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Office Use Only ACCESSORY STRUCTURE Permit#: T - odp - 2021 Town ofct b ry PERMIT APPLICATION Permit Fee:$ 8rJ 742 Bay Road,Queensbury,NY 12804 Invoice#: 522, Y P:518-761-8256 www.queensbury.net Flood Zone? Y N Reviewed By: Project Location: 61 ` (L42. l� S 290 Tax Map ID#: ; —&4 Subdivision Name: PROJECT INFORMATION: TYPE: Residential ❑ Commercial, Proposed Use: STRUCTURE: ❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ Deck ❑ Detached Garage(>300 s.f.) ❑ Dock ❑ Gazebo j' Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp ❑ Shed(<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other: SQUARE FOOTAGE OF STRUCTURE: 1st floor: ora. (i ' 1( ($� 2nd floor: Total square feet: Brief description of scope of project: 1 \ _1`v\s:\ T f _ A6it`no lA lija\f`I • �o©l ORs� . c A& CASLc. JUN 1 202i TOWN OF QUEENSBURY BUILDING &CODES Accessory Structure Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ I e" ri‘ .TC-ct 2. Are there any structures not shown on the plot plan? RYES .r 'NO Explain: DeN4, (NA ( Os& :\ 3. Are there any easements on the property? ❑ YES tam) Sw_d 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3.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 agre to the above: PRINT NAME: ad j;x4 =2:,,, . SIGNATURE: DATE: V12/ e l3L. 0 L— inutho Accessory Structure Application Revised January 2021 • . CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: 1Q Name(s : � \ C\Sh Mailing Address, C/S/Z: (ak emo . �.,um q-3WC 134 (9.%.0 4 Cell Phone:51Z 5- 'a Land Line: 5R--119,- t� Email:t6NNWAAGA OMPR00 veib(R � cni40An 6DyC R C .et)UN- • Primary Owner(s): Name(s): a do vim- �(�t Mailing Address, C/S/Z: (Q� tka_s ( .tr1 •� •-) Q � i�J Cell Phone:5A-%S-SW& Land Line: k%_'1qa 51 Email: MAk))(.12_ \teLhob .0_0 Claiq-h n \ICILVW • °�DIf12 ❑ 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): ' \��(11 \► � Contractor Trade: �-I � f a� ��Q('� Mailing Address, C/S/Z: pS 6) �?( aI ,i' VA• Q u. � i-u Ji RN Cell Phone: Land Line: 5-153•-`7R -SS— Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for any questions regarding this project: w cext,,_\ Cell Phone: Land Line: Email: Accessory Structure Application Revised January 2021 ' JOBNUMBER:140-10 PAGE: PROJECT:STANDARD PLANS FOR 14'x18'RECTANGLE PVC PAVILION Iris doing is the many of Comet lane Woodwo•<ing,LLC,oreviied r Timer Tech Engineering,Ix.and reprodccdon,alteration or cse of this d owing without no wino,consent of County Lase Woodwanng,LC is pvhIbbed.D nos' shag nal be scaled to o=tan dirrensions..ne contactos and bedders im ohred en this oldest stall verify ail dinensnns and conditions adore staring work and ant discrooaef snail se reported to the engineer iisedan before startngworc Peak Height O • 1I'-8Ya' 12 al— 1 Top of Post -- • TOWN OF QUEENSBURY �"n BUILDING DEPARTMENT N o EH Based on our limited examination,compliance 7Bottom of 13 with our comments shall not be construed as Arch `f N w 0 indicating the plans and specifications are in 7'-4" u.d full compliance with the Building Codes of PE ^ R0I New York State. z u OL • r-1 r1 Finished Grade O W ' n L End Elevation 14'x18' ScaleYa o,r_o. TOWN OF QUEENSBURY BUILDI _ e a Peak Height AI r t1'-SYa �� • R • 12 sr-' Date: . i1-...,� • FILE COPY 1--1 1--1 Finished Grade O 0'-0' Side Elevation 14'x18' ScaleYa' =1'-0' • ?Rat`*. C \ik C --1) 1 Pr -i �-k. 1,-I:o LA44 Iqb- . ei �� ' J 209.17-1-24 AST 0453-2021 Smith, Robert & Wanda 61 Masters Common S . . Pavilion 252 s.f. JOB NUMBER:[1/-0-10 PROJECT:STANDARD PLANS FOR 14'x1 B'RECTANGLE PVC PAVILION PAGE:2 OF 5 Hs caving is the property of Coonth Lane Woodworking,LLC,orevided 9h Timer Tech Engineering,Inc.and reproduction,alteration or use of this dawhg without the writtan consent of Coolly Lone Woadworting,LLC is S ehthhed.7awings shall not be scaled to oaain d'inensions.The contacto-s and beildors invoked on this select snall verify at dmonsions and conditions oefore stating wore and any discreaanct stall no reported to the onymee•inwming before stadmg wort. 1T-0}4q' ® 5 Px5 p treated laminated post, laminations oriented as shown • • - III IID Post Layout Plan Scale y4 .1.-0. Foundation Note: The foundation for this pavilion is to be designed according to local code requirements using the design reactions from the chart on the cover sheet of the drawings by Timber Tech Engineering, Inc.having the same job number referenced . above.- The general pier and slab foundation concepts shown on page 4 and 5 have been designed as per the IBC 2009 using an allowable soil bearing pressure of 200C psf. The turn down slab concept should only be used in locations with a design frost depth equal to or leas than the depth of-the thickened edge. This is not a site specific design,consult your local building department for specific foundation design criteria for your area before using these details JOB NUMBER:E1LO O PROJECT:STANDARD PLANS FOR 14'x18'RECTANGLE PVC PAVILION PAGE 3 OF 5 • This cgs tinning the ptopedy of Cornet.Lane Wominoring,LIC,xavifed,1 inner red Engineering.Inc and reprodtction,alteration o•Lse of the&awing without no written consent of CountyLane Woedwnrting,LLC Is ovhbited.Owings l- � ' shall not he scaled to ova in dirensions.no contemn and bugdnn halved on this ooiect snail verity all dimensions and conditions:ofore starting wort and anl discrepancy snail oe repotted to the engneeriiwitig before=digwort. • 18'-8' _ 2'-4" 2'-0' 2'-0'__2'-0° 2'-0' _2'-0" _2'-0° 2'-0' _ 2'-4'_ ' - — -— — — — - — — 7 3 1'xe vinyl face board _  —__ __ _=_ "cast' iv Ii ; — - - - - — _ il o !Z 1 111 1 1 _ —_— — ——_ — — — — , — I 1 i 1 I I 1x6 T+G f1 SW decking • a Ill l 1 , -- - - _ 7 '' 1 1 1� NII II 1 I =j1 I I I I 11 I11 1 /1 I I (1)2x8 and(1)2x6 top 11 I — - - - / I 11 1l I I I I 1 —— — — _ I I I plate,flat,side by side '� of II II I I I I I I I I I I I ----._ /�I 1111111111 IIII kr N II III III 1 1 1 1 /- -- - -\I IIII I I I II I II c (2)2x6 hip rafter o. I I 1 I I I 1 I 1 1 1 �`-_ _—_— \l I I I I n 1-11 IIIIIIIIIiII _ _ _ \IIIIII II `�, Il II I - - .1—_1 - - - — I i II II , •o' IIIII i I /_ _—_-_-- _- -- - \ III IIIII In M, IIIII I - - — -- - -- \' n cal _ laminated _——_—— — — I I I I II 5 Z'x5 2'treated laminated v III/ —_ --_ -- -- --- --=\I11 I post,wrapped N - L,� = _ — = —— —— '— — — `;J — 2x4 rafter,spaced as shown Roof Framing Plan _ __ Scaley4- -0' ______.) FacAtmi-t-- g 'S Da_ e5�� --5 rtt-‘-t)S JOB NUMBER:E1Z0'0 PROJECT:STANDARD PLANS FOR 14'x1 D'RECTANGLE PVC PAVILION PAGE:4 OF 5 fnisdasin g Is the rro Pent afCantp•kane Waodwerting,lLC,provided:t lln:er Tech=npineering,lm.and reprodtction,alterGononse at this dawiigw'tthout na wirten consent of County izne Woadwnr<ng,LC is onhaited.Oawigs shad not be scaled to o:tan direuiens.The contatto s and ecilden involved an this project stall verify a dinensions and wndauns oetere stating work and ant discmpang snail no reported to the a guen•inwiting before stating wore 5 2"x5 2° treated laminated \ / post, wrapped \� Vinyl base trim Finished grade • N � . • 1 e"x4'x8"x3 8' angle,fasten to post w/ ' (6)#10x3 in screws and to concrete . a pier w/ (1) 2'+x4' Powers Wedge-Bolt screw anchor < #3 stirrup wrapped around vertical a bars, equally spaced (1 of 3) a • 4. d. Concrete sonotube, 3000 psi • 4.2 -#4 vertical rebar w/3" hook(1 of 4) 1 r. }l T-61 Pier Concept Scale 1" = 5 2"x5 2" treated laminated \post, wrapped, w/ decorative base Edge of vinyl base trim B3 II IIii 1V� 18'+concrete sonotube r 1 s x4'xe'x3 a' angle, fasten to post w/ #4 vertical rebar below(1 of 4) 67/ (6) #10x3 2' screws and to concrete s pier w/ (1) 2'+x4° Powers Wedge-Bolt #3.stirrup below screw anchor (1 of 3) See foundation View 1 Pier Concept Scale 1' = 1t-o'- note on page 2 for design information I. 'JOB NUMBER:ElLO--1G _ PAGE:50F5 PROJECT:STANDARD PLANS FOR 14'x18'RECTANGLE PVC PAVILION i tnis dating istha paperty of Ca,ntrt lane Woudworcing.LW.srovkle l et rimer tech Engineering.Ix.and reproduction,alteraho tor use of this dawn to without ne w roes consent of Coney Lase Woodwowing,LC is sehiltHed.9awigs Y " shed not to scaled to octait&Tensions-ne cottactoa and builders ineotred on this project snail verify all dimensions and conditions notate stating work and ant discreoatg snail se reported to the engiteer iswitng before stadngwort 5 2'x5 t treated laminated post, wrapped � 1 e°x4'xe"x3 $° angle, fasten to post w/ (6) #10x3-z'" screws and to concrete pier w/ (1) 23'2 i"+x4° Powers Wedge-Bolt screw anchor Vinyl base trim turn down slab, 3000 psi min. Finished grade .4 ,T. 4° Concrete slab w/6x6 W2.9xW2.9 /-Concrete welded wire reinforcement a a - 3"1 a• . • _-Sand fill, compacted to 95% modified o :"rp ::'�'::'> proctor under 6 mil.vapor barrier • Z., - a.. . \ #3 Stirrups wrapped around ►. horizontal bars, 24" o/c 3' 3' #4 Continuous rebar(1 of 4) 1'-o' . • Slab Concept Scale 1" = 1'-0" I 1'-0' -I 5 2'x5 2"treated laminated r post, wrapped 1 a x4"xe'x3 8' angle, fasten to post w/ (6) se pier w/#10x3(1) z+x4"crews Powersandto Wedge-Boconcret it screw anchor P Ill tll�>. 14 MI #4 Continuous rebar below (1 of 4) 2 #3 Stirrups below, 24" o/c Edge of vinyl base trim Corner Post Top View Scale 1" = 1'-0" See foundation note on page 2 for • design information