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96-389 CERTIFICATE OF COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date August 7 19 98 96389 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 Location 159 MEADbWBROOK RD. Owner SIPOS, GEORGE S. & TAX MAP NO. 59 . -2-2 By Order of Town Board TOWN OF QUEENSBURY Director of Building & Code Enforcement BUILDING PERMIT VALUE $ 1000 TOWN OF QUEENSBURY No 96389 TAX MAP NO . 59 . -2-2 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to SIPOS , GEORGE S . & OWNER of property located at 118 MEADOWBROOK RD . Street, Road or Ave. in the Town of Queensbury,To Construct or place a DECK at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is SHIRLEY T . 118 MEADOWBROOK RD. QUEENSBURY, N. Y. 12804 2. CONTRACTOR or BUILDERS Name SIPOS , GEORGE 3. CONTRACTOR or BUILDER'S Address 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction— (Please indicate by X) DECK ( 1 Wood Frame ( 1 Masonry ( 1 Steel ( ) 7. PLANS and Specifications 467 't9Q FT DECK AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use DECK 40 $ PERMIT FEE PAID -THIS PERMIT EXPIRES �g July 12 98 Of a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Oueensbury before the expiration date.) Dated at the Town of Queensbury this_ 12 Day of July 19 96 ,/ •� SIGNED BY for the Town of Queensbury Building . Zorn • Inspector .(1#1[0 :9° TORN OF QUEENS[IURY ' Fee Paid BUILDING & CODES DEPARiMENT , Permit - C II FOR: PORCHES-DECKS- 1 alp DOCKS & BOATHOUSES Est. Cost 1 A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PLEASE ANSWER ALL OF THE FOLLOWING: The undersigned hereby applies for a Building Permit to do the following work which will be done in accordance with the description , plans and specifications submitted, and such special conditions as may be indicated on the permit. 1WO SETS OF STRUCTURAL PLANS SHALL BE SMITH WITH TiIIS APPLICATION. Owner of Property: 6'1% "j P.O. Address 1(?-. t F-QV Cx,—,N3pCc ev) Phone I( "79. 717 Property Location Tax Map II —z— 7 Subdivision Name ( If applicable) PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES: Name: t!',U-URC, c'DtpC=4'? Address ‘k eAc xs: rn C4�Phone#• � BUILDING SPECIFICATIONS: • Type of work to be done: Porch IEck ) Dock Boathouse (Circle one) Size of Structure to be built (square footace : L , Foundation Material : Width ‹e v TItifiess Depth of Footing, below grade: L.\ ," Size of Posts or Studs : x 4 x Longiz ; __ - Size of Floor Joists: 7 x x Span Decking or Flooring Material : �1144)(,(,rc How will Porch or Deck be fastened to building? L-Pie-6C ON LED _ (Th _)C..V,T&e-D, RCy}C b F !Df If Roof Will Be Installed , Answer Following Questions: Size of Pos Studs: V x x Long . al.. 03 199 Roof Rafters: x Span Roof Trusses (pre-e red spacing) : Span Type of R Sloped Flat Shed Other (Cir one) Mat . -i al of Roof: ZONING INFORMATION: TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED, drawn reasonably to scale and attached hereto, showing clearly and iTT nctly all Buildings, whether existing or proposed and indicate all set back dimensions from property lines. Show location of water supply and location and configuration or septic disposal area. Size of Property: ft. x ft. Existing building(s) : Size ft. x ft. Size ft. x ft. Use of Existing building(s) : Proposed structure, distance from property line: Front yard ft. Rear yard ft. Side yards ft. and ft. If on corner, setback from side street: ft. DECLARATION • To the best of my knowledge and belief the statements contained in this. application , together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be Complied with, whether specified or not, and that such work is authorized by the owner. DATE:\ ram` SIGNATURE- \ ' •Uwr er, Owner' s Ag is Ar hi c.t- �- ' ractor REVIEWED BY CODE ENFORCEMENT OFFICER, DATE "7 ?2 (p SIGNATURE ✓ C (518) 761-8256 TOWN OF QUEENSBURY 11111 " BUILDING & CODE ENFORCEMENT 742 BAY RD. , QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR `✓VDEPART/` INT 21- REQUEST FOR INSPECTION RECEIVED: /0 3`9 NAME r ha-) �/��i� �� LOCATION /s� 9 f'��- ,jay DATE 'e)oij//Q�Fi PERMIT I 9/G �1d TYPE OF STRUCTURE: 3 RECHECK APPROVED N/A YES , NO FOOTINGS/PIERS _ MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONT• CTOR IS RESPONS BLE FOR PROVIDING •OTE TION FRO FREEZING FOR 48 HOUR' FOLLOWING T PLACE- MENT OF THE •NCRETE. MATERIALS FOR T S PURPO.E ON SITE _ FOUNDATIONJWALLPO ' REINFORCEMENT IN PLA E ._ FOUNDATION/DAMPPROOFI BACKFILL APPROVAL PLUMBING VENT/VENTS IN PL CE _ R GH PLUMBING LUMBING UNDER SLAB -. / FRAMING: (// JACK STUDS/HEADERS BRACING/BRIDGI G / JOIST HANGERS v/ JACK POSTS/MA N BEAM i AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- ti/Z.LY 4141c. JJIsT i q,v c�5 (518) 761-8256 imek TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD. , QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR3 6\, DEPART `WINT \I REQUEST FOR )NSPECTION RECEIVED: NAME .7�/��'� LOCATION n&-ert21'vaa.,\ DATE l®/�fjt; PERMIT t / �U�' i9 TYPE OF STRUCTURE:T 4-cx RECHECK V APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR ORM REINFORCEMENT IN Pb'CE THE CONTRACTOR IS RE'.`ONSIBLE FOR PROVIDING PROTE TION —OM FREEZING FOR 48 HOURS FOLLOWING THE PLACE— MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOS ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING _ BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE - ROUGH PLUMBING I'LUMBING UNDER SLAB -_ J FRAMING: 140// :ACK STUDS/HEADE.S RACING BRIDGING JOIST HANGERS 1,,0 JACK POSTS/MAI BEAM AIR INFILTRATION BARR ER HEATING ROUGH—IN INSULATION: FOUNDATION WALLS INTERIOR R— FOUNDATION WALLS EXTERIOR R— FLOORS R— WALLS R— CEILING R— DUCT WORK OR PIPING IN UNHEATED SPACES R— 1c)00 }14v (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD. , QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR/' DEPART I'Ts/ eZ— REQUEST FOR INSPECTION RECEIV NAME LOCH ON / ., d DATE r--- � OMIT 9 TYPE OF STRUCTURE: / RECHECK APPROVED FOOTINGS PIERS N/A YES NO MONOLITHI R FORM REINFORCEMENT IN PLACE - THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION WAL OUR -- REINFORCEMENT FOUNDATION/DAMPPROIIG BACKFILL APPROVAL A PLUMBING VENT V' NTS IN PLACE ROUGH PLUMBIN PLUMBING UNDER SLAB - FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- _ FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- Crol116 TOWN OF QUEENSBURY ��i1.. BUILDING & CODE ENFORCEMENT to 742 BAY ROAD QUEENSBURY NY 12804 (! (518) 761-8256 ARRIVE: DEPART: /Di 40 INSP: T FINAL INSPECTION REPORT - RESIDENTIAL DATE INSPECTION REQUEST ' •CEI NAME 61/461,l LOCATION 17 J12:J, e DATE ig , _ FERMI 1 /[// - TYPE OF ST UCTURE I))IL �` FOOTINGS FOUNDATION _ BACKFILL FRAMING ROUGH PLUMBING SEPTIC INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/: YES NO CHIMNEY HEIGHT/B VE-T/HEIGHT PLUMBING VENT ROOFING EXTERIOR FINISH DECK/PORCH/STEPS/RAIL GS RELIEF VALVES FURNACE/HOT WATER OPERA NG INTERIOR TRIM/PRIVACY DOGS FINISH FLOORS: BATH/KITCHEN WATERTIGHT _OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILING` _ SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES l FOUNDATION INSULATP,N GARAGE FIRE PROOFI 'G DOOR CLOSERS . FINAL ELECTRICAL SITE PLAN/VARIA'CE REQ. FINAL SURVEY P OT PLAN _ OK TO ISSUE 0/0 0• • t . .. FILE Copy TOWN OF 01,7 r:k4SBURY JUL V 1996 I." . REVIEWED rot' ...KAY DATE / ' • / --- ,ir•.144,4_44 4....44(i i i 4 4.4.4,%4,,%••141441. .---.444.:1 i 4 i i 4 4%4%4 4%'14\i 4,4 i 4 4 4.44t44144•••••••••.•••••• •,0•••,,,,,, -.> -".11111111111111111111111111111_ ,,,,, 1 ------ <1 , , , „quel • ' I ' , ''' I 144.'- `•,,,_,,,,,. `,,,, : : : , ' 1 i ;'llt. II Al : t ?•L .. Q it ? \, ,.4 '''-•,..„.„_ &ig-INVE_ -- • ;;;; ;; ,-- -1-- \ ..0, .---Nd&----- • PLAN VIEW FOR LEVEL 3 CUSTOMER -- DATE 06/27/95 REF SIPOS 19'6' 12'6' 7' Cn in tn N CM (D (D I\fJ 11 N N r f • f 12'6' 7' Site description : Your deck will support a 283 PSF live load. Deck height : The decking is 15.5' above ground level, and has no supporting posts. The ground is assumed to be level. Joists : Set joists on top of' beams, 18' center to center. Be sure to follow the deck construction detail available from your store salesperson. Note 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. PLAN VIEW FOR LEVEL 1 CUSTOMER -- DATE 06/27/95 REF SIPOS 14'5 13/16' 42 15/16' 6' 4'2 15/16' /II II� S � /illll I N tp �II�II II�II� [II II Ii ii ii iii m III J II II.II■I!I cn iii_i Ii II_II�III �II�II II�II Lc, —I —mop- n III III III II/ ! l l 42 15/16' 6' 4'2 15/16' • Site description Your deck will support a 208 PSF live load Deck height : The decking is 15.5' above ground level, and has no suppor Ling posts. The ground is assumed to be level. Joists : Set joists on top of' beams, 16' center to center. Be sure to follow the deck construction detail available from your store sn1esperson. Note' The suggested design is not a finished building plan. You are responsible for all measurements being correct, for 'verifying that the desigi (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. PLAN VIEW FOR LEVEL 2 CUSTOMER -- DATE 06/27/95 REF SIPOS 14' Ui Cu N N (tJ Load and support Your deck will support a 47 PSF live load Posts have 48' below-ground post support Deck and post height : You selected a height of 32' from the top of decking to level grand T}ler efcre, U,e tc .1 of the deck support posts will be 23.25' above level grand You- snle5l,erscn can provide information for uneven or sloped ground Joists : k,i„ ''_* Set joists on top of beams, 16' center to center. Be sure to follow the deck construction detail available from your store cntesperson. Note : The design requires knee braces, beam splices and bridging between joists Your materials list trduies the necessary items. 'The suggested design is not a finished building plan You are responsible for all menstirements being correct for verifying that the deign (and any substitutions cr 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 you^ architect for proper construction and ij of materials in the structire. BEAM LAYOUT FOR LEVEL 3 CUSTOMER -- DATE 06/27/95 REF SIPOS AII II II II II 5'1" • B II " II i! II 11 I1 7'9 3/16" BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 12'3" 0 B 12'3" 0 Post spacing Ts measured center-to-center. Depth of concrete footers --- 48 Tnches. • BEAM LAYOUT FOR LEVEL 2 CUSTOMER -- DATE 06/27/95 REF SIPOS A n u u 1 II II 11 1I II 8 1/4" 12'11 1/2" B II II ll l II II II 11 II J \ 7'9 3/16' BEAM BEAM POST POST .LABEL LENGTH (AUNT SPACING A 13'9' 3 6'8 3/4' B 13'9' 3 6'8 3/4' Post spacing is measured center-to-center. Depth of concrete footers --- 48 inches. BEAM LAYOUT FOR LEVEL 1 CUSTOMER -- . DATE 06/27/95 REF SIPOS 4u1h Ida iil !II___________it II! NI Illr • o cu o BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 4'1 1/2' 0 • B 8'1 1/2' 0 12'1 1/2' 0 D 12'1 1/2' 0 E 8'1 1/2' 0 F 4'1 1/2' 0 Post spacing Is measured center-to-center. Depth of concrete footers -- 48 Inches. CUT LIST FOR LEVEL 3 CUSTOMER -- DATE 06/27/95 REF SIPOS D A A A A A A A A A B LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (3) 5'7 1/2" C ledger 5'7 1/2" B fascia 12'6' F45 S45 D ledger 12'3' B ledger 12'3' E fascia 6' FO S45 C fascia 6' F45 SO E ledger 5'7 1/2" CUT LIST FOR LEVEL 2 CUSTOMER -- DATE 06/27/95 REF SIPOS I A A A A A A A A A A 3 DH 1 I C F C LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist C10) 13'6" E ledger 13'9' . B facia 14' F45 S45 ` F cap 4'2' B.ledger 13'6° F section 3'7 1/2" C fascia 14' F45 S45 G cap 4'5 1/2° F0 S45 C ledger 13'9' G section 3'7 1/2" D fascia 14' F45 S45 H cap 14'9° F45 S45 D ledger 13'6" H section 3'4 1/8" E fasria 14' F45 S45 I cap 6'7 1/2" F45 S0 I section 2'10 3/4' CUT LIST FOR LEVEL 1 CUSTOMER -- c DATE 06/27/95 REF SIPOS JP/r/ 0 H N Jur B C D R I D MU D D E J. F L R Q -K LT Ea LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist 8'5 1/2' L45 R45 M fascia 6' F22 C22 B joist 11'l 1/2' L45 R45 M ledger 6'1 314' F45 S45 C joist 13'9 1/2' L45 R45 N fascia 6' F22 522 D joist (4) 13'11 13/16' N ledger 5'9 1/2' F45 S45 E joist 12'8 3/16' L45 R45 0 fascia 6' F22 P2 F joist 10' 3/16' L45 R45 0 ledger 6'1 3/4' F45 S45 G joist 7'4 3/16' L45 R45 P cap 1'2 1/16' F45 SO H fnsria 6' F22 S22 0 cap 1'7 7/8' • FO S22 H ledger 5'9 1/2' F45 S45 \ ❑ section 1'l 1/2' I fascia 6' F22 S22 R cap 6'3 3/4' F22 • I ledger 6'1 3/4' F45 S45 R section 2'9 1/4' J fa .1-ta 6' F22 '22 S cap 1'1 7/8' F22 SO J ledger 5'9 112' F45 S45 T cap 1'1 7/8' FO ? K fascia 6' F22 S22 U cap 6'3 3/4' F22 S2 K ledger 6'1 3/4' F45 S45 U section 2'9 1/4' L fnr;a 6' F22 S22 V cap 5'9 15/16' F22 S45 L ledger S'9 1/2' F45 S45 V section 2'4 1/2' STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: DATE: 06/27/95 REF: SIPOS SALESMAN # TONY MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 501 PSF 16IN BENDING 351 PSF SHEAR 219 PSF COMPRESSION 336 PSF 219 PSF TOTAL LOAD 219 PSF DEAD LOAD 10 PSF LIVE LOAD 209 PSF STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: DATE: 06/27/95 REF: SIPOS SALESMAN # TONY MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 57 PSF 16IN BENDING 74 PSF SHEAR 87 PSF COMPRESSION 154 PSF 57 PSF BEAMS 2-2X8 DEFLECTION 159 PSF BENDING 98 PSF SHEAR 67 PSF COMPRESSION 294 PSF 67 PSF BOLTS 1/2IN SHEAR 1887 PSF 1887 PSF POSTS 4X4 STABILITY 540 PSF 540 PSF TOTAL LOAD 57 PSF DEAD LOAD 10 PSF LIVE LOAD 47 PSF STRESS ANALYSIS FOR LEVEL 3 CUSTOMER: DATE: 06/27/95 REF: SIPOS SALESMAN # TONY MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 970 PSF 16IN BENDING 549 PSF SHEAR 294 PSF COMPRESSION 420 PSF 294 PSF TOTAL LOAD 294 PSF DEAD LOAD 10 PSF LIVE LOAD 284 PSF \ 2,urn In 0 Nix • Frortrii ¢ dame/ I Walker It, ,Iy , Nouse. -Al 0' ri ' Rv yi.lcl� {..¢ �o r;e7 T. ( zst'y % 4 N "reek we// Fr. �; / / .t✓9. /fiX 4).... ` ee,. ,t,+ .. /Yn ` U ` r1++LVl (,3rnk 3S7 Pe,+ 4R3i . 14 ! gien I.P5 ' i.4) 0 AoeTe o•G • f 13u101 or /eo�rncrry w ,q • N 4 w, 'ongi new41 .���.a6' 'et,rre ,,,:i,.r (S7 ' ilrtot/ French b f .a . ,� o.� Q's JUL p 3 1996 • t ' f !sit ' P Zoning Administrator TOWN OF QUEENSBURY _j ' Map of d Survey of Lands to he Conveyed from RED tiHALp A. 4 MARION T. RocKwELL to G .halt. 5 S I Pp$ TOWN of QUE.E_N5buRY WA K.g.E.0 BOUNTY l't .Y. 5cALZ : 1" = 50' DATE o4 SSSuE.: Mqy 2.0, 1965 JOHN 5. \IAN DU5EN Licen5@d Lar,d . 5urveyor GiI¢ns Fails., N.Y. 1-and5 ors irk ' rC.,4t lot 31 of I.P.F''. a "