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2002-814
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761.8201 Community Development-Building&Codes (518)761-825,6 C ERTIFICATE OF COMPLIANCE ' Permit Number: P20010814 Date Issued: Thursday,August 25, 2005 This is to certify that work requested to be done as shown by Permit Number P20020814 has been completed. Tax Map Number. 523400-296-008,-0001-014-002=0000 Location: 45 WAVERLY PI Owner. EDWARD&ELIZABETH ROACH Applicant: EDWARD.ROACH This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY " Issuance of this Certificate of Compliance DOES NOT relieve the 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: P20020814 Application Number: A20020814 Tax Map No: 523400-296-008-0001-014-002-0000 Permission is hereby granted to: RICK SWET For property located at: 45 WAVERLY PI 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 Budding Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MICHAELS GROUP LLC THE Porch 10,000.00 10 BLACKSMITH Dr Total Value 10,000.00. MALTA,NY 12020-0000 Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2002-814 Construction of a 192 sq ft three-season porch per plot plan and specifications. $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 10,2003 (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.) 111713 Dated at the Town 0_Queensb9W; T rs ay,October 10,2002 1% M!51�0 SIGNED BY for the Town of Queensbury.011 IN tN Director of Building&Code Morcernent 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. No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec. Fee Paid $` application must be completed and must appear on the Reviewed By: application form. Applicant: ,c- C�f�12 f� t�eJc* i- _ Owner: e�U Address: L -V F Address: 4.s tW,�til�-a2� Phone#(_) - Phone#(�M 1 Email Address: Email Address: 'Z CPZ P r Property Location: Lot Number: / House Number Subdivision Name: C� Tax Map Number: l ,hI� `4-P ❑ New Building: residence /commercial Estimated Market Value of Construction- $ 101666 ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial - ❑. No change to exterior size: residence/com'i 0 Other work(describe ) Check OecupancyInformation lst Floor 2° Floor Other floor Total e„ Below sq.ft, sq.ft. sq.ft. Square Feet j` ❑ Single family dwelling ❑ Two family dwelling ❑ Townhouse 0 Multifamily dwelling #of units ❑ Office ❑ Mercantile of ❑ Manufacturin ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage, o 1 car attached garage 0 2 car attached garage ❑ 3 car attached garage ❑ Storage building- - commercial ❑ Storage building- residential 1:2 x---- Othe Ae?E �,q0o- {�a2CFf What is the proposed height of the structure It feet /S� inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other- Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder 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 tl 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 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. Signature: owner,owner's agent,architect,contractor Queensbury Building & Code Enforcement - Res' e i I 'Mal Inspection OfficeNo. (51 761-8256 Arrive: m D art: pm p Date Inspection cerved: Inspector's Initi s: t;� NAME: P IT#: LOCATION: E: (,2 TYPE OF STRUCTURE: Comments Y -N N/A Chimney Ht. "B"Vent/Direct Vent Location Ve S' e i pm e�L P E7 Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Corn lete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum V2." Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Interior privacy/trim/doors/main entrance 36 in. 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 Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/1/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I sq. ft,-150 sq. ft. vents Building No./Address visible from road A Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/SeNver Dept.Inspection Sticker Flood Plain Certification, if required Oka to issue C/C or C/0[ emporaryll'Permanent L:\PamW\Building&Codes\Insvection Forms\Res. Final Insp.form 2.docLast printed 2/12/04 Framing / Firestopping Inspection Reioo��-7- Office No. (518) 761-8256 Date Inspection requ�qece' d: Inspection Queensbury Building&Code Enforcement Arrive: -a part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: Roac-AA PERMIT#: 76cZ=q LOCATION: �5 US 52i>> �= INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging -)rJoist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. , 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 I V2 (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 1/2 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:\SueHemingNvay\Builditi-..Codes.Inspection.FORMS\Framiti-.Firestopping Inspection Report.doc January 28,2003 Framing 1 Firestopping Inspn`Rep 9 1/" Office No. (518) 761-8256 Date Inspection request received: " Queensbury Building&Code Enforcement Arrive: a m�rt: r`{ _am/ 742 Bay Road, Queensbury,NY 12804 Inspector's lnitia : �= NAME: PERMIT#: LOCATION:' INSPECT ON: �� TYPE OF STRUCTURE: Y N N/A COMMENTS rammg -.rt/ 7 - Jack Studs/Headers- T�\ � Bracing/Bridging , ✓ uJ� }�� Joist hangers / V:�V\\�� Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. 1 Headroom 6 ft. 8 in. Stairwells.36.in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls V\©\—��, 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, Ceilin /wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above!below grade 5.0 sf grade LASueFtemingway\Building.Codes.Inspection.FORMS\Frazning Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: � 3 _ Queensbury Building&Code Enforcement Arrive: a �� Depart: to pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials o; m NAME: PERMIT#: I W? — i LOCATION: cvr! � INSPECT ON: ! ='2-?j77 TYPE OF STRUC & F g{* Comments Y I NIA F ings - iers Mo e lithic Slab nforcement 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 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. L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 RECOVED SEP 2 6 2002 TOWN OF QUEENSBURY September 25,2002 HLE COPY BUILDNIG AND CODE Edward &Elizabeth Roach 45 Waverly Place Queensbury,NY 12804 Phone Elizabeth work 792 1427 Town of Queensbury 742 Bay Rd. Queensbury Rd.,NY 12804 To Whom It May Concern: We e ers.and Pure ing WgVav_ef1?-P-lAVe--* de- D ell e QsJjign ct.,Z4,?Q02 We have submitted plans to the Michael's Group to build a 16'x 12'three-'season porch,which they have approved.Our builder is Richard Sweet from Long Lake.Mr. Sweet does have proper insurance and will have his Insurance Co.fax you an insurance binder upon receipt of your fax#. Please find enclosed plans for this porch. We would sincerely appreciate the approval of these plans so that we can start building this porch ASAP. Thank you for your kind consideration. Sincerely, Edward Roach 7t t . A 002CA sp 1 RECEVED SEP 2 6 2002 TURN OF QUEENSSURY FULDINGAND rODE TNN'01'001:1NNSBURY BUIL010,1�NPARTMENT COPY Ged on our limited examination, compliance with our cotwents shall not be construed as indicating the Pans and specifications are in full *Dales co,"llpffarice vAth the cwe- Af 03 b r.�eei oew v Arliumfs\WN \.)Iv%yl NOTICE p� fz� �� SMOKE DETECTORS ARE REQUIRE IN OOMS, ADJACENT TO BEDROOMS,AND ON I FLOOR LEVEL INCLUDING CELLAR OR BASE. E U7�=NS_U I ALL SMOKE RY DETECTORS SHALL BE INTERCONNECTS 0 &L LEVELS. BUILDING C 0 REVIEWED BY. DATE E] NOTICE'0 KRAFT PAPER INSULATIO VIL - viny i _ COVERED BY NON-COMBUSTIBEt 3ffiW[M- -7 WOM# WAIV.Ls OPAII.$ NOTI FOAM INSULATION MU IT ECO I BY p,T P47' pove ly -o% 94 q8 tgelb.. p� . J{ cli oMO d� N G i C o L!! tj LLJ 00 MIA O,i N O pr 1 UN o �(�, .�......�.�.�....._ CQ �p w 05 Y ahx�� i Job: (SEP02) SEP02 / SWEET\7R\OG THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS.& DIMENSIONS)SUBMITTED BY TRUSSMFR. TOP CHORD 2x4 SPF #1/#2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LORD, BOT CHORD 2x4 SPF #11#2 ti WEBS 2x4 SPF Stud DEFLECTION MEETS L/24O LIVE AND L/180 TOTAL LOAD. L Il-- T1 — ►�. Tl W4X4 4 y\ m 12 W3X4 W2 W3X4 6 P W Wl 7 W3X6(Al) W3X6(A1) t G 08 BIa,=-n -0 1�J7 R-1472# Wn5"8 R-1472# W5"8 CD € c: N ` ddi-rJ TAG = = T45 SEO = 17822 PLT. TYP.-WAVE_TPI95 TPI(STO) QTY= 7 TOTAL= 7 REV. 18,So SCALE =0.3848 ttWRRNINGtt TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-BI (HANDLING INSTALLING AND GRACING) NBLISHED 6Y TPI (TRUSS TC LL 60.0 PSF REF PLATE INSTITUTE, 593 D'ONOFRIO OR. SUITE 200 MADISON, WI, 53719) FOR SAFETY PRACTICES O PERFORMING NE , BO MT SLHAD TOP CHORD SHALL HAVE TC O 10. PSF DATE 09-10-2002 PROPERLY ATTAHDSTRUCTURALPANLSANDTTCHORDSHAL HAVE PROPERLAACHEDRIGI CEILING, ttIMPORTANTtt FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, BC CL 10.0 PSF CRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE BC LL 0•0 PSF AS PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR40 GALS, STEEL TOT.LQ. PSF O/A LEN. 16 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED% ACCEPTANCEIS NbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRRESPONSIBILGS 160 ITY SOLELYHE kflt.FOR THEHTRUSSACOlM1PONENTCRTE QlJR,FAC. 1.15 DESIGN SHOWN, THE SUITPBTLITY AND USE OF O THIS R COMPPONNENT FOR ANY PARTICULAR BUILDING SPACING 24.0" ITYPE C Ohlil ti 41 Jcib=(SEP02) SEP02 I SWEET\7R\06 TOIS DUG. PREPRRED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS Y:FI TOP CHORD 2x4 SPF #11#2 ROOF OVERHRNG SUPPORTS 2.00 PSF SOFFIT LORD. 80T CHORD 2x9 SPF #1/#2 WEBS 2xq SPF Stud DEFLECTION MEETS Ll240 LIVE RNO L/160 TOTAL LCAD, O G j•• " W � r- cW3 H O , 1�' Tn -1 z (n Q N m a 0 0 N IW T1 O Tl -{+ a w \o U4x4 w Zo � e 12 W8X4 uZ InWSX4 O W `►•, d m �! T 00 Q O MaCR1I W X6(Rl) ( 8-1 "`^^+ 41,3 )t 00 i_� � usx0 f n 00 V) Cn tom ` rr'% CT I Y � � T- _ 81 OF 0 R-1472# U-5"8 R-1472# k-5"8 {` k m 3i 3 0 r b i o.. Z r, W Nr TFI G T11{�gg SE !7822 d' � T. TYP, &AVE_TPIS5 TPICSTO) OTYM 7 TOTAL- 7 REV. 18.5a SCAL -0.3548_ wURRNING**TRLOSSS REQUIRE EXTREME CARE IN FRBRICRTING WMLIATI Si1PP(NC LNSTRLLING �-'*� D OWING. REFER TO HI8-81 tHR\WNG INSTALLING PHfr lSARCING) FIUBLISHEO�Y IN ITRU83 TC LL 60.0 PSF REF . . , 7E INSTITUTE. 5R3 O•GNOFRIG DR. SUITE 200 MAOISON %IT 5371M FOR SAFETY PRACTICES F O W O IOR TO PERFORMING THESE FUNCTIGNSt. UNLESS 6THERVISE`lHOfCRIEO TOP CHORD SHFRi HAVE TC DL 10.0 PSF ORTE OS-i0-20G2 PERLY RTTRCHED STRUCTURAL PANELS AND EOTTOM CHORD SHALL HAVE A PROpp�t�LLY RTTFCNED RiUI -- CEILING, rrIMPORTRNT--FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, Bpi (,�(- 10.0 PSF DRWG ALPINE ENGINEERED PRODUCTS LNC. SHALL NOT ONE RESPONSIBLE FOR RNY OEVIRTION FROM THIS !4 CTS DESIGN FOY FAILURE TO BUILD THE TRUUSgSES TN COMFORMANCE IN TPF. OR fPf.T21CCRTU.G HANOLt NO, SHIPPING INSTALLING AND 8RACtNG OF TRUSSES. DESIGN CONFORMS VtIN APF�LICABLE BC LL 0•0 PSF A R PROVtS10NS OF N08 NATIONAL DESIGN BPECIFTCRTIQ.'1 PUBLI SHM By THE AMERICAN FOREST FWD - O PAPER ASSOCIATIONS 8110 TPI. ALPINE COMVECTORS RIs"ROE OF 209H ASTM ROSS GR40 GRLY. STEE TOT.LB, 80.0 PSF 0!R LFN. 16_ EXCEPT R8 NOTED. APPLY C0.NNECTORS TO EACH FACE OF TRUSS ONO UNLESS OTHERWISE LOCRTEO a Q THIS OESION POSITION CONNECTOR$PC R DRAWINGS 160 R-t. THE BbAL ON THIS GMMtNG INDICATE DUR.FRG, 1 15 O RCCEPTANCE PROFEBSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT - DESIIN SHOYN. THE UITABILITY AUO USE OF THES'OGS�VFNT F162 HVY PARTICTU,LAR BUILDING SPACING 2+I,G" jypE QC1MTI 1 V L SEP 2 6 2002 � i TO!a�l�J�yOF QB.}EENSBURY IV JUt4 20 � A175~•02'27"yet 122.fit. 0 co ) co 0 3 2' ttY j! 121.53' Ob S78'55'06»E �. r