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1998-387 BUILDING PERMIT VALUE $ ® TOWN OF QUEENSBURY No. 98387 TAX MAP NO. 60. —2-7. 9 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to COTTONE P KEITH & WEBB, OWNER of property located at 18 9 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 TERESA 189 MEADOWBROOK RD. QUEENSBURY, NY 12804 2. CONTRACTOR or BUILDER'S Name COTTONE, KEITH 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 ( )Masonry I )Steel I I 7. PLANS and Specifications 192Nsq ft deck AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use DECK 16 July 7 2000 $ PERMIT FEE PAID —THIS PERMIT EXPIRES 19 (If 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.) 7 July 1998 Dated at the Town of Queensbury this Day of 19 SIGNED BY for the Town of Queensbury Building and Zoning Inspector c0 OW TOWN OF QUEENSBURY Fee Pai (4.if I I P.a IW4BUILDING & CODES DEPARTMENT Permit # � ���� C — 6 APPLICATION FOR: PORCHES-DECKS- DOCKS & BOATHOUSES, ,. Est. Cost i uc 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: V .f ft i -f 1cvi -e P.O. Address Phone # &/S) 733-aS6 3 Property Location JV i'i24 o,A1 64o3 ._ Tax Map # Subdivision Name (If applicable) PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES: Name: tL, C6, -bi .c Address //'1 ill e', 96 k clk a Phone# ) -)4b BUILDING SPECIFICATIONS: `-C2 4474,c,(--cr .. Type of work to be done: Porch Deck Dock Bo thouse (Circ a yp one) Size of Structure to be built (square footage): (c >c (L Foundation Material : Width /D'► S)A©F-'4ickness (fI rr Depth of Footing, below grade: (-6 '1 Size of Posts or Studs: L,' 1( x (-f/` x I Long Size of Floor Joists: 9 " x %" x (C ` Span Decking or Flooring Material : j X C-" y How will Porch or Deck be fastened to building? (0" (_A S 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. /r f DATE: / , �, , ,�. / SIGNATURE ,, .` �. ' . _ .... ..iiiii �. 0 ner, Owner s Agenc, , Ar �''.ontractor REVIEWED BY CODE ENFORCEMENT OFFICER, DATE 7 SIGNATURE / /'' r ri ,7 ,1 I L i: I) i. I71 CUSTOM VIEW CUSTOMER -- KEITH COTTONE DATE 06/27/98 REF 12x16deck 7 ), / Jul- oi 1998 T nEE0NuSrl3iitlinRitYedeteixilaDmliNnGatiDoEnP.ARTMENT OW NB a°sFe dQ to) 1 -------''---,._ '----'-')----..„..,,---. , , compliance with our comments shall not be construed as indicating the \\ n full \ ''.''•-..•*,,, 1 ;:':: ,,I.'/-:> : :' ' ' ' '' ''' ,/''''....•'e, •' e' 0' 0' ''"'^-. '"' ' ' ' : , . . . ,,,, .. ,• „. ., . \ •. '::':e ./2.,./',' 0' ':I'0'Pt, • . -. .., •\\ cat) N\ . - ..... _ (z4.) ....„-- ,3 . • r 4-, ..---------- (AlAC) CURTIS LUMBER l'A% QUEENSBURY, NEW YORK 18001 555 1212 ..1 ti BEAM LAYOUT CURTIS LUMBER CUSTOMER -- KEITH COTTONE 460 BIG BAY RD DATE 05/27/98 REF I2xI6deck QUEENSBURY, NEW YORK (800) 555 1212 • 22�-►Z woop ADKPILTX: Mt -44 PO i-1- ENsEsA DT EiE e_ B i-1 t CU d- BEAM BEAM POST POST OVICAL). LABEL LENGTH COUNT SPACING -3k Li")(1-1" PT Pot. A 11' 9" 3 5' 9" 00 1 c" C_O tJC?EVE_ Post spacing is measured center-to-center. 6013CSCUPj y%t 6FADt_. Depth of concrete footers --- 48 inches. TRESS ANALYSIS USTOMER: KEITH COTTONE ATE: 05/27/98 REF: 98119173.ZIP ALESMAN #; CJH EMBER STRESS FACTOR COMPOSITE YPE SIZE FACTOR LOAD LOAD OISTS 2X8 DEFLECTION 68 PSF 16IN BENDING 84 PSF SHEAR 94 PSF COMPRESSION 164 PSF 68 PSF EAMS 2-2X12 DEFLECTION ' 596 PSF BENDING 184 PSF SHEAR 106 PSF COMPRESSION 197 PSF 106 PSF OLTS 1/2IN SHEAR 2146 PSF 2146 PSF OSTS 4X4 STABILITY 243 PSF 243 PSF TOTAL LOAD 68 PSF DEAD LOAD 10 PSF LIVE LOAD 58 PSF 3ILL OF MATERIALS :USTOMER: KEITH COTTONE )ATE: 05/27/98 REF: 98119173 . ZIP SALESMAN # CJH 3 UMMARY UMBER MATERIALS $ 758 . 41 )THER MATERIALS $ 197 . 24 COTAL $ 955. 65 ( 188 . 00 SQ FT, $5. 08 PER SQ FT) 'RICE VALID TODAY ONLY. d00D TYPES USED IN DECK DECK PLANKS PRESSURE—TREATED PINE TOISTS PRESSURE—TREATED PINE ,ASCIA PRESSURE—TREATED PINE :EDGERS PRESSURE—TREATED PINE 3EAMS PRESSURE—TREATED PINE ?ROUND POSTS PRESSURE—TREATED PINE ZAIL POSTS PRESSURE—TREATED PINE RAIL CAPS PRESSURE—TREATED PINE SAIL SPINDLES PRESSURE—TREATED PINE )THER RAIL MEMBERS PRESSURE—TREATED PINE SILL OF MATERIALS --- OTHER MATERIALS :USTOMER: KEITH COTTONE )ATE: 05/27/98 REF: 98119173. ZIP TALESMAN # CJH ;OMPONENT SKU QUANTITY DESCRIPTION FOIST HANGER, 8IN 28SJH 16 EA 8" GALV. HANGER FOIST HANGER NAILS 8TPG 3 BOX GALV JOIST HANGER NAILS .6D NAILS M116GDN 10 LBS 16D MAZE PTL NAILS .OD NAILS M110GDN 1 LBS 10D MAZE PTL NAILS .2D DECK SCREWS M112GDN 2 LBS 12D MAZE PTL NAILS MD DECK SCREWS 1212XT 6 BOX 2 1/2" GALV DECK SCREWS ,AG SCREW 126LB 6 EA 1/2"X6" LAG SCREW LASHER 12W 82 EA 1/2" WASHER IE_—_ZI.Cg.altL_B_T_RAP.------._,__ _._..._....--- . _ - -. 36_ - -1-0. .EA -- ALL PURPOSE FRAMING ANCHOR AILING BOLT, 6IN 126CB 26 EA 1/2"X6" BOLT TUT 12N 38 EA 1/2" NUT .NCHOR BOLT 128AB 3 EA 1/2 X 8 ANCHOR 'OUNDATION BRKT, 4X4 1243 3 EA GALV. POST BRACKET, 4 SEAM BOLT, 8IN 128CB 6 EA 1/2 X 8 CARRIAGE BOLT 70N0---TUBE_ -_--- .1 a-EST __, 2- EA --.. --10"_X -12!-..- ONO- TUBE NCRETE, 8 0LB r.. !—-- --� — — — — -S OC `"-_--_ - n_SAGS�_ ��NEJE L�B___B. G._- 3ILL OF MATERIALS --- LUMBER :USTOMER: KEITH COTTONE )ATE: 05/27/98 REF: 98119173. ZIP ;ALESMAN * CJH :OMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE )ECKING 5610T 2 EA 5/4X6 10" PT PINE )ECKING 5612T 32 EA 5/4X6 12 ' PT PINE OAIL CAP 2610T 1 EA 2X6 10' PT PINE AIL CAP 2616T 2 EA 2X6 16 ' PT PINE JORIZONTAL RAILS 248T 7 EA 2X4 8 ' PT PINE TERTICAL RAILS 224TB 68 EA 2X2 4 ' SQ BAL PT PINE AIL POST 4412T 5 EA 4X4X12 PT PINE 3EAMS 21212T 2 EA 2X12 12 ' PT PINE TOISTS 2816T 8 EA 2X8 16' PT PINE ,ASCIA 21014T 2 EA 2X10 14 ' PT PINE ,ASCIA 2108T 2 EA 2X10 8 ' PT PINE JEDGER 2812T 1 EA 2X8 12 ' PT PINE :EDGER 2814T 2 EA 2X8 14 ' PT PINE EDGER 288T 1 EA 2X8 8 ' PT PINE JEDGER 2810T 1 EA 2X8 10' PT PINE ROUND POSTS 4410T 3 EA 4X4X10 PT PINE Windows 95 mgividovvii95 Printer Test Page Congratulations ! If you can read this information, you have correctly installed your Epson Stylus Pro. The information below describes your printer driver and port settings . Printer name: Epson Stylus Pro Printer model : Epson Stylus Pro Driver name: EPMJ5K.DRV Driver version: 4 . 00 Color support : Yes Port name: LPT1: Data format : Files used by this driver: C: \WINDOWS\SYSTEM\EPMJ5K.DRV (2 . 13) C: \WINDOWS\SYSTEM\EPMJ5KLN.DLL (2. 13) C: \WINDOWS\SYSTEM\EPSPMGR3 . EXE (2 . 1 . 1) C: \WINDOWS\SYSTEM\EPDSPLR3 .EXE (2 . 1 . 1) C: \WINDOWS\SYSTEM\EPRASTR3 .DLL (2. 1 . 1) C: \WINDOWS\SYSTEM\EPJNLLB3 .DLL (2 . 1 . 1) C: \WINDOWS\SYSTEM\EPRSC3 .DLL (2 . 1 . 1) C: \WINDOWS\SYSTEM\EPSON. BMP C: \WINDOWS\SYSTEM\EPSTHLP.HLP C: \WINDOWS\SYSTEM\EPCTRL. DLL (Version 2 .2) C: \WINDOWS\SYSTEM\EPPRSHT.DLL (1 . 0) C: \WINDOWS\SYSTEM\EPSTYLUS.TXT C: \WINDOWS\SYSTEM\SETUP32 .DLL (3 . 08 . 001) C: \WINDOWS\SYSTEM\PMHELP. HLP C: \WINDOWS\SYSTEM\COLOR\ECDA8353 . ICM C: \WINDOWS\SYSTEM\COLOR\ECDA8453 . ICM C: \WINDOWS\SYSTEM\COLOR\ECDA8552 . ICM This is the end of the printer test page. , CUT LIST CURTIS LUMBEP CUSTOMER -- KE[TH CC>TTONE 460 B|C@ 8/\Y RD DATE 05/27/98 REF 12x|6dmok #UEENSBUAY. NEW YK]RN (800) 555 1212 - _J ---- \ ----- -- --' -- — | - ------- �l ------ _ ------ l� - -- -- --- N - D ---- -- - -- --- - -l��- ----- ---- ---- - l --- - / LABEL LENGTH BEVELS LABEL LENGTH IEVEL8 A joist 15' 1 2/2" LO R45 ^ 13' 11 2/2" F45 CO B joist (B) 15' 7 1/2^ J cop 8' C joist 14' B" LO R45 J sect/on 7' 7 1/2^ D lodBer 11' S" K cop 3' 211 FO 32P E fascia 14' FO C22 K section 2' 7 1/2^ r7Ti7-C�cy- 13' ll 1/2" FO C45 L cop 3' I 1/2^ F22 322 F fosc/o 2' 10" F22 322 L section 2' 5 1/2" F ledger 2' 7 1/2° F45 S45 M cop 8' 3 1/2^ F22 C22 G fusc/o B' F22 C22 M sect�on 7' 7 1/2" G ledger B' 2� F45 S45 W cup 3' 1 1/2^ F22 322 H fosclu 2' lO" F22 322 N sect/on 2' 5 1/2" H ledger 2' 7 1/2" F45 345 O cop 14' 2^ F22 CO 1 fosc/o. 14' F22 CO 0 sect/on G' B" • PLAN VIEW CURTIS LUMBER CUSTOMER -- KEITH COTTONE 460 BIG BAY RD DATE 05/27/98 REF 12xl6deck QUEENSBURY, NEW YORK (800) 555 1212 16' 14' c' cu CU 6) 14' 2' LOAD AND SUPPORT: Your deck will support a 57 PSF live load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 120" from the top of decking to level ground. The top of the deck support posts will therefore be I11.25" 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. GENERAL INSPECTION REPORT Town of Queensbury icily, Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 1(am/pm Depart am/pm Inspector's Initials NAME: 5�X� -C. �7 PERMIT# -7- LOCATION: ? �'1 (-�'�; DATE : TYPE OF STRUCTURE: -- , RECHECK N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour Form Xi -406 G.J J(o l el lei Reinforcement in Place The contractor is responsible for — :,�d Cr / gir providing protection from freezing for 48 hours following the placem; *iv/ yic,/' �ke- I � Y of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P 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 Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping