliding glass doors shall have an air infiltraon rate of no more tha n 0.3 cfm per square foot and swinging doors no more than 0.5 cfm per sq 5 Fenestraon that is not site built is listed and labeled as meeng AAMA/WDMA/CSA 101/I.S.2/A440 or has in filtraon rates per NFRC 400 that do not exceed code limits. 402.4.5 RECESSED LIGHTING IC-rated recessed lighng fixtures sealed at housing/interior finish and labeled to indicate not more than= 2.0 cfm leakage at 75 Pa. 403.1.1 PROGRAMMABLE THERMOSTATS Programmable thermostats installed on the primary heang and cooling system of the dwelling. 403.3.1 DUCT INSULATION Supply ducts outside the thermal envelope greater than 3" dia in a)cs are insulated to R-8. All other ducts in un condioned spaces or outside the building envelope are insulated to R-6. Not applicable if all systems are duc tless. 403.2.4 DUCT LEAKAGE All joints and seams of air ducts, air handlers, filter boxes, and building cavies used as return ducts are sealed. Post-construcon Duct ghtness with maximum leakage of 4 cfm per 100 sq 5 of condioned floor area with air handl er installed. Rough-in tests, verificaon may need to occur during Framing Inspecon, with maximum leakage of 4 cfm acr oss systems and 3 cfm without air handler. 403.3.3 DUCT TESTING (MANDATORY) Duct tesng is mandatory if any part of the ducts and air handlers are outside of the buildings thermal envelope If any poron of the duct work is outside the buildings thermal envelope a duct leakage test is required 403.3.5 BUILDING CAVITIES Building cavies are not to be used as ducts or plenums 403.6 MECHANICAL VENTILATION (MANDATORY) Building shall be provided with venlaon that meets the requirements of the IRC as applicable. Outdoor intakes and exhausts shall have automac or gravity dampers that close when venlaon system is not ope rang. 403.7 EQUIPMENT SIZING & EFFICIENCY RATING Heang & cooloing equipment shall be sized in accordance with ACCA Manual S in accordance with ACCA M anual J Prescriptive Energy Compliance Method Per R402 of the 2020 ICC Energy Conservation Code of NYS 2020 Energy Code Requirem ents - ZONE 5 Climate Zone Fenestration U-Factor Skylight U-Factor Ceiling R-Value Wood Framed Wall R-Value Floor R-Value 5 .30 .55 49 (1)20 or 13 + 5 30 TABLE 402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT Exceptions: 1.)If Raised Heel Roof Trusses are used then R-38 ceiling insulation may be used (R402.2.1) Basement Wall R-Value 15 / 19 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Energy Code Compliance Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-14 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 General Notes Code Compliance Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-15 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. © 2020 International Residential Code of NYS- REVIEW Occupancy : Single Family Dwelling Classification by Construction Type: Frame Construction Building Height: 33'-4"+/- Number of Stories: 2 Stories (Story ht of walls <11'-7") Minimum Ceiling Height: 7'-6" Special Kitchen Extinguishing System: Not Required Fire & Smoke Detection: Required ZONING INFORMATION Residential Use Sq Ft not including Garage: 1st floor = 1,675 Sq Ft 2nd floor = 1,668 Sq Ft TOTAL - 3,325 Sq Ft STRUCTURAL DESIGN LOADS: Live loads sleeping rooms.................................30 psf non-sleeping rooms........................ .40 psf exterior decks...................................40 psf exterior balconies.............................40 psf Habitable attic ............................. 30 psf attic without storage.........................10 psf Soil Classification CL (Clay type Soil) To the best of our knowledge these plans are drawn to comply with the owner's and/ or the builder's specifications and any changes made on these drawings once they leave our control are made at the owner's and / or builder's sole risk, responsibility and expense. It is the sole responsibility of any interested party to verify all dimensions including any other aspect of the enclosed drawing. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The inclusion or specification of building materials included in this drawing does not in any way constitute a warranty of these materials as to fitness, durability, suitability and/or other and the Maker specifically disclaims all such warranties. TermitesFrost Line DepthWeathering NOYES Albany / Schenectady / Rensselaer= 1 Mod. to Heavy48"SevereB11550 Subject to Damage From. Winter Design Temp.Seismic Design Cat. Ice-Barrier Underlayment Req'd Ground Snow Load Wind Design Speed (mph) Topographic effects Special wind region Wind-borne debris zone AIR FREEZING INDEX MEAN ANNUAL TEMP Flood Hazards NO NO NO 1500 IRC 2020 - R301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THESE DRAWINGS ARE COPYRIGHTED AND THE PROPERTY OF (On-Point Building Design, LLC) USE OF THESE DRAW INGS AND CONCEPTS BY ANYONE NOT AUTHORIZED TO DO SO IN WRITING BY On-Point Building Design, LLC. IS PROHIBITED AND MAY SUBJECT SUCH USER(S) TO A CLAIM FOR DAMAGES AS A RESULT FROM On-Point Building Design, LLC. INCLUDING BUT NOT LIMITED TO COPYRIGHT INFRINGEMENT. © CONSTRUCTION DOCUMENTS: 1.The Architect / Engineer has not been retained for construction observation or administration and assumes no responsibility for field changes, contractor methods, material selections, product performance or warranty, or safety during construction. 2.Law does not permit alterations to these documents. The Architect / Engineer must approve any alterations to the drawings. Absent such approval, the Architect / Engineer is not responsible for substantive changes. 3.These plans are instruments of service for the construction of one building only and are not to be copied in any form whatsoever without the express written consent of the Architect / Engineer. 4.The plans are not valid for use in obtaining a building permit without the application of the original "wet seal" and signature of the Architect / Engineer. 5.These documents were prepared for the construction of a single project. Any unauthorized use of these documents is expressly prohibited and constitutes theft of professional services. The documents may not be used for procurement of a building permit without bearing the original seal and signature of the Architect / Engineer. ENERGY NOTES: 1.To the best of my knowledge, belief and professional judgment, Attached plans and specifications are in compliance with Chapter 11 of the 2020 Residential Code of New York State .. 2.Builder shall place an executed New York State Residential Building Energy Standards certificate on or near the electrical panel per Chapter 4 Section 401.3 of NYS ECCC. GENERAL NOTES 1.All General Notes on this sheet shall apply to all drawings. 2.The Contractor shall be responsible for all construction means, methods, and sequencing and shall be responsible to the Owner for providing a safe work environment during the construction period. 3.These drawings do not include necessary components for construction safety. Contractor is responsible for the design and construction of all temporary supports. Brace building until all structural elements needed for stability are installed. 4.This building has been designed in compliance with the requirements of the current Residential Energy Conservation construction Code of New York State & The Residential Construction Code of New York State. Applicable Code is 2020 Residential Code of New York State . 5.All materials shall be installed in accordance with the manufacturer's written instructions and recommendations. The contractor shall deliver to the owner all manufacturers' warranties, guarantees, literature and operating instructions for all products and equipment. 6.Dimensions and details are based on the best available information and contractor shall be responsible for verifying field dimensions before ordering materials and prefabricated items. 7.The contractor shall provide all required materials and components of non-specified items, such as nails, flashing, etc. to provide a complete construction project, sound and weather tight, and to comply with current standards of quality construction. 8.The Contractor shall be responsible for inspecting his own workmanship to the extent that satisfies the Owner. 9.All work shall be performed in the best in most professional manner by mechanics skilled in their respective trades. 10.Contractor shall verify all dimensions in field and report all discrepancies to the Architect / Engineer for resolution. 11.Owner and builder shall comply with all laws, statutes, and rules that govern construction of this residence. 12.All means and methods of construction are the responsibility of the contractor, including but not limited to shoring, support and bracing of existing structures as required for the work. Consult with the Architect / Engineer where necessary. 13.Coordinate selection of all materials and products not specifically called out in the specifications and on the drawings such as painting materials and colors, interior finishes, light fixtures, bathroom fixtures, cabinetry, appliances and accessories, with the owner. 14.The contractor shall provide a one-year guarantee of materials and workmanship for all work undertaken, commencing at substantial completion. The work is also subject to applicable provisions of the home warranty act of New York State. FOUNDATION NOTES 1.Concrete footings shall develop minimum compressive strength of 2500 psi @ 28 days. Concrete walls shall develop minimum compressive strength of 3,000 psi. 2.All footings and piers to be below local frost depth and have minimum 48" earth cover. 3.All piers and girder pockets constructed of c.m.u. shall have block voids filled solid with concrete down to footing. 4.Concrete footing sizes based on minimum 2000 psf soil bearing capacity. 5.All footings to be placed on undisturbed soil. 6.Contractor to coordinate location of all utility penetrations. 7.Concrete Slabs to be 4" (min) monolithic finish (reinforcin per plan) Install in accordance with R506 & industry standards. 8.½" diameter x 12" anchor bolts placed in the middle third of the sill plate at all exterior walls 12" from each corner/ openings-6'-0" o.c. max (min 2/plate) 9.Provide #4 dowels @ 24" o.c. (unless otherwise noted) w/6" imbedment into footing and 24" min penetration into wall. 10.Contractor shall extend excavation for a minimum 36" around entire building perimeter. Backfill with well draining material (sand, gravel) to facilitate subsurface drainage. 11.Sump pit, sewer main, and water meter to be field located. 12.Window well size and depth to be determined in field as required. 13.Dampproof exterior of foundation wall from top of footing to grade. Remove form pins from each face of wall, inside and out and patch area smooth prior to application of dampproofing. 14.Brace foundation wall as required during backfill. 15.3½" diameter Sch 40 Steel Adjustable steel pipe columns to have 15,000 lb. capacity (MIN) w/4" x 6" steel caps (Unless otherwise noted) as manufactured by Tel-O-Post or Eq. 16. Install R-15 FSK foil faced batt insulation Full height at perimeter of foundation exposed to cold.(Min) 17. Location of boiler, electrical panel, and water service sleeves to be determined in the field. 18. All lumber that will come in contact with masonry shall be pressure treated. 19. Grade not to exceed dimension specified in wall section .(see detail). 20. Foundation Wall not to exceed 40'-0" in length without pilaster. ELECTRICAL NOTES: 1.All work shall comply with the 2020 Residential Code of New York State .. 2.The Electrical Contractor shall coordinate his work with the work of all other trades & all work shall be performed by mechanics skilled in the electrical trade. 3.All wiring shall be concealed above ceilings or within walls unless otherwise noted. All exposed wiring shall be located so that it is out of view as much as possible. All exposed conduit shall be done in the neatest and most orderly fashion. 4.HVAC equipment shall be by others. Coordinate with the Heating and Plumbing Contractors and provide all line voltage wiring and connections to their equipment as required. 5.Ground Fault Receptacles must be provided per the residentail code of New York state 6.AFCI receptacles shall be provided in all bedrooms. 7.Minimum of 90% of permanently installed light fixtures shall be rated for energy efficiency. (i.e.-CFL, LED..etc) PLUMBING, HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS: 1.All HVAC work, equipment, etc. shall be in accordance with the 2020 Residential Code of New York State . 2.The HVAC Contractor shall conduct all tests and inspections for the installation of his work as required by the Owner and the local enforcement authority. 3.The HVAC Contractor shall coordinate his work with the work of all other trades. 4.All work shall be performed by mechanics skilled in this mechanical trade. 5.The Contractor shall provide all control wiring. All control wiring shall be concealed from view. 6.The Contractor shall provide operating and maintenance instructions on all equipment to the owner. Information shall be bound neatly and in a comprehensible manner. 7.Provide fireplace where indicated complete with fresh air intake, glass doors, fireproof flue, spark arrestor, required flashings, and parts required AS NECESSARY for a complete installation. Model as selected by owner if applicable. 8.Bathroom,and dryer exhaust to vent to exterior per code. 9.The Contractor and the Owner shall be responsible for the specification of all heating and ventilating equipment not specifically noted on these drawings. The Heating Contractor shall submit catalog cuts on all heating equipment and materials to the Owner and/or General Contractor for approval. 10.All new spaces shall be provided with equipment capable of maintaining a room temperature of at least 68 degrees at a point 3 feet above the floor and 2 feet from exterior walls. 11.Programmable thermostats shall be provided. 12.PLUMBING -Contractor shall comply with the 2020 Residential Code of New York State for the design and installation of all plumbing system components. All work shall be inspected as required during construction and approved at the end of the project by the local enforcement authority. FRAMING NOTES 1.All window & door headers to be two (2) 2x10's unless otherwise noted (see framing plans). All headers in openings 72" or more must be supported by dbl jack studs 2.All wood framing to be 8" minimum above adjoining finish grade. 3.All Framing to be fastened in accordance with table R602.3 (1) of the 2020 Residential Code of New York State . 4.All exterior walls to be Continuously Sheathed 2x6 @ 16" o.c. with R-21 fiberglass batt insulation unless noted otherwise. All interior partitions to be 2x4 @ 16" o.c. except where noted. 5.Install metal or wood bridging at the midpoint of all joist spans except where noted. Not Req'd with Engineered Joists. 6.Provide double framing around all floor openings and under all bearing partitions parallel with joist direction. Modify floor framing as required to accommodate plumbing and mechanical requirements without affecting structural integrity. 7.Inspect all lumber for defects before installing. Discard any such lumber. All rafters and floor joists to be installed with crown up. 8.All framing Studs to be minimum #2 construction grade unless noted otherwise. Rafters & Joists to be SPF No.2 or btr. Do not change size or spacing on any structural elements without engineer's written consent. fb=1,150psi. E=1,400,000 psi (For repetitive use members) 9.Provide concealed wood blocking in all walls to require surface mounted items such as cabinetry, hose bibs, fireplace mantels, molding, railings, towel bars, etc. 10.Provide firestopping where required by The 2020 Residential Code of New York State .. 11.All dimensions are taken to Rgh Framing unless otherwise noted. 12.Roof Trusses to be Certified by Truss Manufacturer. Contractor to coordinate and consult with Architect / Engineer prior to truss fabrication if trusses are to be used in framing. 13.1.9E Micro-Lam Lumber Design Stress - E=1,900,000 psi fb=2,600 psi FIRE, CARBON MONOXIDE & SMOKE DETECTION: 1.Unless otherwise indicated in the drawings, hard-wired smoke detecting devices must be installed in each new sleeping room, outside all new sleeping areas; on each story without sleeping rooms, in basements with or without habitable space. None are required in uninhabitable attics. All detectors in new construction must be inter-connected. 2.Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. 3.Smoke & Carbon monoxide alarms must be provided with battery backup, either internal or remote. 4.Hard-wired detecting devices must be powered from a lighting circuit with no intervening switches. Electronic, low-voltage systems are allowed provided the system complies with NFPA 72 STRUCTURAL NOTES: 1. All structural design elements and components are derived from applicable provisions of the 2020 Residential Code of New York State unless otherwise noted on the drawings. Where noted, certain structural members may be designed using: -The American forest and paper association (AF&PA) national design specifications (nds) -Minimum design loads for buildings and other structures (ASCE 7) -Chapter 16 of the 2020 Residential Code of New York State . 2. No geotechnical evaluation has been done in connection with the foundation design. In accordance with table R401.4.1 the load bearing pressure used for the design of all foundation supporting elements is 2,000 psf for sand, silty sand, clayey sand, silty gravel and clayey gravel. If other soil types are encountered in the excavation, or if the actual soil bearing pressure is questionable, consult with the Architect / Engineer 3. It is not anticipated that ground water will be encountered in excavations. Footings shall not be poured within seasonal high ground water zones; consult Architect / Engineer if high ground water is encountered DN D/W UP P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L 20'-6" #92 North St Saratoga Springs, NY Side Yard Setback per Richard Roman @ Saratoga Wednesday 7/30/25 @ 1:47pm Side Yard Setback Front Yard Setback Rear Yard Setback Proposed 28' X 24' Detached Garage 7' 7' 15' Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Drawing Title Project Name: Crisafulli Residence #92 North St Saratoga Springs, NY A-16 9/17/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Plot Layout 1" = 10' 10080 16080 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht Maintain 48" Min Ground cover over bottom of footings. 12 6 12 6 42" Standing Seam Metal Roofing 5/4X6 Vinyl Frieze Boards Cont Ridge Venting Shingled roof Return 2 A-9 2 A-9 Maintain 48" Min Ground cover over bottom of footings. 12 6 12 6 42" Standing Seam Metal Roofing 5/4X6 Vinyl Frieze Boards Cont Ridge Venting Shingled roof Return 2 A-9 2 A-9 10080 16080 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht AXW31 80" Hdr. Ht3056DH TEMPERED 90" Hdr. Ht 3056DH 90" Hdr. Ht AXW31 80" Hdr. Ht 3068 Maintain 48" Min Ground cover over bottom of footings. 12 612 6 Standing Seam Metal Roofing 5/4X6 Vinyl Frieze Boards Cont Ridge Venting Shingled roof Return 5/4 X 12 Watertable trim w/ flash cap 6" Vinyl transition trim Built-Out Gable 12" Gable O.H. 1 A-10 1 A-10 2 A-9 2 A-9 Maintain 48" Min Ground cover over bottom of footings. 12 612 6 Standing Seam Metal Roofing 5/4X6 Vinyl Frieze Boards Cont Ridge Venting Shingled roof Return 5/4 X 12 Watertable trim w/ flash cap 6" Vinyl transition trim Built-Out Gable 12" Gable O.H. 1 A-10 1 A-10 2 A-9 2 A-9 3050DH 80" Hdr. Ht AXW31 80" Hdr. Ht3056DH TEMPERED 90" Hdr. Ht 3056DH 90" Hdr. Ht AXW31 80" Hdr. Ht 3068 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Front Elevation 3/16"=1'-0"Front & Rear Elevations Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-1 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Perspectives N.T.S. Rear Elevation 3/16"=1'-0" A31 60" Hdr. Ht A31 60" Hdr. Ht 3068 Maintain 48" Min Ground cover over bottom of footings. 8 12 8 12 27'-9 1/2" 4'-0" 10" Arch. Shingles Cont Ridge Venting Shingled roof Return Maintain 48" Min Ground cover over bottom of footings. 8 12 8 12 27'-9 1/2" 4'-0" 10" Arch. Shingles Cont Ridge Venting Shingled roof Return A31 60" Hdr. Ht A31 60" Hdr. Ht 3068 A31 60" Hdr. Ht A31 60" Hdr. Ht Maintain 48" Min Ground cover over bottom of footings. 8 12 8 12 Arch. Shingles Cont Ridge Venting Shingled roof Return 6" Corner Posts Maintain 48" Min Ground cover over bottom of footings. 8 12 8 12 Arch. Shingles Cont Ridge Venting Shingled roof Return 6" Corner Posts A31 60" Hdr. Ht A31 60" Hdr. Ht Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Right Elevation 1/8"=1'-0" Left Elevation 1/8"=1'-0"Side Elevations Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-2 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Perspectives N.T.S. Unexcavated 8" 3'-5" 21'-11" 3'-4"10'-4"3'-2"16'-4"2'-10" 36'-0" 26'-0" 12'-8"3'-5"19'-11" 36'-0" 26'-0" 17'-6" 2'-9 1/4" 1'-8" Drop top of Foundation wall 12" (Min) for Slab overpour 10" deep X 20" wide Slab Haunch w/ 3- #4 Bar continuous GARAGE SLAB NOTE: 4" POURED CONCRETE SLAB. CONCRETE TO BE (5,000 PSI MIN) W ITH 6% AIR ENTRAINMENT PER TABLE R402.2 6x6 10/10 WWM OR FIBROUS REINFORCEMENT ADMIXTURE. 6 MIL POLY VAPOR BARRIER R.O.B. GRAVEL OR CRUSHED STONE SUB-BASE Basement Wall Insulation 2" DOW ® or Eq Rigid Insulation Drop top of Foundation wall 12" (Min) for Slab overpour FOUNDATION WALLS: 8" Poured concrete foundation walls (3,000 psi min) on 10" X 20" Poured concrete Strip footings (2,500 psi min) w/ 2-#4 Bar continuous 1 A-8 1 A-8 1 A-8 1 A-8 1 A-9 1 A-9 1 A-9 1 A-9 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Foundation Plan ¼"=1'-0" Foundation Plan Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-3 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. FOUNDATION PLAN TYP NOTES 1)Typ Found Walls - 8" thick (3,000 psi min) 2-#4 bar Horiz @ top of wall 2)Typ Strip Footings - 10"X20" w/ 2-#4 Bar Cont. (2,500 psi min) 3)Exposed Concrete Slabs-For Porches, carport slabs and steps exposed to the weather, and garage floor slabs, Concrete shall be 5-7 air-entrained and be a min of 3,500 psi. 4)Bottom of footings to be 48" below fin Grade min 5)Provide Anchor Bolts w/ nuts & Washers @ 6' o.c. and 12" from corners. Bolts to be placed in middle 1/3 of sill plate 6)Brace Foundation walls prior to backfill 7)Install Solid Blkg under all point loads to provide continuous support to Foundation. 8)Backfill with well draining granular material (R.O.B. Gravel or Sand) 9)Provide 2" DOW or Equal rigid insulation around inside perimeter of foundation walls full height to top of footings 3068 1608010080 2868 2868 3068 3050DH 80" Hdr. Ht UP Electrical Panel 36'-0" 26'-0" 7'-3"7'-1 1/2"21'-7 1/2" 26'-0" 25'-1" 35'-1" 16'-9"18'-0 1/2" 21'-1 1/2" 3'-8"4'-0" 3'-6"10'-0"3'-6"16'-0"3'-0" 2'-4 1/2" 36'-0" 808 SQ FT 1 A-8 1 A-8 1 A-8 1 A-8 1 A-9 1 A-9 1 A-9 1 A-9 GARAGE 2X4 Bearing Wall 2X6 Tall Wall (Shaded) 2X6 Timberstrand 1.3E Studs @ 16" o.c. 2 A-9 2 A-9 2 A-9 2 A-9 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Floor Plan-1st Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-4 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Floor Plan-1st ¼"=1'-0" GENERAL NOTES 1)Exterior Headers = 2-2X10's unless noted otherwise. 2)W indow Header Height - 83 3/8" Unless noted otherwise. 3)2X6 walls are shown @ 5½" Thickness Typ Exterior wall construction classified as CS-WSP (Continuously Sheathed Wood structural panel) 4)2X4 walls are shown @ 3½" Thickness 5)Interior Bearing & Braced Walls are shown hatched. Braced walls to conform to R602.10 Braced gypsum faced walls to be fastened @ 7" o.c.(edge & field) per R602.3.1 6)Solid Blocking under bearing points to be continuous to Foundation / Beam, or other support structure. 7)Center doors between adjacent walls unless dimensioned otherwise WINDOWS Double Hungs - Andersen 200 Series Casement / Awnings - Andersen 400 Series 3068 1608010080 2868 2868 3068 UP 8 : 12 8 : 12 Electrical Panel 808 SQ FT 1 A-8 1 A-8 1 A-8 1 A-8 1 A-9 1 A-9 1 A-9 1 A-9 FJ FLOOR FRAMING 16" TJI 230 Series I-Joists @ 16" o.c. FJ All Interior & Exterior Bearing Wall Headers to be 2-2X10's U.N.O HEADER: 2-18" Microllams w/ 3-2X6 Jack Studs min HEADER: 2-11 7/8" Microllams w/ 3-2X6 Jack Studs min GARAGE FJ 2X4 Bearing Wall 2X6 Tall Wall (Shaded) 2X6 Timberstrand 1.3E Studs @ 16" o.c. 2 A-9 2 A-9 2 A-9 2 A-9 Refer to NYS P.E. Approved joist layout provided by Joist manufacturer for final sizing & Layout Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Floor Plan-1st Structural Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-5 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. BRACED WALL DESIGN NOTE PURSUANT TO THE REQUIREMENTS OF SECTION R602.10, THE METHOD OF EXTERIOR WALL BRACING IS ENTIRELY CS-W SP (CONTINUOUS SHEATHING – WOOD STRUCTURAL PANEL) W ITH HOLD DOW NS AS PRESCRIBED. IN ACCORDANCE W ITH R602.10, THE MAXIMUM BW P SPACING DOES NOT EXCEED 60 FEET. INTERIOR BRACED WALL LINES, W HEN REQUIRED, ARE GB (GYPSUM BOARD) METHOD, FASTENED W ITH NAILS OR SCREW S SPACED 7” O.C, EDGES AND FIELD, AS DOCUMENTED ON THE CONSTRUCTION DRAW INGS PURSUANT TO SECTION R602.10.1-6. Floor Plan-1st Structural ¼"=1'-0" DN AXW31 80" Hdr. Ht 3056DH TEMPERED 90" Hdr. Ht A31 60" Hdr. Ht A31 60" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht A31 60" Hdr. Ht A31 60" Hdr. Ht 3056DH 90" Hdr. Ht AXW31 80" Hdr. Ht 36'-0" 7'-3"7'-3"7'-0"7'-3"7'-3" 26'-0" 36'-0" 26'-0" 25'-1" 35'-1" 13'-0" 6'-10" 6'-2" 6'-2" 13'-8" 6'-2" 7'-3"7'-3"7'-0"7'-3"7'-3" 3'-8" 21'-1 1/2" 809 SQ FT VAULTED CEILING 2X4 Wall STORAGE 865 sq ft 2X6 Tall Wall (Shaded) 2X6 Tim berstrand 1.3E Studs @ 16" o.c. 6'-0" Plate Height 1 A-8 1 A-8 1 A-8 1 A-8 1 A-9 1 A-9 1 A-9 1 A-9 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Floor Plan-2nd Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-6 10/6/2025 As NotedFloor Plan-2nd ¼"=1'-0" Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. WINDOW FALL PROTECTION W here top of the sill of an operable window opening is located less than 24 inches above finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, window shall be provided with a window opening control device that after operation to release, the device shall allow the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required by Section R310.2.1. GENERAL NOTES 1)Exterior Headers = 2-2X10's unless noted otherwise. 2)W indow Header Height - 80" Unless noted otherwise. 3)2X6 walls are shown @ 5½" Thickness Typ Exterior wall construction classified as CS-WSP (Continuously Sheathed Wood structural panel) 4)2X4 walls are shown @ 3½" Thickness 5) Interior Bearing & Braced Walls are shown hatched. Braced walls to conform to R602.10 Braced gypsum faced walls to be fastened @ 7" o.c.(edge & field) per R602.3.1 6 ) Solid Blocking under bearing points to be continuous to Foundation / Beam, or other support structure. 7 ) Center doors between adjacent walls unless dimensioned otherwise WINDOWS Double Hungs - Andersen 200 Series Casement / Awnings - Andersen 400 Series DN 6 : 12 6 : 12 809 SQ FT RT ROOF FRAMING Scissor (Vaulted) Roof Trusses @ 24" o.c. RT All Trusses in Roof & Floor Fram ing System shall be Approved by a NYS Design Prof essional Refer to Approved Roof truss plan by Manufacturer for final Layout. All Interior & Exterior Bearing Wall Headers to be 2-2X10's U.N.O RT VAULTED CEILING PROVIDE 3/12 CEILING PITCH UNDER 6/12 ROOF PITCH STORAGE 2X6 Tall Wall (Shaded) 2X6 Timberstrand 1.3E Studs @ 16" o.c. 1 A-8 1 A-8 1 A-8 1 A-8 1 A-9 1 A-9 1 A-9 1 A-9 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Floor Plan-2nd Structural Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-7 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. TRUSS NOTE Truss design drawings & Layouts, prepared in conformance to Section R802.10.1, shall be provided to the building official and approved prior to installation or at time of framing inspection. Floor Plan-2nd with Structural info ¼"=1'-0" 2868 12 6 12 6 6'-0" 1'-4 3/4" 10'-1 1/8" 4'-0" 10" 11'-7 7/8" 17'-7" #4 DOWELS @ 2'-0" O.C. 16" Pre-engineered I-Joists @ 16" o.c. ¾" T&G OSB Sub-Floor Glued & Nailed LOFT STORAGE 2" Rigid insulation. Taper cut Top 2" Rigid insulation. Taper cut Top DOUBLE 2" X 6" TOP PLATE 12" Overhangs @ Eaves (Typ) VINYL VENTED SOFFIT GALV. DRIP EDGE ALUM. FASCIA 2" X 6" SUB FASCIA ½" OSB ROOF SHEATHING W/ H-CLIPS Energy Heel SCISSOR ROOF TRUSSES @ 24" 0.C. HURRICANE TRUSS CLIPS @ EA END OF TRUSS 1" CONT. AIR SPACE ASPHALT SHINGLES FELT PAPER ICE & WATER SHIELD UP ROOF 36" MIN. 2" X 6" BOTTOM PLATE UNDISTURBED SOIL LAP VINYL SIDING HOUSE WRAP 7/16" OSB EXTERIOR SHEATHING 2" X 6" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-0" O.C. MINIMUM 12" FROM END OF RUN VAULTED CEILING 3/12 Interior Pitch ROOF TRUSSES @ 24" O.C. (Brace per Mfr' specs) CONT' RIDGE VENTING DOUBLE 2" X 6" TOP PLATE 2X6X6' WALL STUDS 16" O.C. SLAB ON GRADE 4" Poured concrete slab (5,000 psi min) 6X6 10/10 W.W.M reinforcing 6 Mil Poly Vapor barrier Crushed stone or Compacted R.O.B. Gravel over undisturbed earth 10" deep X 20" wide Slab Haunch w/ 3-#4 Bar continuous R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. Return ends into wall (Typ.) **All Handrails are to be continuous from a point directly above the lowest riser to a point directly above the highest riser @ all Stairs.** Main Stairs 18R @ 7 3/4" 17T @ 9" + 1 1/8" Nosing (+ Lndg) Handrails - 34"-38" Above Tread Type 1 Handrail - 1¼"-2" dia. or max perimeter of 4"-6¼" Provide min. of 1½" clearance between wall & Rail Frame Tall Wall at stairs w/ Full height 2X6 Timberstrand 1.3E Studs @ 16" o.c. Drop top of fdn. wall 12" @ door openings for slab overpour (typ) 14" Heel 16" Engineered End Joist @ Stairwell 12 6 12 6 2868 6'-0" 1'-4 3/4" 10'-1 1/8" 4'-0" 10" 11'-7 7/8" 17'-7" #4 DOWELS @ 2'-0" O.C. 16" Pre-engineered I-Joists @ 16" o.c. ¾" T&G OSB Sub-Floor Glued & Nailed LOFT STORAGE 2" Rigid insulation. Taper cut Top 2" Rigid insulation. Taper cut Top DOUBLE 2" X 6" TOP PLATE 12" Overhangs @ Eaves (Typ) VINYL VENTED SOFFIT GALV. DRIP EDGE ALUM. FASCIA 2" X 6" SUB FASCIA ½" OSB ROOF SHEATHING W/ H-CLIPS Energy Heel SCISSOR ROOF TRUSSES @ 24" 0.C. HURRICANE TRUSS CLIPS @ EA END OF TRUSS 1" CONT. AIR SPACE ASPHALT SHINGLES FELT PAPER ICE & WATER SHIELD UP ROOF 36" MIN. 2" X 6" BOTTOM PLATE UNDISTURBED SOIL LAP VINYL SIDING HOUSE WRAP 7/16" OSB EXTERIOR SHEATHING 2" X 6" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-0" O.C. MINIMUM 12" FROM END OF RUN VAULTED CEILING 3/12 Interior Pitch ROOF TRUSSES @ 24" O.C. (Brace per Mfr' specs) CONT' RIDGE VENTING DOUBLE 2" X 6" TOP PLATE 2X6X6' WALL STUDS 16" O.C. SLAB ON GRADE 4" Poured concrete slab (5,000 psi min) 6X6 10/10 W.W.M reinforcing 6 Mil Poly Vapor barrier Crushed stone or Compacted R.O.B. Gravel over undisturbed earth 10" deep X 20" wide Slab Haunch w/ 3-#4 Bar continuous R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. Return ends into wall (Typ.) **All Handrails are to be continuous from a point directly above the lowest riser to a point directly above the highest riser @ all Stairs.** Main Stairs 18R @ 7 3/4" 17T @ 9" + 1 1/8" Nosing (+ Lndg) Handrails - 34"-38" Above Tread Type 1 Handrail - 1¼"-2" dia. or max perimeter of 4"-6¼" Provide min. of 1½" clearance between wall & Rail Frame Tall Wall at stairs w/ Full height 2X6 Timberstrand 1.3E Studs @ 16" o.c. Drop top of fdn. wall 12" @ door openings for slab overpour (typ) 14" Heel 16" Engineered End Joist @ Stairwell 2868 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Building Section ¼"=1'-0" 1 A/8 1 A/8 Section Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-8 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. 1'-4 3/4" 6'-0" 10'-1 1/8" 17'-5 7/8" 16" TJI FLoor Joists @ 16" o.c. DOUBLE 2" X 6" TOP PLATE 12" Overhangs @ Eaves (Typ) VINYL VENTED SOFFIT GALV. DRIP EDGE ALUM. FASCIA 2" X 6" SUB FASCIA ½" OSB ROOF SHEATHING W/ H-CLIPS Energy Heel SCISSOR ROOF TRUSSES @ 24" 0.C. HURRICANE TRUSS CLIPS @ EA END OF TRUSS 1" CONT. AIR SPACE ASPHALT SHINGLES FELT PAPER ICE & WATER SHIELD 2X6X10' PRE-CUT WALL STUDS 16" O.C. 2" X 6" BOTTOM PLATE3/4" OSB FLOOR SHEATHING GLUED & SCREWED LAP VINYL SIDING HOUSE WRAP 7/16" OSB EXTERIOR SHEATHING 2" X 4" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-0" O.C. MINIMUM 12" FROM END OF RUN ROOF TRUSSES @ 24" O.C. (Brace per Mfr' specs) CONT' RIDGE VENTING BEARING WALL 2X4X10' WALL STUDS 16" O.C. DOUBLE 2" X 6" TOP PLATE 2X6X6' WALL STUDS 16" O.C. SLAB ON GRADE 4" Poured concrete slab (5,000 psi min) 6X6 10/10 W.W.M reinforcing 6 Mil Poly Vapor barrier Crushed stone or Compacted R.O.B. Gravel over undisturbed earth 10" deep X 20" wide Slab Haunch w/ 3-#4 Bar continuous 2" X 6" TREATED SILL PLATE 1/2" ANCHOR BOLTS @ 6'-0" O.C. MINIMUM 12" FROM END OF RUN 2" Rigid insulation. Taper cut Top Frame Tall Wall at stairs w/ Full height 2X6 Timberstrand 1.3E Studs @ 16" o.c. Vaulted Ceiling See detail This Sheet for Shed roof construction & attachment EXPANSION JOINT #4 DOWELS @ 2'-0" O.C. 2" Rigid insulation. Taper cut Top 1'-4 3/4" 6'-0" 10'-1 1/8" 17'-5 7/8" 16" TJI FLoor Joists @ 16" o.c. DOUBLE 2" X 6" TOP PLATE 12" Overhangs @ Eaves (Typ) VINYL VENTED SOFFIT GALV. DRIP EDGE ALUM. FASCIA 2" X 6" SUB FASCIA ½" OSB ROOF SHEATHING W/ H-CLIPS Energy Heel SCISSOR ROOF TRUSSES @ 24" 0.C. HURRICANE TRUSS CLIPS @ EA END OF TRUSS 1" CONT. AIR SPACE ASPHALT SHINGLES FELT PAPER ICE & WATER SHIELD 2X6X10' PRE-CUT WALL STUDS 16" O.C. 2" X 6" BOTTOM PLATE3/4" OSB FLOOR SHEATHING GLUED & SCREWED LAP VINYL SIDING HOUSE WRAP 7/16" OSB EXTERIOR SHEATHING 2" X 4" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-0" O.C. MINIMUM 12" FROM END OF RUN ROOF TRUSSES @ 24" O.C. (Brace per Mfr' specs) CONT' RIDGE VENTING BEARING WALL 2X4X10' WALL STUDS 16" O.C. DOUBLE 2" X 6" TOP PLATE 2X6X6' WALL STUDS 16" O.C. SLAB ON GRADE 4" Poured concrete slab (5,000 psi min) 6X6 10/10 W.W.M reinforcing 6 Mil Poly Vapor barrier Crushed stone or Compacted R.O.B. Gravel over undisturbed earth 10" deep X 20" wide Slab Haunch w/ 3-#4 Bar continuous 2" X 6" TREATED SILL PLATE 1/2" ANCHOR BOLTS @ 6'-0" O.C. MINIMUM 12" FROM END OF RUN 2" Rigid insulation. Taper cut Top Frame Tall Wall at stairs w/ Full height 2X6 Timberstrand 1.3E Studs @ 16" o.c. Vaulted Ceiling See detail This Sheet for Shed roof construction & attachment EXPANSION JOINT #4 DOWELS @ 2'-0" O.C. 2" Rigid insulation. Taper cut Top Mono-Truss L90 Reinforcing Angle by Simpson Strong-Tie or Eq. Truss Hanger Solid Blkg as necessary for hardware attachment 1/2" Roof sheathing 2X6 Sub-Fascia 2X6 Exterior Wall Gable Siding Decorative Bracket Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-9 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Building Section ¼"=1'-0" 1 A/9 1 A/9 Section For full Material Call-Outs & specs Refer to Typ. wall Section on Sheet A-8 Shed Roof Detail 1/2"=1'-0" 2 A-9 2 A-9 "Hurricane" Clip Truss Detail Horizontal L-Reinforcement Note: Install Continuous Lateral Bracing Perpendicular to Bottom Chords @ 10' O.C. Maximum. All Truss Work to Comply with the "Design Specification for Metal Plate Connected Wood Trusses and Quality Control Manual" of the Truss Plate Institute. NOTE: Roof Trusses to be Certified by Truss Manufacturer. Architect to be Notified of Any and All Truss Bearing. Solid Truss Support to be Provided to Foundation. All Roof Trusses to be fastened to Double Top Plate w/ Simpson H5 Clips or Equal 4-8d 4-8d N.T.S. Simpson Strong-Tie H5 or Equal Gable End Truss Lateral Brace Diagonal Wind Brace 2X6 Blocking (Typ) Rigid Ceiling Material. (Gyp. Bd) Directly appliedEnd Wall Trusses @ 24" o.c.(Typ) GABLE END WIND BRACING DETAIL N.T.S. 14" Insul vent Baffle Extend Sheathing up over face of raised heel truss Fasten to ea truss w/ min of 3-8d nails. Overlap Wall Plates 6" m in. 12" R-38 F.G. Insul. 14" Truss heel. Ext. Wall 3" 9"2'-0" 12" Dropped Gable End truss to allow for 2X6 Outlookers Common Trusses @ 24" o.c. 12" Gable O.H. Gable truss 9" out from face of Main Gable wall BKT 8X8X4 by Fypon or Equal Fasten w/ 2" Galv Finish nails and Urethane based PL Premium Adhesive 7/16" OSB Wall Sheathing 5/4 X 10 Frieze Trim Vinyl Siding Vinyl Shakes Galv Drip Edge Alum. Fascia- wrap under overhang Gable Build-Out Detail ½"=1'-0" 2X6 Outlookers @ 16" o.c. Finish Trim 1X6 PVC Frieze Starter Strip / J-channel 1X10 PVC trim ripped to fit 1 A-10 1 A-10 Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Shear Wall Detail Stair Detail Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-10 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. Typ. Truss Heel Detail 1/2"=1'-0" Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 General Notes Code Compliance Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-11 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S. © 2020 International Residential Code of NYS- REVIEW Occupancy : Single Family Dwelling Classification by Construction Type: Frame Construction Building Height: 27'-9"+/- Number of Stories: 2 Stories (Story ht of walls <11'-7") Minimum Ceiling Height: 7'-6" Special Kitchen Extinguishing System: Not Required Fire & Smoke Detection: Required ZONING INFORMATION Residential Use - Accessory Structure Sq Ft Storage area not including Garage: 856 Sq Ft STRUCTURAL DESIGN LOADS: Live loads sleeping rooms.................................30 psf non-sleeping rooms........................ .40 psf exterior decks...................................40 psf exterior balconies.............................40 psf Habitable attic ............................. 30 psf attic without storage.........................10 psf Soil Classification (Sandy type Soil) To the best of our knowledge these plans are drawn to comply with the owner's and/ or the builder's specifications and any changes made on these drawings once they leave our control are made at the owner's and / or builder's sole risk, responsibility and expense. It is the sole responsibility of any interested party to verify all dimensions including any other aspect of the enclosed drawing. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The inclusion or specification of building materials included in this drawing does not in any way constitute a warranty of these materials as to fitness, durability, suitability and/or other and the Maker specifically disclaims all such warranties. TermitesFrost Line DepthWeathering NOYES Albany / Schenectady / Rensselaer= 1 Mod. to Heavy48"SevereB11550 Subject to Damage From. Winter Design Temp.Seismic Design Cat. Ice-Barrier Underlayment Req'd Ground Snow Load Wind Design Speed (mph) Topographic effects Special wind region Wind-borne debris zone AIR FREEZING INDEX MEAN ANNUAL TEMP Flood Hazards NO NO NO 1500 IRC 2020 - R301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THESE DRAWINGS ARE COPYRIGHTED AND THE PROPERTY OF (On-Point Building Design, LLC) USE OF THESE DRAW INGS AND CONCEPTS BY ANYONE NOT AUTHORIZED TO DO SO IN WRITING BY On-Point Building Design, LLC. IS PROHIBITED AND MAY SUBJECT SUCH USER(S) TO A CLAIM FOR DAMAGES AS A RESULT FROM On-Point Building Design, LLC. INCLUDING BUT NOT LIMITED TO COPYRIGHT INFRINGEMENT. © CONSTRUCTION DOCUMENTS: 1.The Architect / Engineer has not been retained for construction observation or administration and assumes no responsibility for field changes, contractor methods, material selections, product performance or warranty, or safety during construction. 2.Law does not permit alterations to these documents. The Architect / Engineer must approve any alterations to the drawings. Absent such approval, the Architect / Engineer is not responsible for substantive changes. 3.These plans are instruments of service for the construction of one building only and are not to be copied in any form whatsoever without the express written consent of the Architect / Engineer. 4.The plans are not valid for use in obtaining a building permit without the application of the original "wet seal" and signature of the Architect / Engineer. 5.These documents were prepared for the construction of a single project. Any unauthorized use of these documents is expressly prohibited and constitutes theft of professional services. The documents may not be used for procurement of a building permit without bearing the original seal and signature of the Architect / Engineer. ENERGY NOTES: 1.To the best of my knowledge, belief and professional judgment, Attached plans and specifications are in compliance with Chapter 11 of the 2020 Residential Code of New York State .. 2.Builder shall place an executed New York State Residential Building Energy Standards certificate on or near the electrical panel per Chapter 4 Section 401.3 of NYS ECCC. GENERAL NOTES 1.All General Notes on this sheet shall apply to all drawings. 2.The Contractor shall be responsible for all construction means, methods, and sequencing and shall be responsible to the Owner for providing a safe work environment during the construction period. 3.These drawings do not include necessary components for construction safety. Contractor is responsible for the design and construction of all temporary supports. Brace building until all structural elements needed for stability are installed. 4.This building has been designed in compliance with the requirements of the current Residential Energy Conservation construction Code of New York State & The Residential Construction Code of New York State. Applicable Code is 2020 Residential Code of New York State . 5.All materials shall be installed in accordance with the manufacturer's written instructions and recommendations. The contractor shall deliver to the owner all manufacturers' warranties, guarantees, literature and operating instructions for all products and equipment. 6.Dimensions and details are based on the best available information and contractor shall be responsible for verifying field dimensions before ordering materials and prefabricated items. 7.The contractor shall provide all required materials and components of non-specified items, such as nails, flashing, etc. to provide a complete construction project, sound and weather tight, and to comply with current standards of quality construction. 8.The Contractor shall be responsible for inspecting his own workmanship to the extent that satisfies the Owner. 9.All work shall be performed in the best in most professional manner by mechanics skilled in their respective trades. 10.Contractor shall verify all dimensions in field and report all discrepancies to the Architect / Engineer for resolution. 11.Owner and builder shall comply with all laws, statutes, and rules that govern construction of this residence. 12.All means and methods of construction are the responsibility of the contractor, including but not limited to shoring, support and bracing of existing structures as required for the work. Consult with the Architect / Engineer where necessary. 13.Coordinate selection of all materials and products not specifically called out in the specifications and on the drawings such as painting materials and colors, interior finishes, light fixtures, bathroom fixtures, cabinetry, appliances and accessories, with the owner. 14.The contractor shall provide a one-year guarantee of materials and workmanship for all work undertaken, commencing at substantial completion. The work is also subject to applicable provisions of the home warranty act of New York State. FOUNDATION NOTES 1.Concrete footings shall develop minimum compressive strength of 2500 psi @ 28 days. Concrete walls shall develop minimum compressive strength of 3,000 psi. 2.All footings and piers to be below local frost depth and have minimum 48" earth cover. 3.All piers and girder pockets constructed of c.m.u. shall have block voids filled solid with concrete down to footing. 4.Concrete footing sizes based on minimum 2000 psf soil bearing capacity. 5.All footings to be placed on undisturbed soil. 6.Contractor to coordinate location of all utility penetrations. 7.Concrete Slabs to be 4" (min) monolithic finish (reinforcin per plan) Install in accordance with R506 & industry standards. 8.½" diameter x 12" anchor bolts placed in the middle third of the sill plate at all exterior walls 12" from each corner/ openings-6'-0" o.c. max (min 2/plate) 9.Provide #4 dowels @ 24" o.c. (unless otherwise noted) w/6" imbedment into footing and 24" min penetration into wall. 10.Contractor shall extend excavation for a minimum 36" around entire building perimeter. Backfill with well draining material (sand, gravel) to facilitate subsurface drainage. 11.Sump pit, sewer main, and water meter to be field located. 12.Window well size and depth to be determined in field as required. 13.Dampproof exterior of foundation wall from top of footing to grade. Remove form pins from each face of wall, inside and out and patch area smooth prior to application of dampproofing. 14.Brace foundation wall as required during backfill. 15.3½" diameter Sch 40 Steel Adjustable steel pipe columns to have 15,000 lb. capacity (MIN) w/4" x 6" steel caps (Unless otherwise noted) as manufactured by Tel-O-Post or Eq. 16. Install R-15 FSK foil faced batt insulation Full height at perimeter of foundation exposed to cold.(Min) 17. Location of boiler, electrical panel, and water service sleeves to be determined in the field. 18. All lumber that will come in contact with masonry shall be pressure treated. 19. Grade not to exceed dimension specified in wall section .(see detail). 20. Foundation Wall not to exceed 40'-0" in length without pilaster. ELECTRICAL NOTES: 1.All work shall comply with the 2020 Residential Code of New York State .. 2.The Electrical Contractor shall coordinate his work with the work of all other trades & all work shall be performed by mechanics skilled in the electrical trade. 3.All wiring shall be concealed above ceilings or within walls unless otherwise noted. All exposed wiring shall be located so that it is out of view as much as possible. All exposed conduit shall be done in the neatest and most orderly fashion. 4.HVAC equipment shall be by others. Coordinate with the Heating and Plumbing Contractors and provide all line voltage wiring and connections to their equipment as required. 5.Ground Fault Receptacles must be provided per the residentail code of New York state 6.AFCI receptacles shall be provided in all bedrooms. 7.Minimum of 90% of permanently installed light fixtures shall be rated for energy efficiency. (i.e.-CFL, LED..etc) PLUMBING, HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS: 1.All HVAC work, equipment, etc. shall be in accordance with the 2020 Residential Code of New York State . 2.The HVAC Contractor shall conduct all tests and inspections for the installation of his work as required by the Owner and the local enforcement authority. 3.The HVAC Contractor shall coordinate his work with the work of all other trades. 4.All work shall be performed by mechanics skilled in this mechanical trade. 5.The Contractor shall provide all control wiring. All control wiring shall be concealed from view. 6.The Contractor shall provide operating and maintenance instructions on all equipment to the owner. Information shall be bound neatly and in a comprehensible manner. 7.Provide fireplace where indicated complete with fresh air intake, glass doors, fireproof flue, spark arrestor, required flashings, and parts required AS NECESSARY for a complete installation. Model as selected by owner if applicable. 8.Bathroom,and dryer exhaust to vent to exterior per code. 9.The Contractor and the Owner shall be responsible for the specification of all heating and ventilating equipment not specifically noted on these drawings. The Heating Contractor shall submit catalog cuts on all heating equipment and materials to the Owner and/or General Contractor for approval. 10.All new spaces shall be provided with equipment capable of maintaining a room temperature of at least 68 degrees at a point 3 feet above the floor and 2 feet from exterior walls. 11.Programmable thermostats shall be provided. 12.PLUMBING -Contractor shall comply with the 2020 Residential Code of New York State for the design and installation of all plumbing system components. All work shall be inspected as required during construction and approved at the end of the project by the local enforcement authority. FRAMING NOTES 1.All window & door headers to be two (2) 2x10's unless otherwise noted (see framing plans). All headers in openings 72" or more must be supported by dbl jack studs 2.All wood framing to be 8" minimum above adjoining finish grade. 3.All Framing to be fastened in accordance with table R602.3 (1) of the 2020 Residential Code of New York State . 4.All exterior walls to be Continuously Sheathed 2x6 @ 16" o.c. with R-21 fiberglass batt insulation unless noted otherwise. All interior partitions to be 2x4 @ 16" o.c. except where noted. 5.Install metal or wood bridging at the midpoint of all joist spans except where noted. Not Req'd with Engineered Joists. 6.Provide double framing around all floor openings and under all bearing partitions parallel with joist direction. Modify floor framing as required to accommodate plumbing and mechanical requirements without affecting structural integrity. 7.Inspect all lumber for defects before installing. Discard any such lumber. All rafters and floor joists to be installed with crown up. 8.All framing Studs to be minimum #2 construction grade unless noted otherwise. Rafters & Joists to be SPF No.2 or btr. Do not change size or spacing on any structural elements without engineer's written consent. fb=1,150psi. E=1,400,000 psi (For repetitive use members) 9.Provide concealed wood blocking in all walls to require surface mounted items such as cabinetry, hose bibs, fireplace mantels, molding, railings, towel bars, etc. 10.Provide firestopping where required by The 2020 Residential Code of New York State .. 11.All dimensions are taken to Rgh Framing unless otherwise noted. 12.Roof Trusses to be Certified by Truss Manufacturer. Contractor to coordinate and consult with Architect / Engineer prior to truss fabrication if trusses are to be used in framing. 13.1.9E Micro-Lam Lumber Design Stress - E=1,900,000 psi fb=2,600 psi FIRE, CARBON MONOXIDE & SMOKE DETECTION: 1.Unless otherwise indicated in the drawings, hard-wired smoke detecting devices must be installed in each new sleeping room, outside all new sleeping areas; on each story without sleeping rooms, in basements with or without habitable space. None are required in uninhabitable attics. All detectors in new construction must be inter-connected. 2.Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. 3.Smoke & Carbon monoxide alarms must be provided with battery backup, either internal or remote. 4.Hard-wired detecting devices must be powered from a lighting circuit with no intervening switches. Electronic, low-voltage systems are allowed provided the system complies with NFPA 72 STRUCTURAL NOTES: 1. All structural design elements and components are derived from applicable provisions of the 2020 Residential Code of New York State unless otherwise noted on the drawings. Where noted, certain structural members may be designed using: -The American forest and paper association (AF&PA) national design specifications (nds) -Minimum design loads for buildings and other structures (ASCE 7) -Chapter 16 of the 2020 Residential Code of New York State . 2. No geotechnical evaluation has been done in connection with the foundation design. In accordance with table R401.4.1 the load bearing pressure used for the design of all foundation supporting elements is 2,000 psf for sand, silty sand, clayey sand, silty gravel and clayey gravel. If other soil types are encountered in the excavation, or if the actual soil bearing pressure is questionable, consult with the Architect / Engineer 3. It is not anticipated that ground water will be encountered in excavations. Footings shall not be poured within seasonal high ground water zones; consult Architect / Engineer if high ground water is encountered DN WH AXW31 80" Hdr. Ht 3056DH Tempered 90" Hdr. Ht A31 60" Hdr. Ht A31 60" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 3050DH 80" Hdr. Ht 4060 A31 60" Hdr. Ht A31 60" Hdr. Ht 3056DH 90" Hdr. Ht AXW31 80" Hdr. Ht 2660 2660 2668 2668 2468 36'-0" 7'-3"7'-2"7'-2"7'-2"7'-3" 26'-0" 36'-0" 26'-0" 13'-0" 7'-6" 5'-6" 5'-6" 15'-0" 5'-6" 7'-3"7'-2"7'-2"7'-2"7'-3" 12'-0" 15'-3 1/2" 5'-6 1/2" 9'-0"8'-0" 8'-10" 3'-8" 3'-11" 12'-0"22'-9 1/2" 16'-11"399 SQ FT 77 SQ FT 43 SQ FT STORAGE 865 sq ft 6'-8" Ceiling Line 8' Ceiling Line 6'-0" Walls 6'-0" Walls CLOSET LAUNDRY / MECH Adam J Dorn, P.E. Civil Engineer 281 Grannis Rd, Constantia NY 13044 (315) 525-3806 Drawing Title Project Name: Accessory Structure #92 North St. Saratoga Springs, NY A-12 10/6/2025 As Noted Seal Drawn By: Checked By: Owner Approval: Scale: Date: Drawing No. No. Revisions/Submissions Date E.R.S.Floor Plan-2nd (Finished) ¼"=1'-0" Future 2nd Floor 92 North Street prior to demolition of the house and garage. Aerial views of 92 North Street prior to demolition Current state of 92 North Street after demolition, showing rear access as viewed from Pilkington Lane. Current state of 92 North Street after demolition, viewed from North Street. 93 York Ave. Detached 3 story garage and residence located directly across Pilkington Lane, as viewed from the back of 92 North Street. . 122 North Street The above detached garage located on Pilkington Lane is shown to demonstrate that the character of the proposed garage at 92 North Street matches existing accessory structures in the surrounding neighborhood. 16 James Street The above detached garage located on Pilkington Lane is shown to demonstrate that the character of the proposed garage at 92 North Street matches existing accessory structures in the surrounding neighborhood.