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2001-591 TOWN OF QUEENSBURY 742 Bay Road, eensb NY 12804-5902 (518) 761-8201 Y �Qu �Y� Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20010591 Date Issued: Tuesday, August 14, 2001 This is to certify that work requested to be done as shown by Permit Number P20010591 has been completed. Tax Map Number: 523400-315-007-0002-049-000-0000 Location: 3 PAULS Way Owner: ANDREA & MICHELE LAFASCIANO Applicant: ANDREA & MICHELE LAFASCIANO This structure may be occupied as a: By Order of Town Board Deck TOWN OF QUEENSBURY Director of uilding&Code IrG'"ekiient 7',% _,``\ TOWN OF QUEENSBURY LI` 1 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010591 Application Number: A20010591 Tax Map No: 523400-315-007-0002-049-000-0000 Permission is hereby granted to: ANDREA& MICHELE LAFASCIANO For property located at: 3 PAULS Way 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 Value Owner Address: ANDREA&MICHELE LAFASCIAI" Deck 2,000.00 31 QUEEN St Total Value 2,000.00 WHITEHALL,NY 12887 Contractor or Builder's Name/ Address Electrical Inspection Agency MILES CUSTOM HOMES. INC. MILES, STEVEN, PRES. 66 HAMPTON COURT OUEENSBURY,NY I 1 Plans &Specifications 2001-591 384 SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,August 14,2002 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the own o ue b ; e:4_, - ugust 14,2001 SIGNED BY \ for the Town of Queensbury. Director of Building& Code Enforcement ��--jj Yi _ TOWN OF QUEENSBURY Fee Paid '2 (J. r73 BUILDING & CODES DEPARTMENT 53 / APPLICATION FOR: PORCHES-DECKS- Permit # —�w DOCKS & BOATHOUSES Est. Cost 0, 0-0-r) A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PLEASE ANSWER ALL OF THE FOLLOWING: The undersigned hereby applies for a Building Permit to do the following work which will be done in accordance with the description , plans and specifications submitted, and such special conditions as may be indicated on the permit. TWO SETS OF STRUCTURAL PLANS SHALL BE SUBMIii[ WITH THIS APPLICATION. — ---- - ..-- -. Owner of Property: A„d. cS- M; �V-e--,\�, \, , j6-sv-,, P.O. Address ( ALA.) ts vi)6.-y Phone # 7 -D 9 o Property Location , 5,---Q__ Tax Map # Subdivision Name (If applicable) Qs. ?'o i d-.e--- PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES: . Name: S-��d v "1.', 1 _s Address 6 Ca m 4;0 ria, Phone#7 .- BUILDING SPECIFICATIONS: -.)-N Type of work to be done: Porch Dec k Dock Boathouse (Circle one) if Size of Structure to be built (square footage) : ,$g 7- -ty,,, Foundation Mat�er �- rial : Width A Thickness ' Depth of FeetTmgs below grade: . -y , _-{- Size of Posts or Studs: x x /e9 ' Long ® Size of Floor Joists: x 8' x ,4 t1a Span Decking or Flooring Material : .�/-/ `X 4 ye.,,,t« '�,- Mut; J k' 2"1 How will Porch or Deck be fastened to building? cX/a .pWN OF AND CODE C�IEE►�4�t3NRY J� - BUILDING If Roof Will Be Installed, Answer Following Questions: Size of Posts or Studs: \ x is Long Roof Rafters: x Spacing Span Roof Trusses (pre-engineer•d pacing) : Span- Type of Roof: Sloped Fla , 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 distinct:Ty aaTTliii cftircis, 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. ' ---_- _-2J1_, `�6' ��4 � Size of Property: (. ..j..0,.. .„ff) r ft, x f_t.. ___ Existing building(s) : Size ft. x - ft. Use of Existing building(s) : ft. x ft. 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 clone 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: F 41 Di SIGNATURE _ _ wn Owner s A enc , REVIEWED BY CODE ENFORCEMENT OFFICER, DATE e /j- ld SIGNATUR g tect Co • ctor - rd,_ RESIDENTIAL FINAL INSPECTION REPORTU Office No.(518)761-8256 Date inspection request received:A d► i Building&Code Enforcement Dept.of Community Development Arrive u24a Depart J U Town of Queensbury Inspector's Im ' 742 Bay Road Queensbury,New York 12804 NAME ` 4 S Li o PERMIT 66 /—S LOCATION c rQ�-�116 DATE 1. _ (r3 a TYPE OF STRUCTURE N/A YES NO COMMENTS • Chimney Heightl"B"Vent/Dire. Vent ►.cation Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Fin' . •... ete Interior i xterior Railings 30"to%6"-') / Exterior Han. • s, .. conies, n.d law 18 .or more �/ Interior Handrails stairs both sides or i .re risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regula '8"above grade Gas Furnace shut-off within 30 -et or 'thin line of site Oil Furnace shut-off at entrance to fu na.. area Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36' Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in.o 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 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) RESIDENTIAL FINAL INSPECTION REPORT 01, Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive dpm 6• : ,rt ' r Town of Queensbury pector's Init' 742 Bay Road Queensbury,Ne York 12804 C�, NAME C>�tr� _ PERMIT ' l 0 l/1 LOCATION a p DATE — / TYPE OF STR CTURE Zni` N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake l� Plumb Vent through roo Colt Roof Complete Vs� Exterior Finish Compl:le Interior/ten• t 'as3t" • 36" Exterior Handrails,bal .nies,I.i ding 18 in.or more Interior Handrails stair• both sid•s 3 or more risers Grade 2%away from f.undation 8"clearance to sill plat: Gas Valve shut-off exp I sed/re} ator 18"above grade Gas Furnace shut-off wi 'n 0 feet or within line of site Oil Furnace shut-off at e'•.ance to furnace area Furnace/Hot • - .t operating Relief Valve(s)installed Headroom,6 ft.6 in.on s irs Basement stairs,6 ft.4 in. Handrail exterior stairs bo sides more than 3 risers Interior privacy/trim/doors/ ,ain entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconie I anding 18 in.or more Railing across window in s •'1 ells 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 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) 1/4/ . .1 6R 06(._, 9( . CUSTOM VIEW 6_,2,--1 3- o„.s`S �`k"A' ~ 4`'Q' Q'S�i , CUSTOMER -- DATE 08/06/01 REF Deck0I218 ' ` (—'" lis fl\ V- (To' v ,...L_A- ',., ‘-'--/ i .......„. .. i. i=:?.! : :, :, -- --f ; ,y, 2,.„ ,,: ::,,,,. :, . •a `"„ o c n Tif UIL .,...' ,, h��� TOWN C.!::QUEEl4v l itiY B;!jsAi,, 1 ['E RTIvIC'�al • �;EVI�WED f3Y Eir�r;ed on our limited examination, CURTIS LUMBER CO compliance with our comment,shall 460 BIG BAY ROAD DATE �5 �� not be construed as indicating the QUEENSBURY NEW YORK plans and specifications are in full 18001 555 1212 compliance with the code. STRESS ANALYSIS CUSTOMER: DATE: 08/06/01 DESIGN: DECK01218 REF: SALESMAN # 1626 MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 551 PSF 16IN BENDING 375 PSF SHEAR 228 PSF COMPRESSION 347 PSF 228 PSF BEAMS 2-2X10 DEFLECTION 637 PSF BENDING 239 PSF SHEAR 141 PSF COMPRESSION 332 PSF 141 PSF BOLTS 1/2IN SHEAR 3153 PSF 3153 PSF POSTS 4X4 STABILITY 708 PSF . 708 PSF TOTAL LOAD 141 PSF DEAD LOAD 10 PSF LIVE LOAD 131 PSF STRINGER 2X12 DEFLECTION 906 PSF BENDING 577 PSF SHEAR 333 PSF COMPRESSION 1198 PSF TOTAL LOAD 333 PSF DEAD LOAD 10 PSF LIVE LOAD 323 PSF CUT LIST CURTIS LUMBER CO CUSTOMER -- 460 BIG BAY ROAD DATE 08/06/01 REF Deck0I2I8 QUEENSBURY NEW YORK (800) 555 1212 G © © © G d © ElEl El C110 Ei © © © n !] • 14] � oo0120B00 000 B000000000El Q r-i LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (5) 5' 2 1/2" H ledger 5' 2" B joist (21) 5' 2" I ledger 27' 10 1/2" C joist (21) 5' 6" J cap 2' 1" D ledger 6' J section 1' 7 1/2" E ledger 7' 10 1/2" K cap 1' 5 1/2" FO S45 F fascia 6' L cap 36' 9" F45 S45 F ledger 5' 2 1/2" L section 7' 3/4" G ledger 35' 9" M cap 12' 4 1/2" F45 SO H fascia 12' M section 5' 9 1/4" 1. PLAN VIEW CURTIS LUMBER CO CUSTOMER -- 460 BIG BAY ROAD DATE 08/06/01 REF Deck01218 QUEENSBURY NEW YORK (800) 555 1212 36' 8' 28' LOAD AND SUPPORT: Your deck will support a 130 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. 4 BEAM LAYOUT CURTIS LUMBER CO CUSTOMER -- 460 BIG BAY ROAD DATE 08/06/01 REF Deck0I2I8 QUEENSBURY NEW YORK (800) 555 1212 5' 10 3/4" - 5' 81/2" I ' • BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 35' 9" 8 5' 3/4" B 27' 9" 6 5' 6" Post spacing is measured center-to-center. Depth of concrete footers --- 48 inches. ) .5-1 0 ....-..... .- ", . - ( ... 1 i r - \ .1 . r . - 1 k - - . 1 ----1 .ii 0 i 1 , , - 1 \ . . . . i 6 1 . . . k e • --1 s . . 1 ,,,........„ -)`- . c,0 - - - - . - I -- r6d , gi_s-r, --eK-.-ou / 141A ic, f ut---4,.- 14 _ .1,.. 0 Alp: ..4i _.10._________ . . v v. 1 Ti . _ s . . ,. „ s 40.-„...3 . ei ,41, ___,_....___,„...... __.. ,...__........1k I , .........,...w.-a..iL 0 1/.c ---, sv;:r...-45(1...... i 9 , i, . . , „ , . , . . . , , , -• _ ,„„,...0.0 9 oil • ,,--- , .„„..........„ ..... ,.........- K—ta iv) '5'i v-,-,-4, _, .._._•.-