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2011-376 iA TOWN OF QUEENSBURY t--Gro 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Q may, Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110376 Date Issued: Friday, August 12, 2011 This is to certify that work requested to be done as shown by Permit Number P20110376 has been completed. Location: 16 STEPHANIE Ln Tax Map Number: 523400-308-016-0001-019-000-0000 Owner: EVERETT & ANN BATCHELDER Applicant: EVERETT &ANN BATCHELDER This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY /$ r i1 Issuance of this Certificate of Occupancy DOES NOT relieve the //lc 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. 011" TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FOTO Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110376 Application Number: A20110376 Tax Map No: 523400-308-016-0001-019-000-0000 Permission is hereby granted to: EVERETT&ANN BATCHELDER For property located at: 16 STEPHANIE Ln 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: EVERETT&ANN BATCHELDER PO BOX 3208 Garage Detached $7,000.00 GLENS FALLS,NY 12801 Total Value $7,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-376 240 sq ft carport $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 02,2012 (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 Town ueensbt ; A T,u0sd,y,August 02,2011 SIGNED BY � r''�)s for the Town of Queensbury. Director of Building&Code Enforcement pFFICE USE ONLY TAX MAP NO PERMIT NO. `, ) 74) FEE PAIS 4gli ,> LDG. COD 'APPROVAL Rig_ 2 8 2011 'Is -QUEF�t�.SaUEKY„. �'C'JM/dN'O� ._.__r CODES ACCESSORY STRUCTURE BUILDING P!R BUILDING&LICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. /�� J OWNER: A , f�UC / 7G�n.e(de- INSTALLER/BUILDER:?a 5,'cv ) S� �Ti /! cv ADDRESS: /6 $/`/ /,may✓it 6h*k ADDRESS: $ .,41. IniPC r PHONE NOS. VZ�1 0S //)7 _ PHONE NOS. 79Y-”- 7 60f - 7% -/57 / LOCATION OF PROPERTY: �7/+74t& SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION•-""" ✓� /�2 �; / cA o' ®!'<— HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE 0 SUBDIVISION APP AL? S 0 NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: a4 Thrlr � �L� ESTIMATED COST OF CONSTRUCTION: $ 760 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? A-AD IF YES,PLEASE LIST: / CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:. `-k- `e..- �l/ k , PHONE: '7 Y'Y " 6 0 1ST No PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK I DOCK j (47 SHED ta* POLE BARN l p 3 /1- DETACHED GARAGE(NO.OF CARS: Ritgr _) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the 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 Codes, 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 I/we 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-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new constructio 7 /� �/� / QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Building & Code Enforcement - Residentia mai Inspection � j Olice No. (518) 761-8256 Arrive: am/pm Depart: I: I L am/pm Date Inspection request received: Inspector's Initials: en NAME: (" j f �� �^ PERMIT#: L. LOCATION. 6 ' DATE: 01111.11TYPE OF STRUCTUR : Comments: Yes No N/A 4" Building Number Address visible from road O 1 W Ae,L._. pc) rt. 01 Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake i�0Ut/ • 3 inch Plumbing Vent through roof minimum 18 inches s Roof Complete/Exterior Finish Complete lJ.4j-1-0 7 Platform at all exterior doors 7 yy Handrail 4 or more risers 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 Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed I 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 I Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.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 C- v `] Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/.hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent j L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10 Framing / F irestopp' g /inspection Report Office No. (518)761-8256 Date I request received: Queensbury Building&Code Enforcement Arrive �/ am/ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: x nr �� PERMIT#: LOCATION: ar c _/ INSPECT ON: TYPE OF STRUCTURE: - --�. f 1 Y NAFraming �! COMMENTS: Attic Access 22'x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 8 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gage(8) 16D nails each aide Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water 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 6 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:1BuIIdk g&Codes Fortes-OLD 8uUding&Codes\inspection Fomis Framing Firestopping Inspection Repod.doc Revised Janwry 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: (2( Queensbury Building&Code Enforcement Arrive: am/. Depart: 'iv( am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: IP ` NAME: PERMIT#: LOCATION: ( 55r-L---1'141-1 - INSPECT ON: e C'3 ( t TYPE OF STRUCflJkE: ./ 42- Cqaments Footings Piers Monolithic Slab 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/Walipour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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• ng&Codes Forms\Building&CodessInspection Forms►Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM "i nave seen or observed, or believe I saw evidence of, r ,. ' ',,,Community Development Office all iti,,n+s 0\''.c r ry:. -,'!ses, wells, trees, fences, etc„ o. a �. �JJ� Town of Queensbury • 742 Bay Rd. ? ¢. I �sy,n r ?r 5e : ,.t tt,at € have uednsbu New York .12 4 P A r ,c .. Quednsbury, 80 PLOT PLAN �. a. e, svi ,.-z ; on the diagram, Show all existing and proposed structures.Indicate the setbac f- 3 . • s.-Irt, D Lu 4101, . g � ��- r�li�s. w0 SIDE PROPERTY UNE c=' ____ i ( �� � 1! i Lr,, > v , 1\1:11,, b Cit -... a ui 0 l - Z T Z O O \. <-411 --- NMI CC ate. \--C1 Z W m • I ria 4 e 4 1 SQUARE = 1l FT. SIDE PROPERTY LINE $14-LTR 11-05 WARREN COUNTY REAL PROPERTY TAX SERVICES '08.16-1-1 2 ill 0 308.16-1-38 308.16-1-17 150 O 185.09 O 308.16-1-12.1 308.16-1-37 308.16-1-18 0 O 0 O 150 184.18 O 308.16-1-11 0 i T 1 308.16-1-36 OSej 308. V& 08.16-1-19rn Z ' .1'• 150 $" 13.27 308.16-1-10 0 308.16-1-35 O 308.16-1-20 0 O O 150 0 182.37 308.16-1-9 308.16-1-34 308.16-1-21 -a O O 308.16-1-8 O I I( IMPORTANT NOTICE AND DISCLAIMER So WARREN COUNTY MAKESAND INO WARRANTIS S S THIS ORD AS AND GUARANTEES,EXPRESSED OR IMPLIED,INCLUDING WARRANTIES OF TITLE,NON-INFRINGEMENT, MERCHANTABILITY,AND THAT OF FITNESS FOR A PARTICULAR PURPOSE CONCERNING THIS MAP AND THE INFORMATION CONTAINED HEREIN.USER ASSUMES ALL RISKS AND RESPONSIBILITY FOR DETERMINING WHETHER THIS MAP IS SUFFICIENT FOR PURPOSES INTENDED. GIS MAPS ARE NOT LAND SURVEYSI 5/8 CDX PLYWOOD ROOF SHEATHING PRE—ENGINEERED ROOF TRUSS ® 24" OC ---- r 2X4 TRUSS NAILER BLOCKING* 24" OC METAL DRIP EDGE 6" ALUMINUM FASCIA 2X6 SUBFASCIA �- VENTED VINYL SOFFIT "F" CHANNEL 12" 2-2X� HEADER 'I PQ��-- 2X4 DIAGONAL WIND BRACE 2X4X12" VERTICLE BLOCKING 4X4 TREATED POST A , a •• : • :a d• _ •. : o I COMPACTED GRAVEL Ap BACKFILL e' — -- UNEXCAVATED SOIL e �Iil 1 I I 0 24"X24"X12" DEEP CONCRETE FTG. REINF. W/ 3 #4 I REBARS EACH WAY TYPICAL WALL SECTION NO SCALE T_t�fa CROSS SECTION SCALE 3/8"=1'-0" PRE—ENGINEERED ROOF TRUSSES ARE DESIGNED TO RESIST ROOF LOADS OF: 5 PSF DEAD LOAD 50 PSF LIVE LOAD 2 PSF CEILING LOAD 57 PSF TOTAL LOAD IF ROOF LOADING IN YOUR AREA DIFFERS FROM ABOVE SPECIFICATIONS PLEASE ADVISE YOUR CURTIS LUMBER SALES PERSON. ROOF NOTES 20 YR. ROOF SHINGLES OVER 15 FELT PAPER 57" CDX PLYWOOD ROOF SHEATHING 5/8" PLYWOOD CLIPS 5/12 PRE—ENGINEERED ROOF TRUSSES ® 24" OC 2X4 TRUSS BLOCKING ATTACHED BETWEEN 2X10 HEADERS AND NAILED TO SIDE OF TRUSS ® EACH END OF TRUSS 2X6 SUBFASCIA c METAL DRIP EDGE I 6" ALUMINUM FASCIA i+t VINYL SOFFIT W/ F CHANNEL ® WALL LINE WALL NOTES 2-2XIO HEADER ONE EACH SIDE OF POST 2X4 WIND BRACE NAILED DIAGONALLY TO SIDE OF POST do BETWEEN 2X10 HEADERS W/ 2X4X12" VERTICLE BLOCKING BELOW 4X4 TREATED POST FOUNDATION NOTES 24"X24"X12" DEEP CONC. FTG. REINF. W/ 3 #4 REBARS EACH WAY COMPACTED GRAVEL BACKFILL EAVE ELEVATIONS SCALE 1/4".1'-O" ZA 149-0" 3 1/4"j, 7'-8 3/4" 1 7'-8 3/4" j 3 1/4" I I I (" COMPACTED GRAVEIL 2 CONCRETE t ABPTIONAL) � I I21 2'-1 1/2" 4X4 TREATED POST r P LDiE I BEGINNING PROJECT. L J W{HR0'U110"I07'ABe C.__ „ I .. .. .. ,,... .. .... SPECIAL N O TL : V4 214 VnTm1aINGONAL �°SULT m,Qc1=0 s-2:10 sAuot NAIL 7n —s-�'Ic EACA 810E QF PONT I _-- 4U 7111490M FM II J II �OR °'�'� 11 II II II U U U EAVE SIDE FRAMING SCALE 1/4"-1'-0" TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, comp'Nance with our comments shall not be construed as indicating the plans ands ficatlons are in full compliance with the uilding Codes of New York State. TOWN QUCENSBURY C4fjLflLD1N1G`! & C(*WDES 1 -710 -0" '-0" —0" FLOOR PLAN SCALE 3/8"=1 9-091 GABLE ELEVATIONS SCALE 1i,•=, -o• )[,3-76 SPECIAL NOTE: 5/12 PRS- GINEWD I I ROOF TRUST • 24" CC P I (" COMPACTED GRAVEIL 2 CONCRETE t ABPTIONAL) � I I2X10 HEAD ABOVE i PsoPosm aw In+s 4X4 TREATED POST r REGARDING FOOTINGS AND FOUNDATIONS BEFORE '-0" —0" FLOOR PLAN SCALE 3/8"=1 9-091 GABLE ELEVATIONS SCALE 1i,•=, -o• )[,3-76 I+I ii li II II 11 GABLE SIDE FRAMING SCALE 1/4"=V-0 19 IE C JE 0 v [E Fm, 2 8 2011 D BUILDING 12'Xfm ' OPEN PAVILION Scale: VARIES Date: 12/8/99 Title: PAVILION PLAN Drawn By: SRF Job No: Page: 1 CURTIS LUMBER CO..INC. SPECIAL NOTE: 12'-0" FOOTING SHOWN IN CROSS SECTIONS MEETS N.Y.S. BUILDING CODE. HOWEVER, LOCAL BUILDING CODES MAY VARY. i PsoPosm aw In+s CHECK WITH YOUR BUILDING DEPARTMENT FOR THEIR SPECIFICATIONS r REGARDING FOOTINGS AND FOUNDATIONS BEFORE BEGINNING PROJECT. L J =I* REAM NAR To tX4 QlAtiOlUi QND BRACE °UNM ?AM a P= */ U4 VZRMM 'Na SPECIAL N O TL : 1 c I CONCRETE AND REBAR ARE NOT INCLUDED AS PART OF THIS PACKAGE. °0 {r{ 1REAT� Poe! THEY CAN BE QUOTED AND PURCHASED AT CURTIS LUMBER UPON REQUEST. i i'-9" ------ Von ca"CrXIM Sim I+I ii li II II 11 GABLE SIDE FRAMING SCALE 1/4"=V-0 19 IE C JE 0 v [E Fm, 2 8 2011 D BUILDING 12'Xfm ' OPEN PAVILION Scale: VARIES Date: 12/8/99 Title: PAVILION PLAN Drawn By: SRF Job No: Page: 1 CURTIS LUMBER CO..INC.