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AST-0529-2023 - ` Office Use Only ! `= == ACCESSORY STRUCTURE Permit#: Jac\-- ©FJ2 \ - ?O'Z,� q Town ofQuccnsbury PERMIT APPLICATION Permit Fee: $ 11A-0 — 742 Bay Road,Queensbury,NY 12804 Invoice#: lacD 2-5 P:518-761-8256 www.queensbury.net • Flood Zone? Y 0 Reviewed By:° Project Location: 441 Lockhart Mtn Road - Unit 30 Tax Map ID#: 252.39-1 -1 Subdivision Name: N/A PROJECT INFORMATION: TYPE: 0 Residential ❑ Commercial, Proposed Use: STRUCTURE: ❑ Boathouse (with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower 0 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: Y �� f,_ _-^ ,g ; `; :a SQUARE FOOTAGE OF STRUCTURE: r 1st floor: 288 I, ,j AUG 25 2023 e-` - 2nd floor: I 7Gl l,'of _----, - i i( ;t jw(�Jl`4 ,C � Y 192 Total square feet: 480 (deck) Brief description of scope of project: Removal and replacement of the existing decks. *Plans attached to application. ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $40,000.00 2. Are there any structures not shown on the plot plan? ❑ YES 0 NO Explain: 3. Are there any easements on the property? ❑ YES ® NO DECLARATION: 1. I 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.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. I 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. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. I 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 a certificate of occupancy. I have read and agree to the above: PRINT NAME: Northern Builders - Nicholas Denno SIGNATURE: DATE: 08/2 1/2023 ti CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Northern Builders Mailing Address, C/S/Z: 33 Atwell Road, Porter Corners NY 12859 Cell Phone: 5187966694 Land Line: N/A Email: ndenno@northernbld.com • Primary Owner(s): Name(s): Frank DiPiazza Mailing Address, C/S/Z: 441 Lockhard Mtn Road Lake Geroge NY 12845 - Unit 30 Cell Phone: 917-533-2249 Land Line: Email: fdipiazza44@gmail.com ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Northenr Builders Contractor Trade: General Contractor / Builder • Mailing Address, C/S/Z: 33 Atwell Road Porter Corners NY 12859 Cell Phone: 518-796-6694 Land Line: N/A Email: ndenno@northernbld.com **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Engineering America Contact Name(s): Geroge Yasenchak Mailing Address, C/S/Z: 76 Washington Street Saratoga Springs NY 12866 Cell Phone: N/A Land Line: 518-587-1340 Email: georgeyas3@yahoo.com Contact Person for any questions regarding this project: Nicholas Denno- Northern Builders Cell Phone: 518-796-6694 Land Line: N/A Email: ndenno@northernbld.com Engineering America co. 8 Fielding Street Glens Falls, NY 12801 518-615-0201 Georgeyas3@yahoo.com October 2, 2023 Mr. Nic Denno Re: Unit 30 - ToW Sonotubes - Foundation Dear Mr. Denno: Per our discussion today it is OK to substitute 14-in sonotubes (to 48-in BFG or bedrock) in lieu of the 8-in sonotube and the 18x18x8” pads shown on the drawings. If you have any questions give me a call. Sincerely, George Yasenchak, PE BY REVISION 24'-0" NEW (3) 1-3/4x 18" ML Support Angles - New Beam Scale: 114" = 1'-0" -in SONOTUBE 6x6 P. T (3) 2x 10 POST EP . T. BEAM 0 T-4" T -4" -T-4 Foundation Plan Scale: 114" = V-0" (4) SIMPSON HOLD DOWNS (1) AT EACH END AND THE OTHER 2 EQUALLY SPACED ACROSS LENGTH OF DECK SIMPSON OR EQUAL TiE-DOWNS CAN BE APPLIED US26 OR EQUAL TO EITHER THE SIDE OR EACH FJ THE BOTTOM OF THE JOISTS 1ZTOR TO T Di Il�l�l�l�l�f I ■�Vl�ilil■�I�II VACY WALL (2)2x 10 P. T. RIM BOARD Fr-2 Upper Deck Framing Plan A-1 Scale: 114" = 1'-0" NOTE: DECK REPLACEMENT IS "DECK" AND NOT "DECK ROOF" CY WALL VACY WALL 4CY WALL (4) SIMPSON HOLD DOWNS (1) AT EACH END AND THE OTHER 2 EQUALLY SPACED ACROSS LENGTH OF DECK TIE -DOWNS CAN BE APPLIED TO EITHER THE SIDE OR THE BOTTOM OF THE JOISTS SIMPSON CR ECJ� US26 OR EQ JAL EACH FJ 0 N 24'-0" (2) 2x 10 P. T. RIM BOARD Fr-1 1 st Floor Deck Framing Plan A-1 Scale: 114" = 1'-0" 1st Floor Deck - Demo Plan Scale: 114" = 1'-0" TOWN OF QUEENSBURY `l( BUILDING & CODES RT® F'L - Reviewe BY� Date' SPECIAL NOTES: 1. Contractor shall walk through each unit that will be receiving a new deck(s) and observe and cracks or other L imperfections. The Contractor shall be accompanied on this walk through by the Owner's representative. Photos and notes will be taken and made part of the Construction Documents. 2. The Contractor, with the Owner's representative present, shall observe and examine the existing rim boards (not the ledger boards) for both the first floor deck and the second NEW 2x8 floor deck. if they are deemed `unacceptable' by both the T. DJ Contractor and the Owner's representative, they shall be @ 16-in °C ^ h� removed and replaced prior to beginning construction of he decks. RIVACY WALL CONCRETE NOTE. O 1. If bags of SackCrete or QuikCrete are used to pour foundations, sonotubes, retaining walls, or stair pads the Contractor MUST add one (1) shovel of Portland cement TOWN OF QUEENSBURY per 80-lb bag. Mix shall not exceed a 6-in slump, BUILDING DEPARTMENT Based on our limited examination, complP?ncE our comments shall not be constr_,e.' as with indicating the plans and specifications !ri full compliance with the Building :,ode;; of rT� h-i--1 New York State. Genera! Design Criteria 1. Seismic design category - C 2. Concrete weathering probability- Severe 3. Design wind speed - 90 mph 4. Design ground snow load - 60-psf 5. Termite infestation - Slight to moderate w 6. Decay probability - Slight to moderate 7. Exposure category - B w 8. Wind-borne region - No General Design Loads C~� Deck Floor Load - 60-psf live load plus dead load w NOTES: 1. Should the project become delayed for any reason, and the time between the beginning of the project and the date stamped by the Engineer exceed one (1) year the plans must be reviewed for NYS Code changes by a licensed NYS Engineer or Architect prior to beginning construction. 2. All construction shall comply with the 2015 Residential Code of New York State and the Energy Conservation Construction Code of New York State. 3. The contractor/owner shall comply with all laws, rules and VACY WALL ordinances of any public authority bearing on the performance of the work. 4. The contractor is solely responsible for all construction means, methods, techniques, sequences and procedures and for the coordination of all portions of work. 5. The Engineer is not responsible and is to be held harmless by the owner from any claim or suit whatsoever, including all payments or costs involved arising from or alleged to have arisen from the contractor's work to conform to design intent. 6. All measurements to be job /field verified and advise Engineer of any discrepancies prior to proceeding. 7. Drawings not to be scaled from for field work purposes. 8. All stairs: a. Max rise 8 %" b. Min run 9" c. Nose 1 1/8" Handrail & Guard Notes- 1 , Handrails shall be provided on at least one (1) side of each continuous run of treads or flight with four (4) or more risers. 2. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, shall be not less than 34-inches and not more than 38-inches. 3. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. 4. Handrail Grip: VACY WALL a. Type I. Circular cross section shall have an outside diameter of at least 1-1/4" but not greater than 2". 5. Guards shall be located on all porches, balconies, ramps or raised floors located 30-in or more above r-Z ` grade. O, o �-, 6. Guard height shall be not less than 36-inches. v' c 7. Intermediate rails and spindles shall be placed so as 90 rn not to ass a s here 4-inches or greater. P p n rn L OZ w 1 u, C0 Beam - Sign Off: The Unit Owner recognizes and realizes that the specified beam - results in a reduced headroom and reduced visibility. Owner Date 252.48-1-16 AST-0529-2023 DiPiazzar Frank & Linda 1 DO % Drawings 30 Tow For Construction Deck removal & replacement 480 s.f. Upper and Lower Deck Plans O 0 1 u7 O O co .--4 Z 4 r.as c.5 a� co tAD ram. N � C-) "�>- �Z OCU 4Z U U� t 1� i N -CCY 0 O co �O i 4F O O �3 i° W a 0 W o T O 20 y pM--'a ° ° °.__ 00�tt0,+ 0'>a t Ucli=u- 11 OWOt ONTO C'm�� U O y M'C Op^ OCC N¢ � oc;noornao O°y� O c� o+ 004) .0 oEca" « c C r0 >1 a)CL am 41 W OOrUU .OGtt 8_2 OW Z_ C', M Of wrs> * o tat Am 6-1-23 a �0 >+ - L a >+ 4 0) -0 O 3 Uk 4 L L L c t L E t ° -aa L +1 a a U+'W-0U NL. U U O a a 0 N L UI d N° O X N O L H a_O to s o_s a s VI rn41 L O O L a 00 UI S a +• >- a M } +' W +' In a o 0 6 L a 3 C a# Z 4 L L Z O a a O-C a I-- O 0.a+' U EZU+-Z DRAWN gy DATE June 1, 2023 PROJECT NO. 23G-033 SHEET N0. A-1 Scale: 114" = 1'-O"