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2012-357 TOWN OF QUEENSBURY 742 Bay RoadQueensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120357 Date Issued: Tuesday, October 09, 2012 This is to certify that work requested to be done as shown by Permit Number P20120357 has been completed. Location: 178 AVIATION Rd Tax Map Number: 523400-295-018-0001-070-000-0000 Owner: ROBERT & JEANNIE MINER Applicant: JEANNIE WAIMON This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property .,.�.. owner of the responsibility for compliance with Site Plan, Variance, or t4. �'V other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement E Enforcement or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120357 Application Number: A20120357 Tax Map No: 523400-295-018-0001-070-000-0000 Permission is hereby granted to: JEANNIE WAIMON For property located at: 178 AVIATION 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: ROBERT&JEANNIE MINER 178 AVIATION Rd Garage Detached _ $18,500.00 QUEENSBURY, NY 12804 Total Value $18,500.00 Contractor or Builder's Name /Address Electrical Inspection Agency SAVILLE CONSTRUCTION DANIEL SAVILLE 792-0875 103 SANFORD St GLENS FALLS NY 12801-0000 Plans&Specifications 2012-357 Detached 2-car garage 480 sq ft $72.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, July 31, 2013 (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 ensbu Tu r a/ July 31, 2012 SIGNED BY avt' f. for the Town of Queensbury. Director of Building& Code En • cement r • r ,mc, I -1 -70 OFFICE USE ONLY l� TAX MAP NO. PERMIT NO. )• p — 30 r.,. , t., RA ;7� :��1� ,��l �.b.i •. a i,- ,FEE PAID 7p� BLDG. &CODES APPROVAL , , „ ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION 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. OWNER: le(i-r)fl!C. Gy a I n10/1)/ INSTALLER/BUILDER: ,,,,A ✓ R i//C' al r�4-%T ,-, ADDRESS: / 7 g rr V 1 GJ i 0ri kd 0-uc C')siv, j — ' ADDRESS: j.3 �# /‘"-e--17 �.57- ...<94/7., <-7',"(A- /z. ..<94 7.7 /l PHONE NOS, 76/- G 735 /Z�G�LIPHONE NOS. _578-_578- 7 '0,1 75 LOCATION OF PROPERTY: 17R�1. cJv fSUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: �SArIi c HAS THERE BEEN A SITE PLAN REVIEW:VARIANCE OR SUBDIVISION APPROVAL? 0 YES ENO IF SO, INDICATE APPLICATION NO,AND DATE OF APPROVAL: ✓ESTIMATED COST OF CONSTRUCTION: $A,y�x) ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? ye,' S IF YES,PLEASE LIST: /led/7 -Ac,.' CONTACT PERSON FOR UILDING&CODES COMPLIANCE: ,/ani 5i-9//i/k PHONE: .?11c f25 " 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 DOCK SHED POLE BARN CDET-----------.)ACHE GARAGE(NO.OF CARS: QA ) _ 4/8z) Q Q OTHER ACCESSORY STRUCTURE: i *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 construction. QUESTIONS? CALL 761-8256 OR EMAIL codesCDqueensburv.net I have re and agree to the above. / VISIT OUR WEBSITE FOR MORE INFORMATION Signed ' c GCC o� Dated: ul�l ,=, i / ' '"^^"��pueensburv.net Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 U-) ckl ne s A q Cj/ Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/ mart:ram/pm Date Inspection request received: Inspector's Initials: .� NAME: On I rev,n PERMIT#: 7 LOCATION: P? U 1Q:4-Ion !- 1 DATE: /0 --3 TYPE OF STRUCTURE: rca_cy t__ Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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/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/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 to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification 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 Enclosed Stairs Sheetrock Underside minimum' "Gypsum p� Basement stairs closed rise>4 inches (�/ Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% 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 I C or C/0[Temporary/Permanent] :1 L:\Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 Framing I Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: /I[ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's lnitials:(±L, ( ) NAME: 0c\1 PERMIT#: 2C) ( � 7 LOCATION: - - i, �t� ;�]_ r� INSPECT ON: TAME Z` TYPE OF STRUCTURE: 4,, N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing I Bridging Joist hangers Jack Posts/Main Beams 1 c Exterior sheeting nailed properly t / 12° O.C. Headroom 6 ft. 8 in. r Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes / Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge (8) 18D nails each side 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 's 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:1Building&Codes Forrns-OLD\DuiIding&CodeeUnspection Fom s\Framing Firestopping Inspection Report.doe Revised January 7,2008 ,.Job: STOCK2010 Mark: 2052T Quantity: 0 Type: 4.2 Span: 200000 P1-H1: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- OP J_ Page 1 ,s„, STOCK, JCCC»> 2 G' ____________ -----------------_. .._ .__.-----------------------..._.---- sass------- _-. --- --- ---._... _._.. ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Cowman Truss NOTES: • ON JOINTS EXCEPT: TOP 0.80 2.4 SPFS-112 O.0 From To JT REACT ACT MID REQ MID + 4 Wind Load Case..) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.68 2%4 1650E1.5 TC Cont. 0-0-0 20-0-0 LBS 00-SX IN-SX +2 Unbal. Load Cassis) SARATOGA LUMBER TRADERS A 4.00x 6.00 CNTR 0.12 PBS 0.55 20 4 SPFS-42 BC Cont. 0-0-0 20-0-0 A 1440 3-B 2-14 + 1 UDC Load Case Analysis Conforms To: E 2.00x 4.00 0.00 CNTR C 1440 3-8 2-14 + 1 Dead Load Caw IRC/IRC2006 - C 4.0Ox 6.00 CNTR 0.12 TC Fbw1,13 F001.10 Fts1.10 TLI 2002 0 5 ODx 6.00 CNTR-0.50 BC!'bel 10 Fce1.30 Fto1.10 UPLIFT FOUND AT BEARINGS ON Leading BRM UPLIFT ERG UPLIFT Soffit psf 2.0 LBS LBS This truss has been designed I A 209 C 209 for 20.0 psf LL on the B.C. in areas where a rectangle TL Dell -0.35- in D -C L/662 3-6-0 tall by LL Dell -OAS.in 0 -C L/999 2-0-0 wide Shur// Groin in E -B 0,64 will fit between the B.C. and any other member. Design checked for 10 paf non- concurrent LL on BC. Wind Leads-ANSI /ASCE 7-05 Truss is designed a a Mein Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed 4x4= Zone location: Exterior B TC Dead Load : 6.0 paf HO 4-1 HO 4-1 BC Dead Lona : 6.0 pat -"---L\\ Roof Snow Load per ASCE 7-05 Ground Snow Load s 60.0 psf j ../.-...../....."--'111------------\ � \ Rain Load = 0.0 psf 5 Importance Factor 1.00 i Thermal 23E4�/ 2x4:-.1-- Exposure Faster 1.00 1,. Balanced Load Factor 0.77 E Umbel snow loads checked 4-10-13 TC .-- TC Par-to-ridge not roc/id '4 ./ 1 .. Man comp. force 2440 lbs 9-6-1 / ~ ��� Notes Continued On Page 2 en 1 1 4x6= i' f 2 / 4x6= I C h J C I_ " BCL D BCL C.4 I 5x6= 0 • CI o W:308 SPL W:308o ,c ,OF E t. o ri kl?, OOPS A.440 0,,p , ti TCI .+ 5-5-0 10-0-0 14-7-0 20-0-0 4.4 BC 10-0- 210-0-0 ,Z 2 CIO9 N IC 20_0-0 * 11 ALL PLATES ARE MT2020 r t.:_.___,'.4-._‘.,--_ *,_r -,. k, r"s 1 I+1-'J�1L! Al!' !! 2 012 <C%0 D>>357 A �� ROfiEsS01)' REVIEWED BY: January 14,2010 Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL 6904 Parke East Bled. NOTES AND SYMBOLS SHEET FOR Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, InC./Online Plte� Stile: 0.337- 1' Comm.,phi s shall he applied so bath timer trim el mats Joint.Cosier the plain. _--Rabbles ErbCs.Mw err respeadbW is far Meerrr0m of l rases,1113 Med..er 5oln,ledicalM Chemise.No bow Mellor wane le plum coma ane.Spike eery pnfn.aroiIron brasier Itchy lo RCS:1-03.1 pablhbed b;teTrw,Flat Institute, Auto Snow Loading Designer: John Mulligan ohm shame.Os ewe seem snorer 4-baring at 4548 red.mkt:Indicated 0 bremlw. 313!MOO Ire Sirret Salle 31LAMeodrh.VA 22314.Prunes erecting Munn are TC Live 46.2 psf Checker: Cutting cad 1•brk.lioc sbsll M performed on equipment obi.prod em sn.oONmg caslleeed m melt erofndeael ser In caxereleI peeper eaccim bracing to present joints cad plates.Rolm.01.,41••noted.meirrare torrent of lend.,shell ew.,reedab .mad'eoreele ..Ca,sbeetelahrw e poorer am.daring hbrkaioe. TC Dead 10 psf Reviewer: rim auin.elfodr.tise sod ibis design 1,aweppnr.bi,ler mwaim Ie. ne.rnaed.. .abippior,ed erred .Tap end bottom echer..haw.naeqa.t dn see a 8In 110 BC Live 0 psf Designed: lem.re.4seen pressr.Mi-r Imbenls.Thu desire m re wet prepared Is, rd, e eilb atom..:,of Mouth er or deid memo.respectively.It Is lbs respeedd ilea ef.ern le BC Dead 10 psf Rev No: NMbnal DMR.Specifications for Wood Construction-IA ITA).-Natleeal Design menial 1.l Ilan design lead,stirred ee Ihi dreelot merl or tired the Meal dram 51ee4.rd ger Morel Phe Conned.Wood Truss Consimale^IANs1/Irl 116 and 1100 mods Impowd by fie draa.re and its Mt leach Imposed by,5:local buedlea code or Total 66.2 psf Rev Date: Daim Gbrel.Ior Trussed Rafters. hie arks!ellm.:k records. Lumber SI 1.15 Run Date: 01/14/10 • Plate SI 1.15 Version: 26.0.005 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. Spacing 24,0 in. Drawing: T3599027 I • IT IS TIME RESPONSIBIUT'OF Tilt BUILDING DESIGNER TO REVIEW'THIS TRUSS DESIGN DRAWING A VERIFY TNT DATA INCLUDING 0131.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENT DIAGRAM. Robbins Engineering,inc./Online Phis^0 18962008 Version 26.0.005 Engineering Cr ng Review owing 1!14/20101:57:05 PM Page 1 4.X2 e Framing / Firestopping Inspection Report ,-(. Office No. (518) 761-8256 Date Inspection request received: J /i �' 2— Queensbury Queensbury Building &Code Enforcement Arrive: am/pm Depart:, 3 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: `t) l/v\ PERMIT#: I Z ' 3-c7 LOCATION: f V .ii ; , �, c�t� ' INSPECT ON: //L1/ TYPE OF STRUCTURE: (7)v I Y --t` N/A COMMENTS: gaming Attic Access 22" x 30" minimum //' Jack Studs/ Headers Bracing /Bridging V t `"" _` '� ' �`�' � Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 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 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 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 '/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:1Building&Codes Forms-0LD\Duilding&Codeanspection Fomns\Framing Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: P/3 /Z— Queensbury Building&Code Enforcement Arrive: am/pm Dep . am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: I NAME: lAJ ,L1 v 1 PERMIT#: LOCATION: Ip` ;�✓r ► t e-,, ,2 c a.> INSPECT ON: /6/ /?r TYPE OF STRUCTURE: 1 �,_�2 ,>)• Comment /V\N N1A 4Footings Piers Monolithic Slab f 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/Wallpour Reinforcement in Place 4 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:\Bulding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C 0 0 CD It CD ( o ,o x�a !5-3 o --i v:�' S-1 CO _ 5D CDT 3� ;Z.Y. no =io t;n CD u. .��- fir-•: " 1 _ A -off _J ^ s i 0 o Z,— 10 C � , Is 0co mem � � _ mm�� �l ccnn o .. to F w G) s p .. � C: © m Q `\ r z CO o c G Y F c_ f r �T 4FNI _ O i .nr a � Q Co_F 0 z El cr\� xg� � r t AV LA a F r r d _n �,�'' UN MAP REFERENCE: MAP OF A SURVEY MADE FOR DONALD & JENE BROSSEAU HN B. VAN DUSEN DATED: IODECEMBER 14, 1976 IPF �® L e IRS IRS 0 / LANDS N/F OF /ho% ROBERT & DIANA iUL 2l 6 2012 KING �i 735/27 LANDS N/F OF6QL JO ANN SIGISMUNDY"w � 754/89 1,4 r,t i s L ON, i .. •36. - _�.04SI1 _- o q• l�; �` LANDS N/F OF MARK & MARY LAMBKINS 810/147 S46020'00"E - 20.00' Axe .a�Nrx"e LEGEND: OIPF = IRON PIPE FOUND OIRF = IRON ROD FOUND O BRF = BATHEY ROD FOUND ®IRS = IRON ROD SET/TO BE SET —i3—= WOOD FENCE — x = WIRE FENCE I4 ' AREA 47,902 sq.ft. 1.10 acres m ' m Seen or observea, or believe I saw evidence of, !cts such as houses, Wells, trees, fences, etc., o� on this document. I also represent that I have ` oel sonally measured the distances set forth on a diag(ram." f _ 32' < - � SIGNATURE I �f I. Dater MAY , 2003 C S UNAARINGUTHOR'A DENSERALTERIFN oR ADpnax m A IS A M @ S e Q JCaIP 1'= SOA �l uIA ON OF A D ON uxD $URKETOR BE Is A jYJ.:H1H Od a Yiur®Piy made for `Aa ATCu OF EECTCN ATO SUB-DINAW ; W MF NEw Yow, STATE EOUCATON Uw' +MLr Cl':� AN mF CU'•N4 or mu suln2r M/Yrm'Mfx µ 0NSMD R Steves T•C I BE VALID ME �I 1 tiny 5, ni. RTRC 9E S NDY TTE i0 BE N SID IFY T CORES.' p gq A _\ .� 1 Ep VyyTWAS INDICA ED IN SIGNIFY WITH e y� �,� T`� �(flT /t, A ®j�T II✓✓J IDc, NG CO 0' PRACTO° IN ACAND SUR Mnl ADOPTED D P_d1 Jf6.,J• 1 E 81 n M 1 v L a rl d S u r v e y o r s a, TT G EWE M PRATE E FOR Up° OF PROFES ADW T B i ME NEW ONE,IDSTATE ATMAT¶CN M pp°RUN ONAL ` lA'u� EDRY NDAS. SAID CFPTHE SURW SHALL RUN ONLYNEN�Er 1 OF t ON 'HE OCHAUE O E TIT E C SURVEY IS PRR9ARED A40 Cx qi5 DEHAIi nl THE TITLE COMvµY, °OIrcRNMENUL 169 Haviland Road Queensbury, New York 12804 ;;`„.AND ama °”°�°"RE« A"° Town of Queensbury, Warren County, New York (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION WAIMON DWG. NO. 03066 �� G�' � ''�` //'�,% (/�i4•'�tUL^'� �"`� ,�/ I,'�,80-1-4.1/295.18-1-70 Cl