Loading...
AST-0100-2023 Office Use Only ACCESSORY STRUCTURE Permit#: �1— ©� O© ?_©23 Town of Queensbury I I�1ITP ICIO • Permit Fe e• p 3 742 Bay Road,Queensbury,NY 128 4 R Invoice#: GWlcu P:518-761-8256 www. ueensbur .. e MAR 10 2023 11 a�..aas,.� ...�.m..i Flood Zone? Y 6N Reviewed 136�`T TOWN OF QUEEN BUILDif IG 0, CODES I Project Location: /5 Tax Map ID#: Lf 3 Subdivision Name: PROJECT INFORMATION: TYPE: XI Residential ❑ Commercial, Proposed Use: STRUCTURE: ❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower Deck ❑ Detached Garage (>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp ❑ Shed (<300 s.f.) ❑ Solar Panels(w/o,rafter upgrades) ❑ 3-Season Porch ❑ Other: !, SQUARE FOOTAGE OF STRUCTURE: MAR 10 2023 1st floor: TOWN OF QUE8E-NS,8UPV 2"d floor: /f BUILDING CODES Total square feet: oCot%sg � Brief description of scope of project: 90-61 e �X►f -fkna Accessory Structure Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ OVl Soo, 0� 2. Are there any structures not shown on the plot plan? ,DYES ❑ NO Explain:7y 0 3. Are there any easements on the property? ❑ YES NO DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,-additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date,100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or description \ of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of certificate of occupancy. I have read and agree to the above: PRINT NAME: rotij SIGNATURE: DATE: —.. Accessory Structure Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): ee lcs7 Vita - Mailing Address, C/S/Z: 6J7 lac v C-q R8 RAS-&- -9pl- fwo S, Cell Phone: -3ggc( Land Line: , Email: mn.-aCUra �Cvn d��t k� � dy�rt✓� 4 � � • Primary Owner(s): Name(s): 3ntnn CalOMLe-5 - Mailing Address, C/S/Z: 15 Kairwary C-f- C��c s ,r� laeol' Cell Phone: S►�=31 -off. - ' Land Line: Email: joLn ts4I-'00. COA, ❑ Check if all work will be performed by_property owner only • Contractods): (List all additional contractors on the back of this form) Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: "Workers' Comp documentation must.be submitted with this application" • Architect(s)/Eneineer(s): Business Name: '::7a p'a4T ee-iel, o ;,r ,�Lc Contact Name(s): Vau� Adam Mailing Address, C/S/Z: 12 q 14;I/s 2cive G' G n�"el yv-1 All Cell Phone: Land Line: Email: 5n,eosTsh 4IY ,r/ Cow, - Contact Person for any_questions regarding this project: ,rD,l� �•�l Cell Phone: S �-3 -39O Land Line: r Email: Accessory Structure Application Revised June 2022 Deck andRoof De'sign checMist — L7Is deck freestandingCrrttache ��- Footing 1� Sono tubes sized for posts 4x4 8" 6x612111-�1ws R=KE5 �L­Big foot or footing for roof load Proper attachment to post and footing shown Proper flashing or waterproofing to structure shown Attachment to structure shown on plans I Galvanized or stainless steel bolts shown NO ZINC COATED t Hex headed bolts NO CARRIAGE BOLTS Diagonal bracing shown for deck over 24" i Floor joists parallel to carrying beams Deck post to beam attachment shown Over 30" requires handrail i( .Over 30" requires guards Over 30" requires guards @ 34" to 38" in height and handrails@ 34"-38" . Revised 4/15/2021 1 ^� V t� i . 8 LUC210 ZMAX concealed face _ mount joist hanger ® ea. end O (Simpson Strong -Tie) -� H2.5oz hurricane ZMAX tie, typlcal - HIZ ZMAX tie, typical 2x12 pt band joist, typical TECHNO metal post P2 w/ adjustable 'u' plate system, hot dip goly. Sizing ! to be verified by installer bxb PT post, anchor to Techno-Post 'u' plate ® bottom 4 Simpson Strong -Tie P06Z or EP06Z (end condition) post cap a top A 0 s _ DECK FRAMING PLAN SCALE: y4"=l'-0" Top of deck _ 2x12 pt band joist w/ Trex finish trim, typical 6x6 PT post, anchor to Techno-Post 'u' plate ® bottom 4 Simpson Strong -Tie 1*06Z or EP06Z (end condition) post cap a top Finished Grade _ TECHNO metal post P2 w/ adjustable 'u' plate system, hot dip gals. Sizing ; to be verified by installer CROSS-SECTION SCALE: Y4"= I'-0" 5r4"xllYe" Parallam Plus P5L SL2 support header, typ. I '�I iliiil i Ii111 J I I I I I I I I 2x12 pt stringers, max. spacin9=12" o.c. w/composite risers 4 treads. Finish side of outside stringers w/composite trim II'_7°t reC 5/4x(o Trex composite decking w/border -2xl2 PT floor joists a 12" o.c. LUS210 face mount hangers ea. end, typical 6x6 knee bracing, typ. Trex 4x4x59" post sleeve/w surface mounted post, 4x4 flat post sleeve cap, Roiling (w/flat drink rail-sq,.edge), aluminum top 4 bottom rails 4 Aluminum Baluster kit (square). Attach 2x12 PT floor joist to existing porch framing using 2-stoggerd rows of Ledgerlok screws a 16" o.c. 2x12 PT floor joists 0 12" ox.. LU5210 face mount hangers ea. end, w/solld wood blocking mid -spans, typical -Ice 4 water shield flashing between floor joist 4 porch wall IrExisting hardscape patio I� I I stone below deck .J J Trex 4x4x5q" post sleeve/w surface mounted post, 4x4 flat post sleeve cap, Railing (w/flat drink roll-sq,.edge), aluminum top 4 bottom rolls 4 Aluminum Baluster kit (square). 5l'4'xllYe" Parallam Plus PSL SL2 support header, typ. Trex 4x4x5q" post sleeve/w surface mounted post, - post sleeve cap, Railir drink rall-sq,.edge), olu top 4 bottom rails 4 Baluster kit (square) . DECK FLOOR PLAN 5CALE: Y4"=1'-0" Trex 4x4x5q" post sleeve/w surface mounted post, 4x4 f lot post sleeve cap, Railing (w/flat drink rail-sq.edge), aluminum top 4 bottom rails 4 Aluminum 5oluster kit (square) . To of deck Connect 6x6 PT post to 2x12 PT band joist using (2) Xs"gp stn. stl. bolts, nuts, 4 washers, typ. Finished &rode TECHNO metal post P2 w/ adjustable 'u' plate system, hot dip gals. Sizing to be verified by installer CROSS-SECTION SCALE: .4"= I'-O" 15 risers ® 'I.55"=5'2" 12 treads ® 11 "=11'O" Existing hardscape patio stone below deck 2x12 pt stringers, max. spacing=12" oc. w/composite risers 4 treads. Finish side of outside stringers w/composite trim rrZk r r j MAR 10 2" I r TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. Ln _=6 LMAR 10 4.:� TUZnJII r TOWN OF QUEENSBURY BUILDING & CO ES EPT. Reviewed B� Date: 290.17-1-43 AST-0100-2023 Coombes, John 15 Fairway Cr Deck & stairs 224 s.f. 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 2O18 IECC ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORE STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND 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 ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE DIFFERENTIAL OF MORE THAN 1 INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. 8. ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4" FOR CONCRETE SLABS AND 2" FOR RAMPS. fO. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE 60. f 1. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL -DRAINED MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL TO NOT LESS THAN 96% 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. 14. DESIGN LOADS: fat FLOOR: 40 PSF LIVE 10 PSF DEAD 2nd FLOOR: 30 PSF LIVE f0 PSF DEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: f0 PSF DEAD WIND SPEED: 115 MPH, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP. GROUP I 15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENS IN THE BUILDING ENVELOP THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. f6. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION. THE GRADE 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 SPECIFICATIONS. THE MINIMUM BEARING REQUIREMENTS SHALL BE: 4 112" ® ENDS & 7 112" INTERMEDIATE SUPPORTS. 18. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE 34" MINIMUM AND 38" MAXIMUM AS MEASURED ABOVE STAIR TREAD NOSING. 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 SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM 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 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 M1507.3 23. UNLESS OTHERWISE NOTED, WINDOW & DOOR HEADERS SHALL BE. FOR OPENINGS <3'0": 2-PLY 2Xf0, FOR OPENINGS >3'0" BUT <5'0": 3-PLY 2X10. ALL HEADERS 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 RANCE HOOD THAT DRAWS MORE THAN 400 CFM 28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS 29. A MINIMUM OF A 6" DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE 30. THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR American Custom Decks And More (319)350-3994 622 Rock City Road Ballston Spa, New York 12020 email: americancustomdecksandmore@gmail.com Saratoga Engineering Design, PC Residential/Commercial Design Plans Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 email: saratogaengndesign@nycap.rf.com JOHN COOMBES 15 FAIRWAY COURT QUEENSBURY, NW YORK 12804 DECK DRAWN BY.• DWd ISCALE. AS NOTED I DATA: DWG. FILE. 14'z16' DECK SHEET 1 OF i WHEN THIS ITEM IS STAMPED A LICENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW PORK STATE EDUCATION P LAW TITLE VIII ARTICLE 146 0' SECTION 7209 FOR ANY PERSON UNZSS HE IS UNDER THE DI CTION OF A LICENSED ENGINEER TO ALTER AN ITEM IN ANY PC WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS tv ALTERED, THE ALTERING U73031 ENGINEER SHALL COMPLY FI NEW YORK STATE EDUCATION (�Q A9t7FES � S I ON`�