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AST-0556-2018 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: AST-0556-2018 Tax Map No: 296.5-1-19 Permission is hereby granted to: FOOTHILLS BUILDERS,LLC For property located at: 31 HIGHPOINTE DR In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: FOOTHILLS BUILDERS,LLC Deck $3,000.00 Owner Address: 9 Mountainside DR Total Value $3,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency FOOTHILLS BUILDERS,LLC 9 Mountainside DR Queensbury,NY 12804 Plans&Specifications Deck 192 s.f. $ 125.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, September 11,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before e expiration •.to. Dated at the To of Que bury T .� ember 11,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STR 4111 E ] d - PERMIT APPLIC Per it e :$ 12_5 O0 Town u!(Zuccu.sbur►• n` AUG 3 1 201 742 Bay Road,Queensbury,NY 12804 i i �nybi : Q 2-3 P:518-761-8256 www.Queensbury.net -- i TOWN OF QUEENSBURY BUILDING& CODES 3F‘J LLA er +N:' ' iv-'t Project Location: 3 I I-1 I G- i-1 Po t N ~�- CCe �G I ctq- 1 r Tax Map ID#: ''''�` 19 t, . S� ( _ J d Subdivision Name: Ro kAN to D (ZD SUSDivis/OP CONTACT INFORMATION: • Applicant: Name(s): Foe T(-ILLS B t.&(Lb t RS — 3 c LE u. C 1 Mailing Address, C/S/Z: `( mo kAp Pups►tD C DP- . au eEN s 8 C 2.yC Y Cell Phone: ( si ) 191 - 19 33 Land Line: ( 71 ) 19 6 - 3S10 Email: Fc bT H tits g LA I L.b -o_s wi e (rm At co r1-. • Primary Owner(s): Name(s): S Am(' Mailing Address, C/S/Z: Cell Phone: ) Land Line: ( ) Email: • Contractor(s): Business Name: ti S A m6 Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: • Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: Contact Person for Building & Code Compliance: 3(CS LC u C-I Cell Phone: (CI ) 191 - 3 3 Land Line: ( 5 (F ) -79 - 3 S 2-° Email: Foo"rHILL.s pu.tLb€SN`/ (,. (9-rAP1rt CG t'\ Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 r PROJECT INFORMATION: TYPE: Commercial X Residential WORK CLASS: ' ` Deck,Open Porch Solar Panels(w/o rafter upgrades) Carport Cell Tower Shed Pavilion, Pole Barn,Canopy Dock Gazebo Detached Garage Boathouse(with or w/o sundeck) 3-Season Porch Other(description: SQUARE FOOTAGE OF STRUCTURE:G 1st floor: 1 t 2'floor: Total square feet: / CI 2-- ADDITIONAL,PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 30° 2. If Commercial project,what is the proposed use: 3. Are there any structures not shown on the plot plan? YES G_Ic) Explain: 4. Are there any easements on the property? YES DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and 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. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 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: Jo 3 E P l u ( SIGNATURE: C4r\ DATE: 812_ Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 , —_,............,...........-...........,,_.........,.._,.., ,--...„........_. .......___,-,--‘ i - 0-, - . . ...... . _ . ..."... . .........M.O........1 ........... . ......-..---- -•-____ _____ -- , , oic ---— CO,,,? Z.'-)..., .„ . - ,--. ,.._, , - . - U,1 0 i C=i ---.... —.-____ . . . - D Grs)1 • --- ------- -• VA eirl 0 0 -- --___ , to ti.,Z - --- ,"'"''''''''"*..'" '.77.' .....' ......*:=7......... ......*.i ............ ."*"..."- ...:-. , = 0 CI le , .'.? ' g) .....1 .. ., — - -- ...*..... ..,......,...... f.r.^'''''',,_ ,.....- .,?.......1, . - ‘ - , • .' s .. ... ,,,.... 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L 1: 'N0i,,8 iItI 1SU,011 ._ . , C - > ..........,--........ i, , ,I1C1 LIVIIIII .. __,.....,„,_ .. ,.............. 11004,110111'16 , ....,... N i' immormimmii ............• • - I.. .,„ • . 'Airi..---- . 1 - 011101.1001101iilli - \ I .. . , .. ... . . I'' 'I OWN OF QUEENSBURY BUILDING DEPARTMENT VINDOW ...„..............................4 Based on our limited Rumination,complianbe ;APE \k------ with our comments shall not be construed as (0 FDN I - 0 ifi dicating the plans and s•;- ;.Ions are in • MI coVicatat with Me :;.. .4:„! PAIdes of )R MORE flew yrm .- ... , 296.5-1-19 AST-0556-2018 ,., . .,.. Foothills Builders 31 Highpointe Dr Deck 192 s.f. . rr ♦ g 1 \ l • \ \ ` i '/ I • 7 . . ........ . r . -__ �{�. Ali .� ./1 i •i , , ! , . 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RECOMMENDED - 16"X 10"CONTINUOUS CONC. WALL CONTROL FOOTING WITH (2)#4 REINF. JOINT LOCATION CONTINUOUS (TYPICAL) T/FOOTING ELEV. (+(Y-Q") BASEMENT SASH (TYP.) nnnritmih1/1 Tr- mi i* .r'!"rw . - . .- I 24"DECK SPAN<8' STAGGER FASTENERS IN 2 18"DECK SPAN<14' ROWS ,1 "©ECK SPANI...<.1 .41 40- 5.5'MIN FOR 2X8• 8.5"MIN FOR 2X10 7.5"MIN FOR 2X12 MIN , LEDGER -_..LAG SCREW OR BOLT "DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT JOI SPACING IS REDUCED TO THAT OF LAG SCREWS SIL TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS FUI EXISTING 3 j4 SHEATHING-W-_. - EF EISTING ~� STUD WALL -------- I •(4)SIMPSON OTTIZ EVENLY 1 SPACED ALONG LEDGER LENGTH WITH END ANCHORS WITHIN 24"OF RIM BOARD- LEDGER ENDS 00,4 4. � �ir. 11 _ NOT FLOOR - LAG SCREWS OR FRAMING BOLTS EXISTING FON r"WALL 318"0 GALV LAG BOLT --- -� WITH MIN 3" PENETRATION INTO PLATE CL "DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS TYPICAL DECK CONNECTION DETAILS NOT TO SCALE . HANDRAIL AND GUARDS ►a PER NOTES --BUILDING EXTERIOR WALL -COPPER OR MEMBRANE FLASHING -•5/4X8 DECKING t 2X PT LEDGER,SEE CONNECTION DETAIL 2X PRESSURE CREATED JOISTS AT 18 INCHES O.C. C--1 SEE PLAN FOR SIZE _ r J a !! 1IiI � tt OIST 1� 18GA FACE MNT JST HANGER AT ill ` EACH JOiST(TYP,) ! MULTI-PLY BEAM--- AT WALKOUT BASEMENTS 11111�' 1/2"0 THRU-BOLTED FLASHING MUST DRAIN TO COLUMN ABOVE SIDING AND FINISHES SEE PLAN FOR SIZE BELOW _11 _ TREATED --, -w,•... 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