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98-316 r ' Certificate of COMPI * ance � Town of Queensbury 1 Warren County, New York I - June 23 98 JIE Date 98316 This is to certify that work requested to be done as shown by Permit No. has been completed. DECK This structure may be used as 5 4 COUNTRY CLUB Rn . Owner- SOPRANO , JOSEPH TAX MAP NO , 6 5 . - 2 - 5 . 3 By Girder Town Board TL7 / Qi.ULENSB Director of Building c4L Code enforcement I k - -k k- -- --� - -- BUILDING PERMIT VALUE $ 2000 TOWN OF +QUEENSBURY No. 98316 TAX NAP NO . 55 . - 2 - 5 . 3 WARREN COUNTY, NEW YORK pERM15S1O7fv is hereby granted to .SOPRANO r JOSEPH & OWTIER of property located at 54 COUNTRY CLUB RD . Street. Road or Ave_ To Construct or place a DECK Ave- in the Town of Ocation in a ther with {plot plans and other information hereto filed and at the above location in accordance to application toga approved and in compliance with the Town of Oueensbury Building and Zoning Ordinance. t' Q 810 raraTAIA 54 COUNTRY CLUB RD . QUEENSBURYr NY 12804 2. CONTRACTOR or DUI LDEA S Name SOPRANO] , JOSEPH CONTRACTOR or BUILDER'S Addtan 4. ARCHITECT'S Marne S. ARCHITECT'S Address B. TYPE of Construction — (Please indicate by X) DECK ( I Woad Frame f 1 Masonry ( 1 Steel 11 7. PLANS and $pecifiations 778 SQ ET DECK AS PER PLOT PLAN SPECIFICATIONS No. a. Proposed Use DECK June 11 2000 64 PERMIT FEE PAID — THIS PERMIT EXPIRES . 19 (tf lown9w per required OPPlicAt A I r iondo* a1��n muo be nnads to the Building and 2anina inspector of the June 1998 Gated at the Town of lueensbury this flay of �$ for the Town of Clueensbury SIGNED BY Oui1dbV and Zoalnng truped M TOWN OF QUEENSBURY Fee Paid BUILDING & COMES DEPARTMENT Permit # APPLICATION FOR : PORCHES- DECKS- DOCKS & BOATHOUSES Est . Cost • _ 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 . TWO SETS OF STRUCTURAL PLANS SHALL BE SUBMITTED WITH THIS APPLICATION . Owner of Property : GEC• �tnC -- r (AQ P . O . Address 5,4 ' hJT"k;.y LU eD Phone # Property Location Tax Map # Subdivision Name ( If applicable ) PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES : Address ,�.�` 4 �-k��� �! _1_ Phone# iw= Name : _ +C�C_i �� — BUILDING SPECIFICATIONS : Type of work to be done : Porch Deck Dock Boathouse ( Circle one ) Size of Structure to be built ( square footage ) : Foundation Material : Width Thickness Depth of Footing , below grade : r •vc���t, + � �' Size of Posts or Studs : Z y e� x Lang Size of Floor Joists : ;2)( e ' x ��� x Z!;; ct.n.s*ao jr Decking or Flooring Material : -T-("r-CA CA_L000dx6` How will Porch or Deck be fastened to building ? 2'4 eAes /b rr J o : 5 J r2 l If Roof Will Be Installed , Answer Following Questions : Size of Posts or Studs : x x Long Roof Rafters : x Spacing Span Roof Trusses ( pre-engineered spacing ) : Span Type of Roof : Sloped Flat Shed Other ( Circle one ) Material of Roof : ZONING INFORMATION : TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED , drawn reasonably to scale and attached hereto , showing clearly and distinctly all buildings , whether existing or proposed and indicate all set back dimensions from property lines . Show location of water supply and location and configuration of 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 : ' coz 4 SIGNATURE 0 ner , 7UWner s genc , c ect ntractor REVIEWED BY CODE ENFORCEMENT OFFICER , DATE SIGNATURE r RESIDENTL&L FINAL INSPECTION REPORT ction request received Date inspe Office No. {Sl8) 761-8256 Building & Code Enforcement t �°►rrn' am/pm Depa � Dept, of Community Deveiopmen inspector's Initials Town of Queensbury 742 Bay Road Queensbury, New York IfiD4 1 , vy�eL�, PERMIT NAME DATE LOCATION `TYPE OF STRUCTURE NIA YES NO COIvI3AENTS Chimney Heightr'B" VentlDirect 'Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete } Exterior Finish Complete Interior/Exterior Railings 30" to 36' T"~ Exterior Handrails, balconies, Landing 18 in. or more Interior Handrails stairs both sides 3 or more risers Grade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off exposed/ ator 18" above grade Gas Furnace shut-off within 34 f or within line of site oil Furnace shut-off at entrance to cc area Furnacefflot Water Heater operating Relief Valve(s) installed Headroom, 6 tt. 6 in. on stairs Basement stairs, 6 ft. 4 in. I landrail exterior stairs both sides more 3 risers Interior privacyltrun/doorslmain entrance , 6 Floor Finish Bathroom/Kitchen watertight interior Handrails Balcomes/Landing 18 in. or more Railing across window in stairwells Smoke Detectors: every level 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 — okav to issue CAC (Certif. of Compliance) Okay to issue temp- C/o (Certif. of Occupancy)_ Okav to issue permanent CIO (Certif- of Occupancy) GENERAL i1NSPECTION REPORT Town of Queensbury Dept•, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road r Queensbury, NY 12804 Arriv4E pm De &11K Pn► Inspectors Initials NAME: PERMIT # LOCATION < �s �� � �� � DATE : c, TYPE OF STRUCTURE: RECHECK N/A 'TES NO COMMENTS Footings/Piers _ Monolithic Pour Form Reinforcement in Place The contractor responsible for providing pro, �tr m g for 48 hours fol ng ent of the con Materials for s purpose on site Foundationallpour Reinforcement in Place Foundation/Dampproofiug Backfill Approval Plumbing Under Slab Plumbing Vent./V�nts in Place Rough Plumbing_ Heating Rough-lx- Insulation _ Foundation Wails Interior R- Foundation Walls Exterior R- Floors R- Walls R- C Iling R- uct work or piping m unheated spaces R- per Vent, Attic 'gent Framing Ja k Studs/Headers raci ngJBridg ing Dist Hangers Jack PostslN&3 in Beam Air infiltration Barrier _ Fire Separation 1 , 2. 3 , hour Penetration Sealed Fire Wail 2. 3, 4 hour Firestopping � E e GENERAL L1 FEGTION REF[7RT ' Town of +Queensbury Dept. of Community Development Date inspection request received: � c Building & Code Enforcement 742 Bay Road Queensbury, NY 12MM Arrivc� am/pm Deparf� a Inspector's Initials NAME: C) - PERMIT # — 3 I LOCATION- V r." DATE : TYPE OF STRUCTURE: �? RECHECK NIA YES NO COMMENTS FootingsJl'iers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this 17 on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing VentJVents in Pl Rough Phimbiniz Heating Rough4n Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R. E]uct work or piping in / unheated spaces R- �"roper Vent, Attic Vent ✓Framin Jack StudsJHeaders Bracing/Bridging, Foist Hangers � & (} ! (. (- L) Jack Posts/Main Beam. la.V Air Infiltration Barrier Fire Separation 1 , 2, 3, hour _ Penetration n Sealed @ Aj � Fire Wall 2. 37 4 hour `� ' ^ �= C �l7 rn. 4!' j JE j L Firestoppmg y y , +GENERAL INSPECTION .REPORT Town of Queensbury Dept.. of Community Development Date inspection request received: Building & Code Enforcement 742 .Bay Road Qrueenshvey, NY 12804 Arrive ami4EnL Depart nt Inspector's lniti NAME: PERMIT # LOCAT1C3N: DATE : TYPE OF STRUCTURE: G RECHECK N/A YE NO COMMENTS Footings/Piers t t Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation[Wallpour Reinforcement in Place Foundatio n/Dampproofi ng Bacldili Approval Plumbing Under Slab Plumbing Vent/Vents in Pla Rough Plumbing 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- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging .foist Hangers Jack PosWMain Beam Air Infiltration Barrier_ Fire Separation 1 , 2, 3. hour Penetration Sealed Fire Wail 2, 3. 4 hour Firestopping t GENERAL INSPECTION REPQR? 11 Town of Queenshur3 Dept. of Community Development Date inspection request received: c Building & Code Enforcement 742 Bay Road /D `7 Queenshury, NY 12804 Arrive - atn/pm Depart' inspector's Initials m. NAME: PERN41`l' # LOC ATION: `� f� ._ - DATE : tin TYPE OF STRUC RECHECK NIA YES N COMMENTS � tings/F'iers� Monolithic Pour Form ,�✓ ,4 yC Reinforcement in Place The contractor is responsible for providing protection from fr, eezing for 48 hours following the p cement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation[Dampproof'in Backi"tli Approval _ Plumbing Under Slab Plumbing Vent/V=(s in Place Rough Plumbing_ Heating Rough-i r Insulation� — _ Foundation Wails Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling, R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing jack studs/Headers. Bracing/Bridging ,foist Hangers_ Jack PostslMain Beam _ Air Infiltration Barrier Fire Separation 1 . 2. 3. hour_ Penetration Sealed__ .. Fire Wall 2, 3 . 4 hour Fi restopping cusroM vlEw 9'9 FILE COPY CUSTOMER TINA , SOPRANO DATE 06/06/98 REF SOPRANO JUN 4 8 is C i fk l k � i i 1 N OF URY EPT BUILD �l ayj 1 � LUMBER 460 BI d60 BIG BAY Rp QUEENSBURY, NEW YORK (800) 555 1212 STRESS ANALYSIS CUSTOMER : TINA , SOPRANO DATE : 06 / 06 / 98 REF : SALESMAN # AL BISHOP MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X10 DEFLECTION 114 PSF __ -- - - - - 161N BENDING 286 PSF SHEAR 210 PSF COMPRESSION 255 PSF 114 PSF BEAMS 2 - 2X10 DEFLECTION 190 PSF BENDING 93 PSF SHEAR 68 PSF COMPRESSION 230 PSF 68 PSF BOLTS 1 / 21N SHEAR 1811 PSF 1811 PSF POSTS 4X4 STABILITY 406 PSF 406 PSF . . . .. .. . ... .. . . .. . . . . . . . . . . . . . . . . . TOTAL LOAD 68 PSF DEAD LOAD 10 PSF LIVE LOAD 58 PSF STRINGER 2X12 DEFLECTION 279 PSF BENDING 233 PSF SHEAR 168 PSF COMPRESSION 652 PSF TOTAL LOAD 168 PSF DEAD LOAD 10 PSF LIVE LOAD 158 PSF - - - - - _ . . . - . . . . . . . . . . . - - - - _ __ - - - - - -- - - - - - - - - _ . . . . . . .. .. . PLAN VIEW CURTIS LUMBER CUSTOMER - - TINA SOPRANO 460 BIG BAY RD DATE 06 / 06 / 98 REF SOPRANO DUEENSBURY, NEW YORK ( 800 ) 555 1212 cr"� C3 ct�' �• J CU LL7R y V r�„b tr 7 11L cc, � 4�k t'ETI� �c�rti� IF , 'V I LOAD AND SUPPORT: Your deck will support a 58 PSI= live load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 36" from the top of decking to level ground. The top of the deck support posts will therefore be 25.25" 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. CUSTOM VIEW CUSTOMER -- TINA , SOPRANO DATE 06106/98 REF SOPRANO , t 1{ I f` �./ CURTIS LUMBER 460 BIG SAY RD QUEENSBURY, NEW YORK (800) 555 1212 BEAM LAYOUT CURTIS LUMBER CUSTOMER - - TINA SOPRANO 460 BIG BAY RD DATE 06/06 / 98 REF SOPRANO OUEENSBURY , NEW YORK ( 800) 556 1212 5' 5 112' 8' c' 4' S' 4' 11 112' 41 S, co o_ m "v cu SEAM BEAM POST POST LABEL - LENGTH COUNT SPACING A 7' 9" 2 6' 4 1/2" B 8' 3" 2 6' 10 1/2" C 39' 9" 6 7' 10 1/2" CD 26' 9 1/2" 5 6' 7 1/20 Post spacing is measured center-to-center. Depth of concrete footers --- 48 inches. CUT LIST CURTIS LUMBER CUSTOMER - - TINA SOPRANO 460 BIG BAY Rp CRATE 06/06 / 98 REF SOPRANO QUEENSBURY , NEW YORK (800) 555 1212 'I Al 3; - ;� ] I i • I I I I I ] I I ] I ] I I I G .+EJ �r ri 3' i ,i r r r E r a T� I- 3 J H �. t7 r n u LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist 13' 1 1/2" F45 RO O fcscra 28' F22 S22 B Jow,st 14 ' 5 1/2" F45 RO 0 ledger 28' 2N F45 S45 C joist 15' 9 1/2" F 45 RO P fascia 8' 6" F22 S22 D jorst 15' 5" F45 RO P ledger 8' 3 1/2" F45 S45 L joist 14' 1" F45 RO 0 f ascra 12, F22 SO F jorst 12' 9" I=45 RO 0 ledger Ill 11 1/2" F'45 SO 0 joist 13' 1 1/2" R ledger 39' 9' H joist T 7 1/2" F45 RO S cap 5 1 /2" I ,joist (21) 13' 4" S section 11' 11" J joist (21) 4 ' 3" T cap 9' IN FO S22 K joist 13, 2" T sectran 4' L joist 3' 11 1/2" F45 RO U cap 287 3 1/2" F22 S22 M Fascia 12, FO S22 U section 6' i0" M ledger 117 11 1/2" FO S45 V cap 8' 9 1/2" F22 S22 N fascia 8' 6" F22 S22 V section 4' N ledger 8' 3 1/2" F45 S45 W Cap 12' 2" F22 SO W section 5' 9" �,,• `S3 :' -._ A � -3°' f .�,s�s st e'� .:d� �. .�.,,.. 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