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2000-308 • •, , • . , . , A NA otigi - •^, • rbe Certificate of - Compliance . „, Town of Queensbury Warren County,New York • • D June 20 , 2000 ate 2000308 This is to certify that work requested to be done as shown by Permit No. has been completed. This structure may be used as a DECK 18 HYDE COURT Location Owner CARLTON,CHRISTOPHER & KATHLEE • TAX MAP NO. 148 . -3-7 4 By Order Town Board TOWN OF QUEENSBURY • • • (-br) ctordi'l3ullai,4de Enforcement • BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518) 761-8256 VALUE $ 1000 2000308 Bung Permit No. TAX MAP NO. 1 4 8 . -3-7 4 CARLTON,CHRISTOPHER & KATHLEEN Permission is hereby granted to 18 HYDE COURT Owner of property located at DECK in the Town of Queensbury,to construct or place a at the above location in accordance to 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. Owner's Address: 18 HYDE COURT QUEENSBURY, NY 12804 Contractor or Builder's Name: CARLTON, CHRISTOPHER . _ Contractor or Builder's Address: Electrical Inspection Agency: Type of Construction: DECK ' . Plans and Specifications: 21 6 SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS " Proposed Use: DECK 1 6 May 17 2 0 0.2 _ „ $ PERMIT FEE PAID—THIS PERMIT EXPIRES (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 the expiration date.) . • 17 May 2000 wi, . Dated at the To of Queensbury this, Day of . SIGNED BY ."--.._. 4,1).e.-- ‘C1/1 A/1;\ for the Town.of Queensbury Code Enforcement Officer • 0.`'r. ''eta �°c' , , TOWN or QUA: I } (:NS{1UIlY ILL Paid a BUILDING & CODES DEPARTMENT— :. . APPLICATION I�OR: IIORCiIES--DECKS- Permit !I . ' '.' ' ' . DOCKS & BOATHOUSESEst. Cast " _ ,,ram A PERMIT MUST BE OBTAINED BEFORE UGuINNINU CONSTRUCTION. PLEASE ANSWER ALL OF THE I:ULLOWINti: The undersigned hereby applies for a hulding Permit to do the following work which will lie done in accordance with the description, plans and specifications submitted, and such special conditions as may be indicated on the permit. 'Ir1O SUS U1 ;'ItWC'lIlIU1i. PL/1r1:; siu\LI. iu: �;uriitil Ii;p WITH TIII; APPLICATION. ---- ._ Owner of Property: C.h n ? r 4 k }e'en earl -fon, P.O. Address Phone ll 1(0I -. o, Property 'Location 'S k^t c. ettkw 6Aret-Flowl pv\-1 Tax Mair ii 1 P-.3-74_ Subdivision Naiue (If applicable) PERSON RESPONSIBLE malt SUPERVISION OF WORK AS REGARDS To BUILDING CODES: Name: ni. Lhck540?1,,..e.,./- tl-3 epr L j) Address / //kb E et Phwie1I)C/7fOi BUILDING SPECIFICATIONS: .. Type of work to bb done: Porch Oltk Dock Uoathouse (Circle one) Size of Structdre to be built (square footage) : t x 4 Foundation Material : Width ,.Thickness 6,r. 56. Tt/ ' Depth of Footing, below grade: Size or Posts or Studs: x x Long Size of Floor Joists: , x P x Span ' Decking or Flooring Material : X-zik� How will Porch or Deck be fastened to building? -10426 ,6 . n �.. .wV • MpY 11 2000 If Roof Will Be Installed, Answer I.ollowInij Questions: 4/4- TOWNOFOUEENSBURY ' 1 BUILDING AND CODE Size oflosts or Studs; • x x Long Roof Rafters: x Spacing Span a Roof Trusses (pre-engineered spacing): , Span Type of Roof: Sloped f at Shed Other (Circle one) Material of Roof: , ZONING INFORMATION: TWO PLOT PLANS MUST BE PREPARED ED AND SUBMiT1'I:D, drown r ea sirn:il,'ly to scale and attachedIto rel ItciiSi iiiiii ►Ti uii<lil crrii—oly wrimiil`rini;if9, whether existing i proposed•tg or proposed and ind :u. wli icate all sot hack dimensions rram property lines. Show local.IVI) ai• water supply and.i location and configuration of septic disposal t11'eu. • Size of Property: ft. x ft. Existing building(s): Size ft. x ft. Size - ft. x ft. Use of Existing buildiug(s) . . ' _ Proposed structure, ffstance from property line:: Front yard ft, Rear yard ft. Side yards ft. and f1, If on corner, setback from side street: ft. • DEC LIUU11'IUN To tho boat: oi' my knowledge and belior the statements contained in this application, together with tlio plans nod spoa•1rir.at:ions .subnritto:O. aro a true altd complete statement of all proposed work to be done on the described prey ses and that r11 provisions or the Building. Code. Cho Zoning Ordinance, and all other 1 145 pertainirr ''•u 'le i>ruI,05CtI work shall be complied with, whether spool tied or net.. 'air ti that such em k authorized by the owner. DATE: —1� - SIGNATURE t; (0. V n r, Owner s Aye is , • ' t, Contractor REVIEWED BY CODE ENFORCEMENT OFFICER, DATE 6 j7 A SIGNATURE ___Y<__ RESIDENTIAL FINAL INSPECTION REPORT • Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive am/pm Depart s-7 Town of Queensbury , Inspector's Initials 742 Bay Road Queensbury,New York 12804 NAME C aQ ! > PERMIT LOCATION C__ax W ) sl' DATE -taw- fro p[ TYPE OF STRUCTURE `�. 4-\c N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct Vent Lo tion, Fresh Air Intake ,�/.(�� ��,� t Plumb Vent through roof I �J'r�"'�) Roof Complete Exterior Finish Complete ( 1 Interior/Exterior Railings 30"to 36" J Exterior Handrails,balconies,landing 181in.or mp�f Interior Handrails stairs both sides 3 or ore Grade 2%away from.foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 181 above grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnac4 area Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft.6 in.on stairs 1 Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entranceJ36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 fin..or more • Railing across window in stairwells si Smoke Detectors: I every level I every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif of Occupancy)_ Okay to issue permanent C/O(Certif of Occupancy) GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road tr C e7 Queensbury,NY 12804. Arrive - am/pm Depart p Inspector's Initials NAME: (..\12,•. __\ , PERMIT# a C LOCATIO l-fte 9 i DATE: C„f �2_QO TYPE OF STRUCTURE: C k RECHECK • N/A NO COMMENTS st<FongslPiers is I Monolithic Pour Form Reinforcement in Place The con . or is responsible for providin pro tion from freezing for 48 ho s fo towing the placement of the co Crete. Materials fo this p ••se on site Foundatio r alipo Reinforcemen in P Foundation/D.uu proofing Backfill Appro Plumbing U •er lab Plumbing Vent/V:nts in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls In -rior R Foundation Walls Exte;or R- Floors o- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging • Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping • • ::=Iecto,...._ C:Se RECEIVED TOWN OF QUEENSBURY . MAY 11 2000 BUI .D�NO & =�+ D` T. • CUSTOM VIEW OW N OF QuEEN3Burly REVIEWED BY „ CUSTOMER CHRIS �, �\---�:d►NG C�u DATE 06/08/00 REF Deck00129 '�`., `�ANd _ DATE FILE COPY ________.„ . . ,, ,, _______---_----I ,, ___:-;:-.--.----- _,_-:„ ._, .,,,<-,:,,,,:-..,... _.,........ ,--„,..,,,, ,,....„\� \\��\\ �.„ •.�\�� \ `���`��`"� TOWN OF QUEENURY BUILiZI aEPi,"cTt�EN �\ \ 1� �� \ Based on our limited exan�nat�ionshall \\\ \\ ��� compliancewith our ca. . \\ �\ \ trued as mdtcating the , ` ;\ \\ \ not be cons �\\ \ ',�\ .���� ��� \ -� ficatlons are in full � .., �� ��\ �- :-- �. , :� ,›- ans and � �`� \�� `'� �`� -, %' nth the code, �- \may Cp Ce WI CURTIS LUMBER 460 BIG BAY RD OUEENSBURY, NEW YORK (5181792 8601 BEAM LAYOUT CURTISy LUMBER CUSTOMER -- CHRIS 460 BIG BAY RD DATE 05/08/00 REF Deck00I29 QUEENSBURY. NEW. YORK (518)792-8601 2-X S 1 i! (i Ii II i II I i I i ! ( n 11 I I I i; 11 1' I i I II ! 11 'i I . 1 I I �! !1 I 11 7 H !I i I I II �� ! it 11 II I1 I ® • c. i ! 11 I 167 I' Iyx� u ! 1 i 11, i 1 i I '1 1 1 !I II II it !I 1 1 1 II 1� ! 1 i I) I 11 i 1j 1. i ii IA ii Ii ; 1 ii II Ii it 1 I II li Li ; BEAM BEAM POST POST II LABEL LENGTH COUNT SPACING A i8' 4 5' 111" , Post spacing is measured center-to-center. Depth of concrete footers -- 48 inches. • BILL OF MATERIALS --- LUMBER CUSTOMER: CHRIS DATE: 05/08/00 REF: SALESMAN * COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE DECKING ff-2'68T 25 EA 2X6 8 ' PT PINE DECKING f610T 20 EA 2X6 10 ' PT PINE RAIL CAP g7612T 1 EA 2X6 12 ' PT PINE HORIZONTAL RAILS 2416T 9, EA 2X4 16 ' PT PINE VERTICAL RAILS 224TB t(0 22--EA ' 2X2 4 ' SQ BAL PT PINE RAIL POST 4412T 2 EA 4X4X12 PT PINE STAIR STRINGER 21010T 14, EA 2X10 10' PT PINE STAIR TREAD 2612T 8 EA 2X6 12 ' PT PINE STAIR TREAD - 2610T 8 EA 2X6 10 ' PT PINE STAIR TRF;AD 268T 8 EA 2X6 8 ' PT PINE BEAMS ,2 EA 2X10 10' PT PINE BEAMS =u T 2 EA 2X10 8 ' PT PINE JOISTS 2812T it '64" EA 2X8 12 ' PT PINE JOISTS 2810T - 5 - EA . 2X8 10 ' PT PINE LEDGER 2Q' ' EA 2X8 12 ' PT PINE LEDGER "SOT EA 2X8 10 ' PT PINE LEDGER 288T 4 EA 2X8 8 ' PT PINE STAIR HANDRAIL/CAP -EEA 2X6 10 ' PT PINE HORZ. STAIR RAILS 41 1 EA 2X4 16 ' PT PINE VERT . STAIR RAILS _ 10- EA 2X2 4 ' SQ BAL PT PINE GROUND POSTS 4410T 1 EA 4X4X10 PT PINE BILL OF MATERIALS --- OTHER MATERIALS CUSTOMER: CHRIS DATE: 05/08/00 REF: SALESMAN # COMPONENT SKU QUANTITY DESCRIPTION JOIST HANGER, 8IN 28SJH 26 EA 8" GALV. HANGER JOIST HANGER NAILS 3"8TPG / al. BOX GALV JOIST HANGER NAILS 16D NAILS 116GDN )_- LBS 16D MAZE PTL NAILS 10D NAILS M1IOGDN 1 LBS 10D MAZE PTL NAILS 8D DECK SCREWS §212XT 3 q BOX 2 1/2" GALV DECK SCREWS D. DFC'u SCREWS r 2�p - -- - LAG SCREW 126LB 10 EA i/2"X6" LAG SCREW WASHER 12W 62 EA 1/2" WASHER TIE-DOWN STRAP 1236✓ 15 EA ALL PURPOSE FRAMING ANCHOR RAILING BOLT, 6IN 126CB 10 EA 1 /2"X6" BOLT NUT 12N 26 LA 1/2" NUT ANCHOR BOLT 128AB 4 EA 1/2 X 8 ANCHOR FOUNDATION BRKT, 4X4 1243 4 EA GALV. POST BRACKET, 4 BEAM BOLT, 8IN 128CB 8 EA 1/2 X 8 CARRIAGE BOLT SONO TUBE 10ECT 2 EA 10"X 12 ' SONO TUBE CONCRETE, 80LB 80CM 1(BAGS CONCRETE, 80 LB BAG S tOV\ . � `f • a STRESS ANALYSIS CUSTOMER: CHRIS DATE: 05/08/00 REF: SALESMAN t MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 74 PSF 161N BENDING 90 PSF SHEAR 98 PSF COMPRESSION 170 PSF 74 PSF BEAMS 2-2X10 DEFLECTION 489 PSF BENDING 196 PSF SHEAR 121 PSF COMPRESSION 317 PSF 121 PSF BOLTS 1/2IN SHEAR 2785 PSF 2785 PSF POSTS 4X4 STABILITY 628 PSF 628 PSF TOTAL LOAD 74 PSF DEAD LOAD 10 PSF LIVE LOAD 64 PSF STRINGER 2X10 DEFLECTION 140 PSF BENDING 168 PSF SHEAR 141 PSF COMPRESSION 576 PSF TOTAL LOAD 140 PSF DEAD LOAD 10 PSF LIVE LOAD 130 PSF STRINGER 2X10 DEFLECTION 139 PSF BENDING 166 PSF SHEAR 139 PSF COMPRESSION 570 PSF TOTAL LOAD 139 PSF DEAD LOAD 10 PSF LIVE LOAD 129 PSF f ? PLAN VIEW CURTIS LUMBER CUSTOMER -- CHRIS 460 BIG BAY RD DATE 05/08/00 REF Deck00129 QUEENSBURY, NEW YORK (518)792-8601 18' L t 2' 2' 4' 2' 8' I i p I '7 . . 1) / 1 i H I I II I II 1 II li 'I II i it ' 1' I:I I IIki I II II 11) I 11 II I , 1/2'1 l I 7 it II II I I I I ;I I ! , I II I II i If I il I I I I . 1, it 'I I i I II I I� II z ii i .. I+ II, h 11 yii 1- !I II u �� il L u 1 u II ! L ,g L LOAD AND SUPPORT: Your deck will support a 63 PSF live load. Posts have 48" below-ground post support. • DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground. The top of the deck support posts will therefore be 15.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson.