Loading...
HomeMy WebLinkAbout20250039 115 Union Avenue Exterior Modifications Application "HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED" WOR OFFICE USEI TOG:I Sf CITY OF SARATOGA SPRINGS (Application#) DESIGN REVIEW COMMISSION � CITY HALL-474 BROADWAY (Date received) ' 4 SARATOGA SPRINGS, NEW YORK 12866-2296 0RPCRAVE TEL: 518-587-3550 X2533 www.saratoga-springs.org (Project Title) APPLICATION FOR: ARCHITECTURAL/HISTORIC REVIEW Staff Review APPLICANT(S)* OWNER(S) (Ynotappiican ATTORNEY/AGENT Name Saratoga Trackside Condominium Saratoga Trackside Condominiur Steve Hitchcock-ACW Family Builc Address 115 Union Ave. 115 Union Ave. 537 New York 149 Saratoga Springs, NY 12866 Saratoga Springs, NY 12866 Lake George, NY 12845 Phone 214.676.2402 / 214.676.2402 / 518.365.2962/ Email philipartt@gmail.com philipartt@gmail.com acwbuilders@gmail.com Identify primary contact person: ❑Applicant ❑ Owner El Attorney/Agent *An applicant must be the property owner, lessee,or one with an option to lease or purchase the property in question. Applicant's interest in premises: 0 Owner ❑ Lessee ❑ Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 115 Union Ave. Saratoga Springs, NY Tax Parcel #: 66 69 _ 5 29 (tor example:/65.52-4-37) Date Acquired by Owner: Current Zoning District: Property use: ❑ Residential ❑ Non-residential/mixed-use Type of Review: ❑Architectural ❑ Historic ❑ Extension/modification (of current approval) Summary description of proposed action: Has a previous application been filed with the DRC for this property? ❑ No ❑Yes-date(s)? -App.No.(s)? Revised 01/2021 **A "complete" application consists of 1 hard copy(original) ,and I electronic copy of application&ALL other materials as required below: New Construction/Additions ❑ Color photographs showing site/exterior details of existing structures and adjacent properties ❑ Site plan,drawn to scale,showing existing&proposed construction, property lines&dimensions, required&proposed setbacks&lot coverage,site features(fences,walks,trees,etc.);on no larger than 2'x3'sheet—smaller preferred if legible ❑ Elevation drawings showing design of all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture &lamp type,wattage),etc.-include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible ❑ Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Change in exterior building materials (windows,doors, roof,siding, etc.),or color(in non-residential districts only) ❑ Color photographs showing site/exterior details of existing structures and that illustrate affected features ❑ Elevation drawings showing all sides of existing&proposed construction—label dimensions, colors, materials, lighting(fixture&lamp type,wattage), etc.-include compass bearing&scale;no larger than 2'x3'sheet—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts onlX (Front setbacks:UR-I &INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-1=10') - Installation, removal or change in material of drive-and walkways - Installation or removal of architectural,sculptural or vegetative screening over 3' in height - Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2'diameter) For any of above: ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing&proposed construction: include property lines&dimensions, required&proposed setbacks&lot coverage,site features(fences,walks,trees,etc.) street names,compass bearing&scale; no larger than 2'x3'sheet—smaller preferred if legible ❑ Product literature,specifications and samples of proposed materials and colors Signage/Awnings ❑ Color photographs showing site/exterior details of existing structures,and adjacent properties ❑ Plan showing location of proposed sign/awning structure on building/premises: no larger than I I"x 17" ❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile): include all dimensions of structure;type, dimensions and style of lettering or logo;description of colors, materials, mounting method and hardware ❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage, mounting method,and location ❑ Product literature,specifications and samples of proposed materials and colors Demolition ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing and any proposed structures-include dimensions,setbacks,street names,compass bearing,and scale ❑Written description of reasons for demolition and,in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved ❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places,or for a "contributing"structure in a National Register district(contact City staff), provide plans for site development following demolition- include a timetable and letter of credit for project completion Telecommunication facilities ❑ Color photographs showing site/existing structures,and of adjacent properties ❑ Site plan showing existing and proposed structures:include dimensions,setbacks,street names,compass bearing,and scale ❑ Scaled illustration of proposed structures: include all dimensions;colors, materials, lighting, mounting details ❑ Consult Article 240-12.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2021 Request for extension of current approval ❑ Identify date of original DRC approval: Current expiration date: Org.App. No. ❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form ❑Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Form(available here: http://www.dec.ny.gov/docs/permits ej operations pdf/seafgartone.pdf): -Construction or expansion of a multi-family residential structure(4 units +) -Construction or expansion(exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure -Telecommunications facility, radio antennae,satellite dishes - Demolition Disclosure Does any City officer,employee or family member thereof have a financial interest(as defined by General Municipal Law Section 809) in this application? ❑ No ❑Yes - If yes, a statement disclosing the name, residence, nature,and extent of this interest must be filed with this application. Certification I/we,the property owner(s), or purchaser(s)/lessee(s) under contract,of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is,to the best of my/our knowledge,true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Philip T Artt o 10M �:gm°�— °°�� •���- 10/18/24 Date: (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property,the current owner must also sign. Philip T Artt 6�� 10/18/24 Owner Signature: __ .a,•� , Date: Owner Signature: Date: Revised 01/2021 OGA 'j CITY OF SARATOGA SPRINGS 4�j:-' DESIGN REVIEW COMMISSION y F City Hall-474 Broadway Saratoga Springs, New York 12866 0 PORATQ � Tel:518-587-3550 x2533 www.saratoga-springs.org INSTRUCTIONS ARCHITECTURAL/HISTORIC REVIEWAPPLICATION I. ELIGIBILITY:An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2. COMPLETE SUBMISSIONS:Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will only consider properly completed applications that contain 1 original and 1 digital version of the aRplication and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3. ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District • any exterior changes that require a building permit • Installation or exterior change to a structure requiring a • any change in exterior building materials building or demolition permit • a new, or change to an existing, sign or sign structure • any material change to exterior of a structure including: • demolition of a structure -addition or removal of exterior architectural features - installation, removal or material changes to exterior Within a non-residential zoning district: building elements such as roof,siding,windows,doors, • a change in exterior building color porches, etc. • installation of an awning -enclosure or screening or buildings openings such as windows, doors, porches, etc. - installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment,solar panels,wind turbines, radio/satellite transmission/reception devices, etc. ■ Within a front yard setback: - installation, removal or material changes to drive-or walkways - installation or removal of architectural, sculptural or vegetative screening that exceeds 3' in height -installation of accessory utility structures or radio/satellite transmission/reception devices over 2' in diameter • a change in exterior building color within a non- residential zoning district • a new, or change to an existing,sign or awning • installation of telecommunications facilities Note—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. Revised 01/2021 4. DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: • Height—consistent with historic form and context of site and surrounding properties • Scale—relationship of structure and its architectural elements to human size, form, perception • Proportion—relationship among building elements including front facade, windows, and doors • Rhythm—pattern resulting from repeating building elements such as door/window openings, columns, arches, and other facade elements • Directional Expression —compatibility with horizontal &vertical expression of surrounding structures • Massing&Open Space—relationship of structure to open space between it and adjoining buildings • Setback—compatibility with surrounding structures • Compatibility of the following with surrounding structures/properties: - Major building elements (storefronts, doors, windows, roof) - Building materials - Color— (in non-residential zoning districts only) 5. DECISIONS:The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of the filing date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6. AGENDA DATE: Check City's website (www.saratoga-springs.org) for meeting dates. Applications are placed on an agenda on first-come,first-served basis as determined by the completeness of the application. 7. APPLICATION FEE(NON-REFUNDABLE): Make checks payable to the"Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City's Zoning Ordinance available in City Hall and on the City's web site at http://vvww.saratoga-springs.org/544/Zoning-Ordinance. Revised 01/2021 City of Saratoga Springs OFFICE OF PLANNING AND ECONOMIC DEVELOPMENT FEES-2023 Application to City Council FEE Comprehensive Plan amendment $1,800+$300/acre Zoning Ordinance amendment $800+$300/acre Planned Unit Development PUD amendment $800+$300/acre Application to Zoning Board of Appeals Use Variance $1,400+$50/app Area Variance-Residential $350/1st var+$50/app+$150/ea add variance Area Variance-Non-residential $1000/1st var+$50/app+$200/ea add variance Interpretations $650+$50/app Post Work Application Fee Application Fee x 2+$50/app Variance extensions 50%of Application fee+$50/app Application to Design Review Commission Demolition $500 Residential Structures Principal $70 Accessory $70 Extension $35 Modification $55 Multi-Family,Comm,Mixed-Use Structures Sketch $200 Principal $650 Extension $250 Modification $400 Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings Principal $150 Extension $100 Modification $150 Post Work Application Fee Application Fee x 2 Application to Planning Board Special Use Permit $1200+$50/app Temporary Use Permit $500 Special Use Permit-extension $400 Special Use Permit-modification $550+$50/app Site Plan Review-incl.PUD: Sketch Plan $400 per sketch Site Plan Full Residential $400+$250/unit Non-residential $800+$150/1000 sf Administrative SPR Residential $400 Non-residential $800 Extension Residential $250 Non-residential $350 Subdivision-incl.PUD: Sketch Plan $400 per sketch Preliminary Approval Residential:1-5 lots $700+$50/app Residential:6-10 lots $1100+$50/app Residential:11-20 lots $1450+$50/app Residential:21+lots $1800+$50/app Residential-extension $350 Final Approval Residential $1,550+$200/lot+$50/app Non-Residential $2,400/lot+$50/app Final Approval Modification Residential $400+$50/app Non-Residential $800+$50/app Final Approval Extension Residential $250 Non-Residential $350 Other: Lot Line Adjustment/Subdivision Administrative Actioi$400 Letter of Credit-modification or extension $400 Letter of Credit-collection up to 1%of LoC Recreation Fee $2000/lot or unit Land Disturbance $750+$35/acre Watercourse/Wetland Permit $750 SEQRA EIS Review Draft&Final TBD OPED Fees 5 Page 1 of 1 115 Ross Ave—Summary Description and Proposed Action Dear Building Department and Design Review Board, I am writing on behalf of Saratoga Trackside Condominium,the owners of 115 Union Avenue (Ross House) and 125 Union Avenue (Columbus House), to request a building permit and approval from the Design Review Board (DRB) to repair the Porch/Balcony attached to the front of 115 Union Avenue. Overview The existing Porch/Balcony at 115 Union Avenue has developed significant structural issues, necessitating the installation of a temporary support system (see photo below)to prevent structural failure. F Proposed Work We have engaged Doug Adams, PE, of Saratoga Engineering & Design, PC, to design the repairs for the Ross House Porch/Balcony. A copy of the design drawings is attached. The new design incorporates some updates to address issues with the previous structure while maintaining visual consistency with the original design. Existing Porch/Balcony Issues • Original Design: o The porch roof consisted of a combination of a rubber membrane (flat section) and shingles (sloped section), with Trex decking installed on top of the shingles as the porch floor. o Over time, debris (e.g., pine needles) accumulated between the decking and the roof, trapping moisture and causing water damage. o Prolonged exposure to water resulted in wood rot, leading to structural failure of the floor, roof, and supporting columns. (See Photos below for reference.) WX _. _ � `� r, ,, � . _t. ���� ��, _ ..� : ! r _ � ����� ��y� y � s d � ����'7 _ _ r _`. [ �_ y �' /� - � � \ -� � � � .�. r r � . � � . . �. =� _--- -_ - - �- -- -� ._- _�` — fr d �; a.,, u:�� -i � ���•ry �., � K� � .� � � _. '�.. ��. 1"1 �, ,,� � � `. lip- li M�} New Design Details 1. Flooring and Roof Material: o The new design will utilize Intellideck, a durable vinyl membrane that functions as both the roof and the porch floor, eliminating the need for decking material on top. o The selected style is Royal Oak from Intellideck's Naturals Collection (product sheet attached), which closely matches the existing color and look of the porch. Naturals Collection t 1. Boardwalk 2. Silver Maple 3. Royal.dak 4 Homestead Brown o It is important to note that the porch floor/roof is not visible from the street, as shown in the attached photograph. �- ell : " `• ' . - ,,,mac. R 2. Additional Support Column: o The existing porch is supported by 8" decorative wood columns. o To enhance structural integrity, the new design will include one additional column, centered between the two existing columns on the left side of the porch (viewed from Union Avenue). The new column will be an exact match in design and material to the existing columns. Contractor Information The repair work will be performed by ACW Family Builders. • Primary Contact:Stephen Hitchcock, Owner o Email: acwbuilders@gmail.com o Phone: (518) 365-2962 We appreciate your review of our application and supporting documents. Please let us know if additional information or materials are required. Sincerely, Philip Artt President Saratoga Trackside Condominium 214.676.2402 philipartt@gmail.com Deck Membranes Continental-rSm Continental's decking products provide aesthetics and outstan- ding outdoor performance withstanding cold temperatures, The Future in Motion 40 extreme UV exposure and precipitation. Products include tri-laminate,non-woven and woven construc- tions compatible with traditional overlap seam applications.This data sheet relates to our vinyl product laminated to a non-woven back ply designed to meet ASTM D4434,Type II. Product Overview Description Double-ply embossed&printed vinyl sheet laminated to non-woven scrim. Application Outdoor Flooring,Decking and similar outdoor applications Processing Adhesive application to new,unsealed plywood or new,unsealed concrete Dimensional.Color&Weight Properties Total Thickness 0.060"(1.5mm) Width 72inches Physical Properties Elongation >250% ASTM D751-B Breaking Strength >245 N ASTM D751-B Low Temperature Passes-40°C ASTM D2136 Seam Strength >75%of Breaking Strength ASTM D751-B Tear Strength >45 N ASTM D1004 Colorfastness&Surface Durability Accelerated Weathering No Cracking or Crazing ASTM G-154 Heat Resistance >90%Retention of Elongation&Tensile 56 days @ 80°C ASTM D751-B Linear Dimentional Change 0.1%max. ASTM D1204 Water Immersion Wt.Change +/-3%max. ASTM D570 Additional Properties Slip Resistance 0.58 EN 13893:2002 Slip Resistance Classification:R 11 DIN 51130 Slip Resistance(dry) 0.643 ASTM F1678 Static Puncture Resistance Pass @ 15 kg Load ASTM D5602 Dynamic Puncture Resistance Pass @ 10 J Energy ASTM D5635 Heavy Metal Content Less than 100 ppm for Cd,Hg,Pb and Cr(VI) EN 71-3,migration of certain elements,category 3 Properties listed do not constitute a warranty or specification.Test values are based on material conditioned and tested in a controlled laboratory using established standards and procedures.Properties vary based on embossed grain,color,multi-ply lamination and other variables. O'Sullivan Films,Inc. For more information,available colors and additional collections,scan 1944 Valley Avenue I Winchester,Virginia 226011 USA this code and visit www.continental-industry.com. Phone:+1 800 336 9882 1 www.continental-industry.com The content of this publication is not legally binding and is provided as information only.The trademarks displayed in this publication are the property Confinental- 1 of Continental AG and/or its affiliates.Copyright©2022 ContiTech AG. All rights reserved. For complete information go to:www.continental-industry.com/discl_en. NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 IECC ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND l l'-IS" 14'-10" APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 6. EVERY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY SYSTEM IN New decorative 8" wood column ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE to match existin Drill in OF NEW YORK STATE. g' p 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A base of column to existing SYSTEM OF VENT PIPING THAT WILL ALLOW THE OR EMISSION OF AIRTHAT masonry wall using a �"O stn. stl. SEALS OF ANY FIXTURE TRAP SHALLONOT BE HE LIQUID dowel $ screw top Of column to SUBJECTED TO PRESSURE DIFFERENTIAL OF MORE THAN I INCH OF WATER IN ACCORNCE LVL header using sDs screws WITH THE 2020 RESIDENTIALUBUILDING CODE OF NEW YORK STATE. 1 8. ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN Existing Masonry wall 1 ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH Existing8" column, OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4" FOR CONCRETE SLABS AND 2" FOR typ. RAMPS. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAINED MATERIAL IS ENCOUNTERED AT SUB GRADE i ELEVATIONS ----------- --------------- -- --------------------------------------------- ------- --------------------- -----------111 ----------------- 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. ------- --- --------------- -- ----------- ----------- ----------- --------- -------- --- ----------- ---- ----- ----------- ---------- COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF ----- ----------------------------- -- MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13. BEGINNING IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MECHANICAL DISTURBANCES. New 4-ply 14"x7 24" OE 14. DESIGN LOADS: LIVE Microllam L\/L header 1st FLOOR: 100PSFFDEAD i I 2n,d FLOOR: 30 PSF LIVE 10 PSF DEAD Note: SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) 71_3" 01 II'-a " 7-3" 7'-3" any rotted material discovered during the ROOF LOAD: 10 PSF WIND SPEED: 115 MPH,E3DSECOND GUST SEISMIC DESIGN CATEGORY: B demolition phase of this project shall be PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF [71 SOIL GROUP: GROUP I _ replaced with new wood material that matches 15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENS IN THE BUILDING ENVELOP THAT ARE SOURCES OF AIR -Kv the existing (unless otherwise noted) LEAKAGE MUST BE SEALED. . LOTBE GRADED SO AS EXISTING COVERED PORCH f6 WATERHALL AWAY FROM FOUNDATION.O THEI GRADEFACE AWAY FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURES 4.'-10" ol 3'-2" ol q'-O" Front door opening ol 111-0II SPECIFICATIONS. THE MINIMUM BEARING REQUIREMENTS SHALL BE: 4 112" ® ENDS & 7 112" 0 INTERMEDIATE SUPPORTS. i 18. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. Existing stone veneer HANDRAIL MAXIMUM HEIGHT SALL BE AB 34" MINIMUM AND 38" . HANDRAILS SHALL BE CONTINUOUS FOR THE FULL HEIGHT OF THE FLIGHT AND SHALL PROVIDE GRASP-ABILITY AS STATED IN THE BUILDING CODE. 19. ALL SMOKE DETECTORS, CO DETECTORS, & HEAT DETECTORS SHALL BE INSTALLED PER SECTIONS R314 & R315 OF THE 2020 RESIDENTIAL BUILDING CODE OF NYS. J THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. EXISTING HOME 20.THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE, COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ETC.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE REQUIRED 21.WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 22.WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CHANGES PER HOUR OR LESS AS DETERMINED BY THE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1505.4.3 OF THE 2020 COVERED PORCH PLAN RESIDENTIAL BUILDING CODE NYS. 23.UNLESS OTHERWISE NOTED, WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'0": 2-PLY 2X10, FOR OPENINGS >3'0" BUT <5'0": 3-PLY 2X10. ALL HEADERS SCALE: 3�8'=1'-0" SHALL HAVE DOUBLE JACK STUDS. 24.CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED BETWEEN 10 FEET AND AND 15 FEET APART. 25.WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION. THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS 27.MAKE UP AIR WILL BE PROVIDED FOR A RANGE HOOD THAT Intelideck vinyl decking membrane, DRAWS MORE THAN 400 CFM 060" thk. color tbd b owner 28.WINDOW CONTROL DEVICES WILL BE USED IN THE y REQUIRED LOCATIONS " TAG flr. sheathing 29 A OF MINIMUM OF A 6" DROP IN GRADE WILL BE REQUIRED 2x6 flr. Jst. sister to side Of GE 30.THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION ol lo VALUE EQUAL IN R VALUE TO THE ATTIC SPACE AND WILL existing 2x8 flr. Jst. Pitch these flr. HAVE A GASKET SEAL AT THE ACCESS DOOR jst. @) i"/ft. toward drain channel Existingrailing assembly on to of existing Existing railing assembly on top of existing g y p g parapet wall. Replace any rotten balusters or EXISTING HOME parapet wall. Replace any rotten balusters or i parapet wall framing as reci,'d. Match existing m Existing aluminum scupper drain. Work parapet wall framing as read. Match existing Existing2x8 flr. framingmembers, Intelideck into scupper as req d Run Intelideck membrane replace rotted member up walls and flash Aluminum Flashing Pitch m % Existing ceiling framing members, replace rotted members --------------------�; - 3 11 EXISTING UPPER DECK Drainage channel w/1" thk. ------- l" deep fiberglass grating fiberglass grate (optional) - Replace flashing, gutter, 4 ,_ i 10'-4" fascia as req'd N 2" plywood clg. w/lx2 trim pieces, repair/replace, match existing Saratoga Engineering Design, PC N Pitch floor or Pitch floor "/per New 4-ply 1i"x74" Residential/Commercial Design Plans �0 Microllam 2.OE header Replace rotted trim pieces ^' I as req d. Match existing N � ol a'-O"± ref. O Douglas W. Adams Professional Engineer&Designer N = Existing stone _ Cell(sls)ba3-bs99 -' veneer on home Existing decorative post. I- p Repair/replace defective u� O I posts. Match existing 74 Rolling Hills Drive o EXISTING HOME 5II step down Gansevoort,New York 12831 email:saratogaengndesign(,�nycap.rr.com Run Intelideck membrane Existing masonry wall up walls and flash , SARATOGA TRACKSIDE c 115 UNION AVENUE = SARATOGA SPRINGS, NEW YORK c 12866 Top of porch floor N 81_511 /JI_ II COVERED PORCH/DECK REPAIRS II DRAWN BY.- DWA SCALE: AS NOTED DATE: •� � 8'-6�„ 1'-6" DWG. FILE: Ilk Ilk G� C� i-I PLANS & SECTIONS 0 _ UPPER DECK PLAN 1 CROSS - SECTION : PORCH/DECK SHEET 1 of 1 � SCALE; 3/g"=1'-0' y SCALE: 3/8"=1'-0` WHEN THIS ITEM IS STAMPED BY A LICENSED PROFESSIONAL Z ENGINEER, IT IS A VIOLATION OF A THE NEW YORK STATE EDUCATION LAW TITLE SECTION 7209I ARTICLE FOR PERSON CC UNLESS HE IS UNDER THE O DIRECTION OF A LICENSED ENGINEER TO ALTER AN ITEM IN ANY ++ WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.