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2004-551
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20040551 Date Issued: Thursday, September 13, 2007 This is to certify that work requested to be done as shown by Permit Number P20040551 has been completed. Tax Map Number: 523400-308-008-0002-021-000-0000 Location: 27 LEO St Owner: RAYMOND &BESSIE MORRIS Applicant: RAYMOND &BESSIE MORRIS This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the JW property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. ' TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040551 Application Number: A20040551 Tax Map No: 523400-308-008-0002-021-000-0000 Permission is hereby granted to: RAYMOND &BF.SSTF,MORRTS For property located at: 27 LEO St 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: RAYMOND &BESSIE MORRIS 27 LEO St Deck $1,800.00 Total Value $1,800.00 QUEENSBURY, N.Y. 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-551 262 SQ FT DECK $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, July 19, 2005 (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 To ueensbu- ; day, July 19, 2004 SIGNED BY for the Town of Queensbury. Director' of Building& ode 1r orcement Porch, Deck, Dock, or Boathouse Permit Application Town of Queensbury-Dept of Community Development, 742 Bay Road, Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. No Permit File No. , inspection will be made until applicant has received a valid Fee Paid $ building permit. All applicants' spaces on this application must be completed and must appear on the application form. Reviewed By: Applicant: P, -1A40Aj- T /,4/p//Aj <S Owner: l y�� /`�°G'h`,f Address: �. e v S T' Address: 2 j G, c-e, S 7- Phone# 20� Phone# (fie A o S" Email Address: Email Address: Person Responsible for Supervision of Work as Regards to Building Codes: Name ,gyk-/lO 0/3- �� Gy'�'`s Address: S% Phone Property Location: Lot Number: / House Number 1- 7 Subdivision Name: Tax Map Number: " (� �- 1 Estimated Market Value of Construction: $ 4 FG o El/Porch 1( Deck 1:�, cE lJ�/trt i7/�tJ� 2L0 ❑ Dock Inc: QED ❑ Boathouse �! ❑ Other work(describe JUL 1 6 2004 ' Size of structure to be built square feet TOWN BUILDING AND CODEY Submit along with this application: 1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed structure showing setback dimensions from all property_lines. Show location of water supply and location and configuration of septic disposal area. 2. Two sets of structural drawings. Indicate size of posts or studs, floor joists, decking or flooring material to be used. Show how the porch or deck will be fastened to the building. If a roof will be constructed, indicate the size of posts or studs, roof rafter spacing and span. Indicate type of roof. sloped, flat, shed, or other. Indicate the type of material being used for the roof. . Declaration: please sign below after you have carefully read the statement: To the best of my knowledge 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 noted, and that such work is authorized by the owner. ] 4 Applicant's signature: q G� Date: L:\,SueHemingway\Building.Permit.PORMS\Porch.Porch.Permit.doc 8/13/02 revised per DH 7-/) --�Fh v i-_:s Queensbury Building & Code Enforcement - R.esidenti'c Dina Inspection �� t office No.(518)761-8256 Arrive: am/pm Depart: pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: _ t DATE: TYPE OF STRUCTURE: -- C®mi ants _ Yes- No N/ABuilding Number/Address visible from road _ Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake � - �� / 3 inch PlumbingVent through roof minimum 6 inches Roof Complete/Exterior Finish Complete �� Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade � Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall JJ�� r� Interior/Exterior Railings 34 inches to 38 inches 14 0 Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate __ 6 Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: ' Outside every bedroom area: Inter Connected: Battery backup: - Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s ,ft.vents _ Bathroom Fans,if no window ` Plumbing fixtures I Foundation insulation draft stopping finished basement 1 .000 s ft. Floor truss, , : . �• ,,r . ,_ :, �, �, Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%:"Gypsum _ Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass_ Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required v Flood Plain Certification,if required Okay to issue C/C or C/® [Temporary/Permanent - L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doe i --------------115.0' -- ------. t cAROEN I I RECEIVED I o j o JUL 16 2004 I TOWN OF QUEENSBURY I BUILDING AND CODE 1000 CAL 12M CAL SEPW DRY WELL / DRMN FIELD TAW I I FULLY PROPOSED I FRFREESTANDIND o ' DETACHED ,r-ONIC-O' o r` ( GARAGE WOOD Doric I � I I � 4W-V 3Y-r PROPOSED a 5-o.XVsroWOODDEM I L1J I S EXISTING SINGLE I Q I F . STORY RESIDENCEry I o o I w COLIC.WALK PUMP I 3r F O MUMPAL t _ MUMPAL SAATER I w I � I ►Lj - I w I I 250.0'+/— 115.0' LEO ST. Z L.B.Rem OWNER: PROJECT: DESIGN, LLC RAYMOND MORRIS WOOD DECK RODGERMORRIS.AIA 27 LEO STREET MORRIS RESIDENCE 3NWffPRMVMRF�D,CfOE825 QUEENSBURY, NY 12804 27 LEO ST., QUEENSBURY, NY 12804 P!k 2ai3458333 FA DSUM DESCRIPTION: SHEET NO: PROPOSED SITE PLAN n _2 DATE: SCALE: BY: JOB NO: 7-12-04 ll.- = 30'-0" LB i 30.-0" 16'-0 12'X12' 6'-7- W-10" 3'-7" AWNING (2) 10"W TREADS (3) 8" RISERS I 14'-0' (2) 10"W TREADS 1'-7" 3'-1 0- 6'-7" (3) 8" RISERS co A p 1 FREESTANDING N WOOD DECK 2'-0" o DN. ABOVE GRADE 1 r LAUNDRY ROOM SLIDING DOORS DOOR EXISTING SINGLE STORY RESIDENCE z L"B"Re r'>rl OWNER: PROJECT: DESIGN, LLC RAYMOND MORRIS WOOD DECK RODGER MORRIS,AIA 27 LEO STREET MORRIS RESIDENCE 314IQUlPPS169Y.FA6 RACTOM M2MIUS-M QUEENSBURY, NY 12804 27 LEO ST., QUEENSBURY, NY 12804 FAX:203360M DESCRIPTION: SHEET NO: WOOD DECK PLAN r _� DA ATE: SCALE: BY: JOB NO: 7-12-04 1/8" = 1'-o" LB 115.0' I I I I i GARDEN I I I I I I 1200 GA Drrr WELL I Soon GAL / oeAua FIELD SEFnD TANK / I I FULLY I o ' DETACHED r- I GARAGE I o 0D I I o I IT I I or EXISTING SINGLE STORY I LLl I m o RESIDENCE I Q I F I j © © j w CDNC.WAIN PUMP I 3: e 0 I MUNWAL w I = MUNICIPAL z VICE WATERI I SER I i W w I 250.0'+/— 115.0' LEO ST. Z L.B.Rem OWNER PROJECT: DESIGN, LLC RAYMOND MORRIS WOOD DECK RODGER MORRIS,AIA 27 LEO STREET MORRIS -RESIDENCE 3uIQLAPPSN=36iFIELD,Ci06825 PIt2n3345= QUEENSBURY, NY 12804 27 LEO ST., QUEENSBURY, NY 12804 FAX: f0 DESCRIPTION: SHEET NO: EXISTING SITE PLAN A-1 DATE SCALE: BY: JOB NO: 7-12-04 1" = 30'-0" LB • 7 � t " - A • • a �aoo cpQ4aa �'- hp n ��pApp Aaa .� ✓� I,JIIL�o-�Aa �% �,-°°p E 8 Q p d�A' GS-�'�, �• �'� �,,' .. r 0 Q A 0 4�p�Q�i'" �' �. s L`a�y,QyQ , �QpApp v%' • BEAM LAYOUT CUR.TIS LUMBER -CO. INC: CUSTOMER -- RAY MORRIS 460 BIG BAY -RD DATE 07/16/04 REF Deck04129 QUEENSBURY; N.Y. 518-792-8601 . A 1' 43/4" 3' 2 :1/2" B l� 5' 6, c y poi 77r t ii ii ii iH 1' 10 3/4" BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 29' 9" 5 7' 4 1/4" B 14' 1 1/2" 3 6' II" C 15' 9" 3 7' 8 3/4" Post spacing is measured center-to-center. Depth of concrete piers -- 48 inches. PLAN VIEW CURTIS LUMBER CO. INC. CUSTOMER --' RAY MORRIS 460 BIG BAY RD DATE 07/16/04 REF Deck04129 QUEENSBURY, N.Y. 518-792-8601 30' Sim e� GO 3' r 5' 16, 14' LOAD AND SUPPORT: Your deck will support a 48 PSF live load. Posts have 48" below-ground post support. .DECK AND POST HEIGHT: You selected a height of.18.5" from the top of decking to level ground. The top of the deck support posts will therefore be 2.25" 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. STRESS ANALYSIS .CUSTOMER: RAY MORRIS DATE: 0.7/16/04 DESIGN: DECK04129 REF: 0412913.2 .ZIP SALESMAN # ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE - SIZE FACTOR LOAD LOAD ---------- J+OIS; ` X8 DEFLECTION 323 PSF------------ 16ZN BENDING 226 .PSF SHEAR 182 PSF COMPRESSION 264 PSF 182 PSF BEkAM°S�'` -- 4X 6 DEFLECTION 60 PSF . BENDING 58 PSF SHEAR 59 PSF COMPRESSION 371 . PSF 58 PSF � P®STrS 4X4 STABILITY 480 PSF BEARING 511 PSF 480 PSF - ----------------------------------- TOTAL LOAD 58 PSF DEAD LOAD. 10 PSF LIVE LOAD 48 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 3944 PSF BENDING 1479 PSF SHEAR 640 PSF COMPRESSION 1795 PSF ----------------------------------- TOTAL LOAD 640 PSF DEAD LOAD 10 PSF LIVE LOAD 630 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 4506 PSF BENDING 1690 PSF SHEAR 732 PSF COMPRESSION 2051 PSF ----------------------------- ------- TOTAL LOAD 732 PSF DEAD LOAD 10 PSF LIVE LOAD 722 PSF ------------------------------------------------------- BILL OF_ MATERIALS --- OTHER .MATERIALS CUSTOMER: RAY MORRIS .DATE: 07/16/04 DESIGN: DECK04129 REF: 04129132 . ZIP SALESMAN # ------------------------------- - COMPONENT. SKU QUANTITY DESCRIPTION 16D NAILS. M116GDN - -14 LBS 16D MAZE PTL NAILS 10D NAILS M1,10GDN 1 LBS 10D MAZE PTL NAILS 12D DECK SCREWS . M112GDN 2 LBS 12D MAZE PTL NAILS 8D DECK SCREWS 1212XT 8 BOX 2 1/2" GALV DECK SCREWS LAG SCREW 126LB - 15 EA 1/2"X6" LAG SCREW WASHER, 12W 91 EA 1/2" WASHER TIE-DOWN -STRAP .1236 49 EA ALL PURPOSE FRAMING ANCHOR JOIST HANGER NAILS 8TPG 1 BOX GALV JOIST HANGER NAILS RAILING BOLT, 6IN. 126CB 38 .EA 1/2"X6." BOLT NUT 12N 38 EA 1/2" NUT FOOTER DSB 11 EA DECK BLOCK BILL OF MATERIALS. -=- LUMBER CUSTOMER:--RAY . MORRIS DATE: 07/16/04 DESIGN: DECK04129 REF: . 04129132 .ZIP SALESMAN # . ------------------------------------------------------------------------------ COMPONENT SKU QUANTITY DESCRIPTI-ON - WOOD TYPE DECKING 561.6T 15 EA 5/4X6 16' PT PINE DECKING 5610T 33 EA 5/4X6 10" PT PINE RAIL CAP 2612T . LEA 2X6 12' PT PINE RAIL CAP -268T 3 EA 2X6 8 ' PT PINE RAIL CAP 2616T 1 EA 2X6 16.1 PT. PINE RAIL CAP . 2610T 1 EA 2X6 10 ' PT PINE HORIZONTAL RAILS 2416T 9 EA 2X4 16' PT PINE VERTICAL RAILS ; 224TB 81 EA 2X2 4 ' SQ BAL PT PINE . RAIL POST 4412T 5 EA 4X4X12 PT PINE STAIR POST 4410T 2 EA 4X4X10 PT PINE STAIR STRINGER 21212T 2 EA 2X12 12 ' PT PINE STAIR TREAD 568T 1 EA 5/4 X 6" 8 ' PT PINE STAIR TREAD 5610T 1 EA 5/4X6 10" PT PINE BEAMS 468T6 48 EA 4X6 8 ' . 60 PT PT PINE JOISTS 2'810T 6 -EA 2X8 10 ' PT PINE JOISTS 2812T 11 EA 2X8 12 ' PT PINE FASCIA 21012T 1 EA 2X10 12 ' PT PINE FASCIA 21016T 2 EA 2X10 16' PT PINE. FASCIA 2108T 2 EA 2X10 8 ' PT PINE FASCIA 21010T 3 EA 2X10 10 ' PT PINE RIM BOARD 2812T 1 EA 2X8 12 ' PT PINE RIM BOARD 2816T 1 EA 2X8 16' PT PINE RIM BOARD 288T 2 EA 2X8 8 ' PT PINE RIM -BOARD 2814T 1 EA 2X8 14 ' PT PINE RIM BOARD 2810T 3 EA 2X8. 10 ' PT PINE STAIR HANDRAIL/CAP 2612T 1 EA 2X6 12 ' PT PINE HORZ. STAIR RAILS 2416T - 1 EA 2X4 16' PT PINE VERT. STAIR RAILS 224TB 20 EA 2X2 4 ' SQ BAL PT .PINE GROUND POSTS 4412T 1 EA 4X4X12 PT PINE ---------------------------------------------------------------------------