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AST-0246-2022 I i Office Use Only l ACCESSORY STRUCTURE Permit#: AST- O 2A(o - Z022-- PERMIT APPLICATION p ' Town ofQ u�iy Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.aueensbury.net Flood Zone? Y Reviewed By: Project Location: 441 LoCkha4 t4tA eo.'O UAZ+ 4+41 LI� (;r�Lr6-f- 1 Tax Map ID#: Subdivision Name: N la' PROJECT INFORMATION: i I 0 TYPE: LV Residential ❑ Corn µi I° , ett,,AVoge� Ug@9 TOWN OF OiJI EN,13IJ';R,y STRUCTURE: BUILDING U: COD .::- ❑ 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: lstfloor: NIA 2"d floor: '�IZ Total square feet: 3 12 Brief description of scope of project: Re,KAWOL 92v1J SPoSat 6 d&JC Plt , rGLI��nGjS G(ytd de t Pwqn% Newly Qmed deck wtzkl new deckln5 acid C46 rglllnq. �I i Accessory Structure Application Revised March 2022 i CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: f�I j Name(s): 01�}41P,,rnP��d�e�s CN"" CIS no, Sr Mailing Add r ss, C/S/Z: 33 A�-wEJl �oad� Ofr�� t'S �� Phone: �I���qt� �(0�4 Land Line: djA- Cell Email: n"K6 @ VJ0AheYV)61d.COWJ • Pri ar Owners : . Name(s): ek VAm(G6 Mailing Address, C/S/Z: A41 Lmkh,44 Min 4 —VA441 Lka �Dt Cell Phone: ��� `� v)�ZZ Land Line: I+- Email: ❑ 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): NOV4 rn I 13VI derS Contractor Trade: �rl=r Mailing Address, C/S/Z: �33 A-+WeA( 12oad 0ir-levAirrw �' ` ➢��J1 Cell Phone: C Jkfi gWp(oq 4- Land Line: w119- Email ndP Y76@t nOf4he -r.)UJ.caP 1 "Workers' Comp documentation must be submitted with this application" c fiLL • Architects En iheer s : Business Name: mIr1eeoi l A-pt�'�llti Contact Name(s): porci& 1�je�'!G►4 Mailing Address, C/S/Z: .J(p kleA5, I X. 4,0h 5UNL-4 54 ry SIOnnb W 1 2flo l6 Cell Phone: `"0 Land Line:(61o5-n- r3io Email oeor$�-JAA30,yahozo(n Contact Pers for any questions regarding this project: Niako las dY�P.t�140 Cell Phone: �(� 1 (e Weill Land Line: Email naemnoa ►1o� i�,✓nb��.cor► j i i i Accessary Structure Application Revised March 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ )D11 0C0 I 2. Are there any structures not shown on the plot plan? ' ❑ YES LEI NO ExpllIL: 3. Are there any easements on the property? ❑ YES W NO DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance If 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. Ifthework 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 licen led land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: Doi PRINT NAME: �IDi-��jern Suilderi SIGNATURE: MA Jl'1j M4MbqATE: 22 i I I Accessory Structure Application Revised March 2022 i i Deck - and Roof Design checklist Is deck freestanding or affached Footing Sono tubes sized for posts 4x4 8" 6x6 12 Big 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 J4 Galvanized or stainless steel bolts shown NO ZINC COATED f�ex headed bolts NO CARRIAGE BOLTS Diagonal bracing shown for deck over 24" 4 Floor joists parallel to carrying beams Vh�/Deck post to beam attachment shown Y'rh-,Y� Over 30" requires handrail Over 30" requires guards Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38" r I Revised 4/15/2021 Engineering America co. 8 Fielding Street Glens Falls, NY 12801 518-615-0201 Georgeyas3@yahoo.com June 9, 2023 Mr. John O’Brien Building Inspector Town of Queensbury, NY Re: As Built Report Unit 47 Deck Top of the World Dear Mr. O’Brien: This letter will serve to state that Unit 47 deck plans were prepared by me or by someone under my supervision. The deck repairs were observed by me during construction, and the deck was repaired in substantial compliance with the drawings provided to the Town of Queensbury, NY, and any changes during construction were discussed between the Contractor and myself and approved by me prior to being implemented. If you have any questions give me a call. Sincerely, George Yasenchak, PE Cc: R. Waugh – ToW N. Denno BY I REVISION ALUMINUM POSTS AND STEEL CABLE - (2)2x 10 P. T. RIM (2)2x6 BETWEE JOISTS /--1 NEW 3-1/2x 16" WOLMANIZED GLUELAM BEAM 24'-2" Support Angles - New Outer Beam Scale: 114" = 1'-0" EXISTING BEAM TO REMAIN INSTALL HEADLOK PER SECTION ---- EXISTING BEAM TO REMAIN I X--0" \-SIMPSON H1 TIE EVERY JOIST 2x8 P.T. DECK JOIST @ 16-in oc EVEN WITH BOTTOM OF EXISTING HOUSE FJ NOTE: IF TREX DECKING IS USED 2x8 P. T. LEDGEF HIDDEN FASTENERS ___,---FASTEN PER DE ARE REQUIRED FLASHING SEE DETAIL SIMPSON OR EQUAL HOLODOWN SEE DETAIL DECK REPLACEMENT IS "DECK" AND NOT "DECK ROOF" USE APPROPRIATE DETAILS EXISTING 1st FLOOR DECK TO REMAIN s-1 Section 1 A-1 Scale: N.T.S. NOTE: SOME 1st FLOOR DECK DECKING WILL HAVE TO BE REMOVED TO INSTALL NEW SONOTUBES IF ALT #1 IS USED GOES TO DST IN WALL 24'-2" Support Angles - Existing Beam Scale: 1/4" = 1' 0" Pr-2 Proposed 2nd Floor Deck A-1 Scale: 114" = 1'-0" NOTE: IF THERE IS AN EXISTING PIER IT MUST BE A MINIMUM OF 48-in BFG OR FASTENED TO BEDROCK, AND A MINIMUM OF 6-in AFG @7 SEE DETAILS FOR MITIGATION NEW 12-in SONOTUBE ON 18x 18x 8" PAD _A MIN 484n BFG AND MIN 6-in AFG Fdn Foundation Plan �-2 Scale: 114" = 1'-0" ACTOR TO POST EXISTING 2x8 DJ TO REMAIN NEW 2x8 P. T. DJ's @ 16-in oc CONTRACTOR TO VERIFY THAT THE NEW POST IN THE ORIVACY WALL SITS ON THE FOUNDATION r NOTE: (4) SIMPSON HOLD DOWS SHALL BE INSTALLED (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 H1 CLIP ON NEW DJ __.2_---1X ON OUTER SIDE EVERY DJ Fr-2 Upper Deck Framing Plan A-1 Scale: 114" = V-0" SIMPSON OR EQUAL LUS26 OR EQUAL EACH FJ r©�j` 1 f311! Di�E�(� RY SPECIAL NOTES: 1. Contractor shall walk through each unit that will be receiving a new deck(s) and observe and cracks or other 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 floor deck. If they are deemed `unacceptable' by both the Contractor and the Owner's representative, they shall be removed and replaced prior to beginning construction of he decks. NEW 2x8 .T. DJ CONCRETE NOTE. @ 16-in oc 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 � a!RIVACY WALL per 80-1b bag. Mix shall not exceed a 6-in slump. o .. Cno EXISTING BEAM • TO REMAIN _.._ General Design CrlWa U� Z 1. Seismic design category - C 2. Concrete weathering probability - Severe NEW3-1/2x 16" 3. Design wind speed - 90 mph DROPPED GLULAM 4. Design ground snow load - 60-psf 5. Termite infestation - Slight to moderate 6. Decay probability - Slight to moderate 7. Exposure category - B 8. Wind-borne region - No L2)2P. r. RIMIM BOARDGeneral B Design Loads ( Deck Floor Load - 60-psf live oad plus dead load NOTE: DECK REPLACEMENT IS "DECK" AND NOT "DECK ROOF" 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 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. VACY WALL 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: 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 grade. 6. Guard height shall be not less than 36-inches. 7. Intermediate rails and spindles shall be placed so as VACY WALL not to pass a sphere 4-inches or greater. Beam - Sign Off: The Unit Owner recognizes and realizes that the specified beam results in a reduced headroom and reduced visibility. Owner Date 100 % Drawings For Construction Z U 0 Q U CO � U pN °CR Z 'S ° J O j 4.. O UC). 0 C T � O `00 c ° C.G `-.Zt2 m om o 0�01� N U 0 00ow2 E-* 0 NN Op a17°''� OCs- NE ONCy�O�,,�O �Dy> Q 0 c�� a ©rn �Y�3ca mac „c 05-0 0 i0-c- 0+410 CC 80J02+aTo0aa OH ,ZC0= pc+rs 0 OW Z- N M " a 4-13-2022 N O) -a O a s+'-0 £s c d� u alU4-W-0U N 0O O d o W +�' V -Z, c 01 0 0, U Y d-0Y :, O L W O VI Z Ol L O +1 r w a r i' 4- ; -P to +I VI ao OL LZ O N W OS 0 S4- E- o aa+1 U EZU++Z DRAWN gy DATE April 13, 2022 PROJECT NO. 21-0233 Tvpical Unit Deck Plans 252.40-1-14 AST-0246-2022 Calvanico, Peter 47 Top of the World Deck repair 312 s.f. Scale: 1/4" = 1 -O" SHEET NO. A-1