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2004-503 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20040503 Date Issued: Monday, December 18, 2006 r This is to certify that work requested to be done as shown by Permit Number P20040503 has been completed. Tax Map Number. 523400-316-018-0001-003-000-0000 Location: 73 BIG BAY Rd Owner. JOHN & ERIKA SMITH Applicant: JOHN & ERIKA SMITH This structure maybe occupied as a: Garage - 2 Cars Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 4;W - 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: P20040503 Application Number: A20040503 Tax Map No: 523400-316-018-0001-003-000-0000 Permission is hereby granted to: TORN&ERIK A SMITH For property located at: 73 BIG BAY Rd 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: JOHN&ERIKA SMITH 73 BIG BOOM Rd Garage-2 Cars Detached $12,000.00 QUEENSBURY, NY 12804 Total Value $12,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-503 720 SQ FT 2-CAR DETACHED GARAGE $72.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, July 09, 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�67vw b ; F da July 09, 2004 SIGNED BY for the Town of Queensbury. r .Y Director of Building&Code Enforcement Building 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. Permit File No, — 5 03 No inspection will be made until applicant has received a Fee Paid $ O valid building permit. All applicants' spaces on this Roc.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. l low Applicant: �Iodd ( , SSMILH Owner: how Address: -7:3 aG mA gD Address: -7_3 btc, b-�Ijr fib NW-R-4560R..\/ NE'U.1 Wa2r: G�uc lsRclRy NecJwo2� Phone#(EL) -7116- - 2599 Phone#(LPW ) -7q,,; - a x;? Property Location; Lot Number: / House Number / P '' l3, Subdivision Name: Tax Map NumlYer: ,3 ® New Building: residence /commercial 'Estimated Market Value of Construction: $ 02 00 d o Addition: residence/ commercial If an Addition,what will use of new addition be? C Alteration: residence/ commercial 0 No change to exterior size: residence/com'1 t, Other work(describe ) Check. Occupancylnformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft, sq.ft. Square Feet o Sin a family dwelling o Two family dwelling o Townhouse o Multifamily dwelling U N $ 2004 #of units o Office TQWN OF QUEENSBURY v Mercantile BUILDINE AND GUM o Maaufacturiu a 1 oar detached pmge car detached Lmage S 0 3 car detached garage a 1 car attached garage 0 2 car attached garage 0 3 car attached garage e Storage building- commercial . o Storage building- residential o Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? NO Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: AWNE Number ofFire_places to be installed Number of o'o dstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder W.1 m '13 tG�AH RD 6��ua�� r�tEw aRVC 5rx-A6 8588 Plumber Mason Electrician 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. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As We Survey by a licensed surveyor;drawn to scale,showing actual location of cons ' a. Signature: r y,uL owner,owner's agent,architect,contractor f V .Ioo Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm De art: 4 am/pm Date Inspection request received: Inspector's Initials: . ^NAME: PERMIT#: LOCATION: DATE: 71 IAA TYPE OF STRU Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent 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 Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate 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 Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. 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%2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/Y4 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 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.doc Framing / Firestopping Inspection Report ih Office No. (518) 761-8256 Date Inspection quest eceiv Queensbury Building& Code Enforcement Arrive: am/ D art: _ a p 742 Bay Road, Queensbury, NY 12804 Inspector's iti 1 l NAME: �' PERMIT#: LOCATION: INSPECT ON: Z Q(h TYPE OF STRUCTURE: Y N N/A COMMENTS � raming Jack Studs/Headers Bracing/Bridging Joist hangers <Q.c rah Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. V,` Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemin_way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report7'`. Office No. (518) 761-8256 Date Inspection re es eceive Queensbury Building&Code Enforcement Arrive: m/pm D ,Art• aI 742 Bay Road, Queensbury,NY 12804 Inspector's Init a r NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: — Y N N/A COMMENTS raming Jack Studs/Headers Bracing/Bridging Joist hangers 0� Jack Posts/Main Beeams V1�► / Exteri sl�eet�ng nailed properly Q-1 oin. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls �� Metal Strapping for Notches Top Plate C>I�--`jam 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueFiemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 t Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ t received: Queensbury Building&Code Enforcement Arrive: an-/p nQ Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: 77 23 INSPECT ON: Z- _ TYPE OF STRUCTURE: Comments Y N N/A otings i onolithic Slab Reinforcement in Place Z i The contractor is responsible t• providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site._ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\I'oundation Inspection Report.doc January 28,2003 _I. 5- 1-C-2.: 1 0:30 1A;CLE• DC QUEENSBURY :51 8 885 C-504 # 5/ 1 E Job Mask Quan Type Span PI-H1 Lef(t OR Right OR Engineering T03011565 2442T s20 4.3 240000 4 1- 0= 0 1- 0- 0 U#0225 J#STOCK60 HO 3-15 H HO 3-15 4 - 2x4,Z 2x4, F G 4-3-15 ' 3x1D- 3x10= A C E SS D 3x4- 3x6- 3x4- W-508 H:508 oR:2064 R:2066 p: 213 U: 21g 0 _TC "' 6-5-6 5-6-10 1 5-6-10 _ 5-5-6 BC B-B-1 6-7-14 ----- z4-0-0 -- --- ALL PLATES ARE LOCF20 Scale:0.259"=V Rcb:)-4ns Engineering, Inc./Online Plus- APPRCK. TRUSS WEIGHT: 727.7 LBS Online Plus -- version 13.5.028 ELATING CONFORMS TO TPI REVIEWED BY: RUN DATE: 1-16-03 VERIFY-PLATE VALUES WITH Robbins Engineering, Inc. ROB13INS ENGINEERING. PO Box 260055 - �CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP/SP£ LUMBER Tampa, FL 33682 TOP 0.93 2X 4 ISSOF1.5 1897 USING GROSS AREA TEST METHOD. STM 0:90 ZX 4 165OF'1.5 1B97 PLATES - 20 GAUGE LOCK REFER TO ROBBINS ENG. GENERAL WHS 0.57 2X 4 SPFS-STU 759 - GRIPPING'514-250 PSI PER PAIR 'NOTES AND SYMBOLS SHEET FOR REPETITIVE MEMBER INCREASES: INCLUDES 15.0e INCREASE ADDITIONAL SPECIFICATIONS- FS 15.04 FT 0.04 FC 0.0t TENSION 1339- 465 PLI PER PAIR SHEAR - 784- '506 PLI PER PAIR NOTES: _ LATERAL BRACING: - 1. TRUSSES MANUFACTURED BY TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE _ X Y SARATOGA LU)•ffiER TRADERS HIM CHORD - CONTINUOUS A ZDD1 3.00 X1D.00 9.7 2.9 2. EMPIRICAL ANALOG IS USED- TRUSS SPACING - 24.0 IN. 'B 3010 4.09 X 6.00 CTR 2.2 3. WIND LOADS - ANSI/ASCE 7-9B C 2001 3.00 X10.00 9.7 2.9 TRUSS IS DESIGNED AS A STANDARD LOADING D 1D10 3-00 X 4.00 1.7 1.5 MAIN WIND-FORCE RES SYSTEM LUMBER STRESS INCREASE: 15.08 E 1010 3.00 X 4.D0 2.3 1.5 FOR EXTERIOR ZONE LOCATION PLATE STRESS INCREASE: 15.0% F 1001 2.00 X 4.00 CTR CTR WIND SPEED - 90 MPH LOADING LIVE DEAD (PSF) G 1DD1 2.00 X 4.00 CTR CTR MEAN ROOF HEIGHT - 25' TOP CHD 60.0 1D.D S1 1100 3.00 X 6.00 CTR D.2 EXPOSURE CATEGORY - C BTM CHD 0.D 10.0 OCCUPANCY FACTOR - 1.0D TOTAL 60.0 20.0 80.0 - �+r^t• -I..c..,,-,• ENCLOSED BUILDING_----•-.-.---: SUPPORT CRITERIA...,. .. m....:,.:-..a� e..a.,..zsn.+fa. ..-..-> ;...»�..,.:.,g•,:.....,3..3 . . '�'•'•"'•""""" � TC DEAD LOAD =, 6.0 P5£ _- T REACT WIDTH JT REACT WIDTH BC DEAD LOAD = 6.0 PSF LBS IN-SX LBS IN-SX 4, PREVENT TRUSS ROTATION AT A 2064 5- 6 C 2064 5- 8 - ALL HEARING LOCATIONS. _ S. FASTEN TRUSS TO HAG A LEFT RIGHT FOR 213 LBS OF UPLIFT, HEEL DIN - 4SX DIN - 4SX WHILE PERMITTING NO UPWARD MaVEbMr' OF WALL OR BRG. , MEMBR CSI 2(LBS( M01ST M02ND G. FASTEN TRUSS TO BRG C i TOP CHORDS FOR 212 LBS OF UPLIFT, A-F 0.93 4308 C 2443 -455D WHILE PERMITTING NO UPWARD F-B 0.93 3653 C 4550 -2881 MOVEMENT OF WALL OR BRG. B-G DA3 3653 C 2B81 -4550 G-C 0.93 430H C 4550 -2442 BOTTOM CHORDS A-E 0.89 4095 T -203 -979 E-S1 0.60 2781 T 979 349. S1-D 0.60 2781 T -349 -9-79 D-C 0.90 4D95 T 979 204 WEBS F-E = 894 C E-B = 1035 T • B-D = ID35 T D-G = B94 C / �C,��"e- r ' A,/.is A a�� U DL+LL DEFL = D.49'. IN F-B LL DEFL = 0.311, < BRG-SPAN/240 -` !� r SPAN/DEFL (DL+LL) = 591 � �t U!• �- /n�- . ,� ilk Au w Robbins Engineering.1=10nline plus'"•H 1996.2003 Version 13.5.029 Engineering.Ponraa 01116/03 1:01:20 PM Fags 1 , lAai I 7?nni 03-s�3 03 RECEIVEE JUN 2 8 2004 TOWN OF QUEENSBURY BUILDING AND CODE 04 Jr A is'r . z z m OPLT, 0 io�Tm r 1��P G� F 30�DEED P Bhy ROAD rn �- 41 MONOLITHIC. SLA5 ROUNDATION � ark-=+ wiDE x 3&4- DEEP SINGLE CouPSE OFSLOCK ON SLAB i �p G_ SN D ______ '��wFORCEMENT MESH CONCRETE BLOCK Wf ANCHoF, MmUNTS 5M6��