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2003-206 L 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: P20030206 Date Issued: Thursday, August 14, 2003 This is to certify that work requested to be done as shown by Permit Number P20030206 has been completed. Tax Map Number: 523400-309-005-0001-020-000-0000 Location: 7 WINTERGREEN Rd Owner: DAVID MONSOUR Applicant: DAVID MONSOUR This structure may be occupied as a: By Order of Town Board Garage - 2 Cars Detached TOWN OF QUEENSBURY r de IQ Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030206 Application Number. A20030206 Tax Map No: 523400-309-005-0001-020-000-0000 Permission is hereby granted to: DAVID MONSOUR For property located at: 7 WINTERGREEN 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. Tyne of Construction Value Owner Address: DAVID MONSOUR 7 WINTERGREEN Rd Garage-2 Cars Detached $16,000.00 Total Value $16,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builders Name/Address Electrical Inspection Agency MIKE DANIELS 26 WF,ST STATF, St NY Plans &Specifications 2003-206 576 SQ FT 2-CAR DETACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $57.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,April 29,2004 (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 Quee ry; /Vda Apri129,2003 SIGNED BY for the Town of Queensbury. Director of Building Code Enforcement Building Permit Application Town of Queensbury Department of Community Development, 742 Bay Rd., Queensbury,NY 12804 f�? (518)761-8256 3 O Do A permit must be obtained before beginning construction. Permit No.: No inspection will be made until applicant has received a Fee Paid: valid building permit. Form must be completed. Rec.Fee Paid: Reviewed By: Applicant: it1 a n�'c J Owner: � Md saws Address: Address: S,� �Xtie., Phone#: Phone#: 3 S Tax Map Number: j ��• s do 0 V D Subdivision Name: ,' — (if applicable) ,APR 2 12003 Lot Number: /House Number: /Street Name OR 77TOWN OF QUEEWSBUIH r +act f1ln,if; r3h1f`�f;�`n�- Property Location: 7 n 1,z ell O New Building: Residential/Commercial Estimated Market Value of Construction: oG ❑ Addition: Residential/Commercial If an Addition,what will use of addition be? ❑ Alteration: Residential/Commercial ❑ No change to Exterior size: Residential/Commercial ❑ Other work: (describe ) Check Below Occupancy Info 1"floor sq.ft. 2°d floor sq.ft. Other floor sq.ft. Total Sq.Ft. Single Family Dwelling Two Family Dwelling Townhouse Multifamily Dwelling #of units Office Mercantile Manufacturing 1 car detached garage 2 car detached garage p Fr 3 car detached'garage 1 car attached garage 2 car attached garage 3 car attached garage Storage Bldg.,Comm. 3 i Storage Bldg.,Res. Other What is the proposed height of the structure: c�- _ feet fO inches Will any second-hand or ungraded lumber be used? If so,for what? �(/G No. of Fireplaces to be installed: Poa e, No. of Woodstoves to be installed: 0Al2_ List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address Phone No. Builder 7 Mason 7 7 i 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 Built Survey by a licens or; drawn to scale, showing actual location of all new construction. Signature: circle one: owner,owner's agent,architec contractor RESIDENTIAL FINAL INSPECTION REPORT I /v Office No.(518)761-8256 Date inspection request received: Building&Code.Enforcement Dept.of Community Development Arrive am/pm Depa (/ Town of Queensbury Inspector's Initials 742 Bay Road Queensbury,New York 12804 NAME 1 V d 1 PERMIT Z� LOCATION DATE TYPE OF STR CTURE N/A YES NO COMMENTS Chimney HeiglrtP'B"Vent/Direct Vent Location b• Fresh Air Intake !J ` �c, Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,Ianding 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above 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 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.or 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) Framing / Firestopping Inspection Report �w- Office No. (518) 761-8256 Date Inspe, tion request received: -7 - Queensbury Building&Code Enforcement Arrive: am/p , Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: � �`'- ` a PERMIT#: LOCATION: A 113SPECT ON: if-3 TYPE OF STRUCTURE: 4 Y N N/A COMMENTS . Framing tuds/Headers ��1 ��/� Bracing/Bridging � ,/� Iza Joist han ers c os Main Beamsf� Exterl r s eeting nailed properly 12" O.C. �?,Y � �r Headroom 6 ft. 8 in. U V 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 LASueHemingway\BuiIding.Codes.Inspection.FORM S\Framing Firestopping,Inspection Report.doc January 28,2003 1 Foundation Inspection Report Office No. (51S) 761-8256 Date Inspection request received: ' Queensbury Building&Code Enforcement Arrive: am/pm\ Depart: I am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: c� NAME: PERMIT#: L/ LOCATION: t 22n, INSPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A otings Piers Monolithic Slab Reinforcement in Place 2 The contractor is responsible or 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 Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 -4- All rep ------- Cie, 4w F__Ll A PIR 21 12008 INNOFQJE .NSPUR� I JI_ SIT f__- -� __ r4 Oi- L 4--- F__ ROOF SHEATHING 1 2 SSB 1/2" SHEATHING ROOF SHEATHING 12 12 14 —14 ROOF TRUSS ROOF —RUSS ETAL DRIP EDGE METAL DRIP EDGE 2X6 SUBFASCIA F CHANNEL 6" ALUMINUM FASCIA 1X8 FASCIA VINYL SOFFIT 3/8" PLYWOOD SOFFIT 2X4 STUDS 6 16" OC J CHANNEL 2X4 STUDS ® 16" OC 5/4X3 SOFFIT NAILER DBL. 4 VINYL SIDING 3/4" QUARTER ROUND T-111 SIDING 7/16 WAFERBOARD SHEATHING EAVE DETAIL VINYL OPTION SAVE DETAIL T — 111 OPTION NO SCALE NO SCALE' VINYL OPTION 41 ROOFING SHINGLES � T — 111 OPTION ALUMINUM FASCIA 1X6 FASCIA "Z" FLASHING VINYL SOFFIT VINYL CORNER BOARDS 1X4 CORNER BOARDS DBL. 4 VINYL SIDING T-111 SIDING i 1 24'-0" .. RIGHT ELEVATION- ROOF 12'—O" 12'-0" REAR ELEVATION NOTES ROOFING SHINGLES co 15# FELT PAPER 4 2 c 1/2 OSB ROOF SHEATHING PRE-ENGINEERED ROOF TRUSSES ® 24" OC METAL DRIP EDGE 1X6 FASCIA 3/8" PLYWOOD SOFFIT 5/4X3 SOFFIT HAILERS to Lie, x WALL NOTES 2X4 STUDS ® 16" OC -� T-111 SIDING .� TREATED 2X4 BOTTOM PLATE 122 3 1/2" 23' 3 1/2„ 4r� � 2" BAD FOUNDATION NOTES 4" FRONT GRADE 1/2"X12" ANCHOR BOLTS s 9 d' SPACED A MIN. OF 48" OC a� 8" CONC. WALL OVER 16"X8" 0 DEEP CONC. FTG. REINF. ITIT I �j s W' � 2 #4 REBARS 4 CONC. SLAB OVER COMPACTED ©�® FE111EIIIE-11© o� i SOIL. SLAB REINF. W/ 6X6 W.W.M. ®®� © a ® COPY� EIL� CROSS SECTION w T 1 1 1 OPTIO _ � ©® ®®�© NOTE: FOUNDATION MATERIALS r ■ ARE NOT PART OF PACKAGE. F OD ITrJVU'N OF Q BE c N BU Y ��003-Xfo BUILDING & P LEFT E LE VA,TI O� 1 FRONT ELEVATION � REVIEWEDB DATE p A r TOWN Besed on ow *Yww " , MAW 24 X24 STANDARD 2 -- CAR 11101111111 ro Plans aw=ngmw 1r. GARAGE PLAN emU =TOMM the of New York CodesApproved Scale: 1/4"=V-0" Drawn By: SRF V1 Date: ii/8/oo Job No: N as Title: ELEVATIONS/X—SECT. Page: i CURTIS LUMBER CO . INC. i•-�/2- x ap co1-©/2" 11•_®i/2" " pp 00 11'-8 1/2" TOP H H 14'-0" SECOND TOP PLATE TOP PLATE 9 -5 SECOND \ °\� \ 14'-0" SECOND 10'-0" SECOND TOP PLATS PLATE a` " © t` 2 3 1/2- � C%? 9'-7 1 2 't 1'-8" Cq � 8'-7 1/2" d' 3 z- ALL WALL FRAMING zza 11D6. z-27C8 MR. 11 1/4" 16" TYP. 6 3/4" 16" TYP. co \ CO co x 9 -7 1/2" - x 9'-7 1/2" -co CO co xCO VIEWED FROM EXTERIOR ° '" '" 1 LEFT WALL Co -4 I coCo CO FRONT WALL 0 -1 'I I I I I co 10 UL � n e�i 07 I p I i• n 11 3/4" 16" TYP. 15 1/4" 16" TYP. 9 1 4" 11'-8 1/2" 11'-8 1/2" 1 1/2" 1'-8"'-9 1'-9 1/2" ® FT co 3 1/2" 3 1/2" T-a 1/z" 15'-©1/z" ---'I 14'-0" SECOND TOP PLATS ap 9'-5" SECOND TOP PLATE 10'-0" SECOND TOP PLATE 14'-0" SECOND TOP PLATE 2-2X8 HDR. 2-2X8 HDR. x c� x CO co Co co 00 CO 00 z co 00 2' s" 2'-8" 10' s" REAR WALL oe8 \ i CO CO i co $ CO 1 RIGHT WALL co �y .r ae �a] co ko I 1 11 10 5 " 2'-10 3/8" 11 1/2- Lu 11 jL=LU 15 1/4" 16" TYP. 15 1/4" 16" TYP. AND°LIT DOOR BOTTOM PLATE DOOR & WINDOW SCHEDULE TYP. 16" 15 1/4" 15 1/4" 16" TYP. CONCRETE sue. 8'-O" 16'-0" UNIT 1R.0. WIDTH R.O. HEIGHT 7'-8 1/2" 15'-8 1/2" VSH2830 2'-8" 3'-0" 2/8 6/8 2'-10 3/8" 6'-9 3/4$' 9X7 _OHD 9'-1 1/2" 7'-0 3/4" FT © 2X4 STUDS 1A'-O" REAR WALL 24'-0" CORNER DETAIL 3B 12'-0" 12'-0" 24'-0" m c� o M 1 — — — — — -- — — — — — — —— — — — — — — — — — — — — — — — — — 1 VSH 2830\) 3B Ir — — —— — — — — — — — — — — — — C ' R.O. 2'-8'X3'-0' II I 8" CONC. WALL� OVER 16"X8" DEEP 1 C - — CONC. FOOTING I PROJETIO 2/8on © REINF. W/ 2 #411 -8 1/2 II KEBABS CONTINUOUS co — o I II E,W� 'j SLAB 6X 16'-8 1/2- I I I I M / II C4(n I 1 Ile8 W.W.M. I I— I ( I 1/2" ANCHOR BOLT I=I I I=1 I Mi I IL 1 TRUSSES I I -I 11-1 I I1II=1 I 1 ® 24" OC I I I I GRADE M I I—1 I1-1II= I I =III=III=III= COMPACTED SOIL I UNIMCAVAM W/ I ! I5EI I mI I 1EE1 I LEFT WALL 4" CONC. SLAB I ILi =I1I 1 POURED OVER. -� I I d, -111—III— RIGHT WALL CQ CVI REINF. W/ 6x6 I iGo Cqw I�I I-111 co co -I i i—III— x i' I 3C I I o I�11=1 11 FOUNDATION WALL _• CO I m " I 1 x -III=�I I— co � ( `� r- - - - - - - - - - - - -1 — — — ——— — —— — — CO) I I I I I I FOOTING 1V 8 1/2" 1 1 I I 1 °o I o�' DROP SHAD AREAS I I I I I 'r'-e 1/z" I ®I �e SLAB TO POUR OVER I I #4 REBAR I ,4 TYP. 3-PLACES I I " I 1 3A I I I 1 I99,ti I I 16 I i I 1 I 9X7 OHD I 9X7 OHD ( I - - - - - - --- - - -- - - - - - - - - - - - - - - - - 1 FOUNDATION DETAIL 3C m," R.O. 9'-1 1/2"X7'-0 3/4" R.O. 9'-1 1/2"X7'-0 3/4" 9'-1 1/2" R.O. Iv-11" 9'-1 1/2" R.O. 1'-9 1/2" 9'-4 1/2" 1'-8" 9'-4 1/2" 1'-9 1/2" 24'-0" At 24'-0" 2X6 TRACK HANGER • ❑1 H 1 a H a © 2X4 ON JACK 1-9 1/2 9'-7 11 2- 1 -B" 9'-7 1/2" 1 9 1/2 2X4 SPF JACK STUD 2 4 ' X 2 4 ' STANDARD 2 — CAR 2X4 KING STUD FRONT WALL OH DOOR DOOR STOP ,s y X. GARAGE PLAN 1X6 JAI(H BRICKMOULD Scale: 1/4"=1'—O" Approved Drawn BY: SRF FLOOR PLAN FOUNDATION PLAN y T-111 SIDING Date: ii/8/oo Job No: OH DOOR JAMB/FRAMING DETAIL 3A Title: FLOOR, FDN. PLAN Page: 2 NO saus CURTIS LUMBER CO . , INC .