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2024-0105 Office Use Only ACCESSORY STRUCTURE Permit#: 1.0 2-Ar 00c7 PERMIT APPLICATION Tort ofQueensbtuy Permit Fee: $ ILVO 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.queensburv.net Flood Zone? Y Reviewed By:'yg Project Location: 555 �- 1.�S� ���. kw.c0Gcte'r"/. 7 0• 2 -- Tax Map ID#: �Jo�•,� � ^��( Subdivision_Name. PROJECT INFORMATION: TYPE: Residential CI Commercial Proposed osed Use: MAR O 2024 TOWN OF QUEENSBURY BUILDING 2 CODES 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: �7 / �j Q 1 / l 1st floor: 7. Dec-, 12O• 5- 3 �S, 36.(. v� 'r"'f l I 2"floor:Total square feet:2/9 Brief description of scope of project: k.4111gdy Ec3r St der k / � �,� etS 10e0 1*7 r s�lG�Rd'r o�► P�rr g bec«-42S' C' c'l r )1.) Accessory Structure Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ < Oc3O 2. Are there any structures not shown on the plot plan? ❑ YES /: 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3.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 thework 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: I� -;(el (7� SIGNATURE: DATE: ,3 ,y Accessory Structure Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applica t: /� Name(s): ale (�/cam Qa-2. /mil / /} ,,,/ Mailing Address, C/S/Z: 5 f i h1 /44/ R1� �,1,,s _ ,qLr 11// / '1 Cell Phone: S/�i 3 - �/ Land Line: /UZ Email: Cq/ea,Q 0 ma()//I , (C5 • Primary Own‘r(s): Name(s): cSnk.-t,P a--3 C-(L ve__ Mailing Address, C/S/Z: Cell Phone: Land Line: 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): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): , liar/ 44e Business Name: ( itc ; L_1 ,4Y.-- / Contact Name(s): ,c'-�e k E, i/auJ Mailing Address, C/S/Z: `k,Leei4s` ety Ay /„2r6r`f Cell Phone: ( Land Line: C3/$) 29 Z RGO/ Email: S-r.e i e ® Evrj Lra.uJ C.e' S L.il.pl-7,Ley-. 61 Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: Accessory Structure Application Revised June 2022 STRESS ANALYSIS CUSTOMER: CALE GLEASON DATE: 02/24/24 DESIGN: GLEASON REF: 24055095 . ZP1 SALESMAN # STEVE E. � C �D O MEMBER STRESS FACTOR COMPOSITE rt W TYPE SIZE FACTOR LOAD LOAD I", Oel 1 cu O JOISTS 2X10 DEFLECTION 135 PSF = mD la 16" BENDING 122 PSF n SHEAR 126 PSF 5 • COMPRESSION 167 PSF 122 PSF a BEAMS 2-2X1OLM DEFLECTION 219 PSF ON BENDING 109 PSF iN SHEAR 88 PSF r w t COMPRESSION 276 PSI' 88 PSF Ni i p O F+ ' cn O POSTS 6X6 STABILITY 1001 PSF ; -" N BEARING 454 PSF 454 PSF TOTAL LOAD 88 PSF DEAD LOAD 10 PSF LIVE LOAD 78 PSF STRINGERS 2X12 DEFLECTION 367 PSF BENDING 361 PSF SHEAR 295 PSF COMPRESSION 1178 PSF TOTAL LOAD 295 PSF DEAD LOAD 10 PSF LIVE LOAD 285 PSF • FILE. COPY TOWN OF QUEENSBURY TOWN OF QUEENSBURY BUILDING DEPARTMENT BUILDING CODES DEPT. Based on our limited examination,compliance with our comments shall not be construed as Reviewed B a indicating the plans and specifications are in ~----- full compliance with the Building Codes of ®ate. • � , _ New York State. 23' 1 d in O O X (U 12IN SONO TUBE 6x6 Post 2-2x10Lri BeariJ a•r I SoN a to 604 o Ge. S•4 '/1 " Re low Ord Plan View Curtis Lumber Cale Gleason 885 ROUTE 67 02/24124 Ref:Gleason BALLSTON SPA Scale:3/16"=1' • 23' 1 PJ C . A❑ , 0 CD FD © DI X El O O CI 0) IA ( .) al 4' 2n Pi k 5'—E-1 —'110" f 5' 6n ", .1 • 5' 6n 'Ik 5' 6n Rail Layout Post SKU Description OO DT-BKAL252537RCAP Signature, 2.5"x2.5"X37 POST-HORIZ,BK 0 DT-BKAL252553RCAP Signature, 2.5"x2.5"X53 POST-STAIR,BK _'4 DT-BKAL252537RCAP Signature, 2.5"x2.5"X37 POST-HORIZ,BK DT-BKAL252537RCAP Signature, 2.5"x2.5"X37 POST-HORIZ,BK ❑■ DT-BKAL252537RCAP Signature, 2.5"x2.5"X37 POST-HORIZ,BK Rails Section X-ref Cut From D DT-BKAS0636HRK (Reveal, 6'x36" Rai Kit,Sq Bal, Level,BK) E DT-BKAS0636HRK (Reveal, 6'x36" Rai Kit,Sq Bal, Level,BK) F DT-BKAS0636HRK (Reveal, 6'x36" Rai Kit,Sq Bal, Level,BK) J DT-BKAS0636SRK (Reveal, 6'x36" Rai Kit,Sq Bal, Stair,BK) I DT-BKAS0636SRK (Reveal, 6'x36" Rai Kit,Sq Bal, Stair,BK) A, C DT-BKAS0836HRK (Reveal, 8'x36" Rai Kit,Sq Bal, Level,BK) B DT-BKAS0836HRK (Reveal, 8'x36" Rai Kit,Sq Bal, Level,BK) G DT-BKAS0836HRK (Reveal, 8'x36" Rai Kit,Sq Bal, Level,BK) H DT-BKAS0836HRK (Reveal, 8'x36" Rai Kit,Sq Bal, Level,BK) I, J : 5' 2 9/16" (34.99 degrees) ** Measure/cut on site. ** Design: Gleason IF J 1S 111 (Y) co a C) a Cr) � (D 4' 2" / 0 0 5' 8" 'T 5' 8a 5' 8" Railpost Layout Post SKU Description OO DT-BKAL252537RCAP Signature, 2.5'x2.5■X37 POST-HORIZ,BK OO DT-BKAL252553RCAP Signature, 2.5'x2.5°X53 POST-STAIR,BK �-� DT-BKAL252537RCAP Signature, 2.5'x2.5'X37 POST-HORIZ,BK DT-BKAL252537RCAP Signature, 2.5'x2.5'X37 POST-HORIZ,BK DT-BKAL252537RCAP Signature, 2.5'x2.5'X37 POST-HORIZ,BK STRESS ANALYSIS CUSTOMER: CALE GLEASON 7 DATE: 02/24/24 DESIGN: GLEASON REF: 24055095 . ZP1 SALESMAN # STEVE E. MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X10 DEFLECTION 135 PSF 16" BENDING 122 PSF SHEAR 126 PSF COMPRESSION 167 PSF 122 PSF BEAMS 2-2X10LM DEFLECTION 219 PSF BENDING 109 PSF SHEAR 88 PSF COMPRESSION 276 PSF 88 PSF POSTS 6X6 STABILITY 1001 PSF BEARING 454 PSF 454 PSF TOTAL LOAD 88 PSF DEAD LOAD 10 PSF LIVE LOAD 78 PSF STRINGERS 2X12 DEFLECTION 367 PSF BENDING 361 PSF SHEAR 295 PSF COMPRESSION 1178 PSF TOTAL LOAD 295 PSF DEAD LOAD 10 PSF LIVE LOAD 285 PSF 1 11-4 iii . ,„ , %, 44T-,.7.111.0,01,,,,, , , ,IL .. ..„.„, . ..,.,„„, „,:„ ,- o , ,,,,,..,.., , ••••.. i, .. ,,,, _ ,„, ,,,,,,,,: „i„,, , _ �e�ll! ....„„ . .0_2_ � ii,. ,,,,,,„ � all, ii.. ,_... ,,..,„„ • ,, , ..., . „.I .....---- _•, ,. II 91"'44 0 1 T View Curtis Lumber e l n 885 ROUTE 67 Ref Gleason BALLSTON SPA Scale:To fit 6,1 III 11 I!! .3 III 4 s ,,, s ._•:: ,' '„ s' e V.::1:>' :%, Pill Bottom View Curtis Lumber Cale Gleason 885 ROUTE 67 02/24/24 Ref:Gleason BALLSTON SPA Scale:To fit 3' 2' 1' 10' a-, 1' 10' ❑ M1D ❑ 4' 10 1/4' 1' 33/4' BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 22' 10 1/2" 4 7' 1 3/4' B 6' 9 1/2" 3 2' 10 1/2' C 6' 9 I/2' 3 2' 10 1/2' D 6' 9 I/2" 3 2' 10 1/2' Post spacing is measured center-to-center. Depth of concrete footers --- 48" Beam Layout Curtis Lumber Cale Gleason 885 ROUTE 67 02/24/24 Ref:Gleason BALLSTON SPA Scale:3/16"= E AA A A ] [ B DI c LABEL LENGTH BEVELS LABEL LENGTH BEVELS A Joist (19) 12' 8 1/4" C rim 22' 10 1/2" B fascia 13' 1)0 2)45 D fascia 13' 1)45 2)0 Brim 12' 81/4" D rim 12' 81/4" C fascia 23' 1)45 2)45 E rim 22' 10 1/2" Cut List Curtis Lumber Cale Gleason 885 ROUTE 67 02%24/24 Ref Gleason BALLSTON SPA Scale: 1/4"= fig%i „------ --I----'...-- '/J --�'✓ /✓�� �/ /.-% /ice - 41411111111-i.ii-- r- • •I' I'�;'ll I'1' Y :I 'l J'�fd .,,,,,,%--:,, ,-';;;;,. ",,, .'''-` .• .i . 04.:!:ii:' i ' It val011' . '' Ill . ',ill 4oa oa0°pD Ai) ill go 44. Top View Curtis Lumber Cale Gleason 885 ROUTE 67 02/24/24 Ref:Gleason BALLSTON SPA • Scale:To fit DATE—. — — JOB BY SHEET— OF KUBRICKY CONSTRUCTION CORP. DESCRIPTION_L.iiT ---f)/er2 A PROUD MEMBER OF THE D.A.COLLINSTM COMPANIES _Li I ! ! , �1 I 1 I ' 1111 ■ I I �11111111111111111111 I 1 1 _ - - 1 IMIN _Ell U 1I [ ! 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