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2002-805 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: P20020805 Date Issued: Wednesday, January 08,2003 This is to certify that work requested to be done as shown by Permit Number P20020805 has been completed. Tax Map Number: 523400-315.006-0002-058-000-0000 Location: 3 GOLDFINCH Rd Owner: MICHAEL GREENWOOD Applicant: MICHAEL GREENWOOD This structure may be occupied as a: By Order of Town Board Garage- I Car Detached TOWN OF QUEENSBURX Director of Building&Code Enforcem nt TOWN OF QUEENSBURY 742.Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020805 Application Number: A20020805_ .Tax Map No: 523400-315-006-0002-058-000-0000 Permission is hereby granted to: MTCNAFL GRF,F,NWOOD For property located at: 3 GOLDFINCH 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. Tie of Construction Value Owner Address: MICHAEL GREENWOOD 3 GOLDFINCH Rd Garage- 1 Car Detached 4,000.00 Total Value 4,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2002-805 Construction of a 432 sq ft detached one car garage per plot plan and specifications. $43.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 27,2003 (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.) .Dated at the Tow of Q nsb , F I a Se tember 27,2002 r AI SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement 4,� Building Permit Application Town of Queensbury-Dept of Community Developnfent,742 Bay Road, Quedrisbury,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:_M;Ire- J Owner: 'S o-vyN c- Address: -3 Address: Phone#( S-1 t) 7q. q z-t'l Phone# -744 Email Address: M,-ee- 6,-&L-7aA01 .-Cam Email Address: Property Location: Lot Number: House Number Subdivision Name: Tax Map Number: 'S 15- 2.-6-F X New Building: (residence'/-1ommercial Estimated Market Value of Construction: $ 14., 0 L3 Addition: residence/ commercial u Alteration: residence/ commercial If an Addition,what will use of new addition be? C1 No change to exterior size: residence com'l C3 Other work(describe Check Occupancylnformation I"Floor 2 Id Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet U Single family dwelling 0 -Two family dwelling u Townhouse 0 Multifamily dwelling #of units U Office 0 Mercantile u Manufacturing e'- 1 car detached garage U —car detached garage -La 3 car detached garage o 1 car attached garage u 2 car attached garage u 3 car attached garage, U Storage building- commercial L3 Storage building- residential 0 Other What is the proposed height of the structure feet O 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 1 othet* tj Number of Fireplaces to be installed Number of Moodsloves to be installed C) List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder S,---( P Plumber 99=!F- "A 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 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 Project Name: BP# Address: OICO I Building Pen-nit Submission S44faffdy duelling Tu o fia rrdy du a 4 UT Checklist All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ... ... ... ...... ... ... ... ...... ... . s F1 no F1 n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. [:]yes ❑no [:1 n/a 3. Energy Code Inspector's Report from CheckMate Program.. ... ... ... ..... F1 yes E]no EJ n/a 4. Septic application completely filled out(if applicable)...... ...... ... ... ...... n yes n no F1 n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... ......... ... ... ......... ... .[-]yes [-]no [-]n/a 6. Electrical Inspection Form... ... ... ...... ... ... ... ... ......... ... ... ............. .. nyes [:]no E]n/a 7. Two (2) complete sets of structural drawings... .. ... ......... ... ... ... ... ... ... . Ono nn/a a) floor plan;b) foundation plan;c) cross sections:d)elevations; e) window and door schedule 8. Two (2) site plans showing location of the structure to be bat, ... :........ S r1no nn/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure ... ... ... ...... ... ... ...... ..... E]yes [:]no E]n/a 10. Setbacks to neighboring wells and septic system,including onsite Flyes nno nn/a and septic systems (if applicable) 11. DrivewayPermit... ... ......... ... ... ... ......... ... ... ......... ... ... ... ...... ... E]yes E]no. Eln/a Date: Staff Initial: L:\Suel-lemingway\BuAding.Pern3it.FORMS\Generic Cheddkdoc r RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request receiveds�—,7,b 3 Building&Code Enforcement� Dept,of Community Development Arrive am/pm llepa "� =�m/ Town of Queensbury Inspector's hutials MjY�/ 742 Bay Road Queensbury,New York 12804 NAME '' _C) PERMIT# %:�,2� LOCATION ' DA TYPE OF STRUC N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake _ Plumb Vent through roof _ Roof Complete Exterior Finish CompleteC,�g Interior/Exterior Railings 30"to 36" t� Exterior Handrails,balconies,landing 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/tiim/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(Certi£of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) Ofwe Use .GENERAL INSPECTION REPORT Inspector: Town o ueensbu Ready at time:. f Q �' .Dept. of Community.Development Request received: 1'r' �-�' Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE �, am/ E T am/ Notes: (518) 761-8256 Inspector's Ini ` Is , NAME: .f;Juv PERMIT LOCATION: 1 INSPECT ON(date): TYPE OF STRUCTURE:- RECHECK. N/A i YES i NO COMMENTS Footings/Piers 2, Monolithic Pour Form � l�-~�- ' (r-2— � Reinforcement in Place The contractor is responsible for providing protection fY•om freezing for 48 hours following the placement of the concrete. l� -- Materials for this purpose on site ToundationValipour Reinforcement in Place Foundation/D amppro offing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-in Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- i Ceiling R- Duct work or piping in unheated spaces R- P Vent,Attic Vent Fra Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMSIGENERAL INSPECTION REPORT.doe Office Use GENERAL INSPEiCTION REPORT Inspector: Ready at time: Town of Queensbuiy Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPJRTA&�mlpm Notes: (518) 761-8256 Inspector's Initials �42� NAME: PERMIT# LOCATION: U { INSPECT ON(date): TYPE OF STRUCTURE: & RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place -Z— 74 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/Damppro offing _ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing-_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging_ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemingway�Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORTAOC 0 2,_ .1 to -� se 45 j jet." G.(p 100 - c =eta to " 3aed on our limited examination, «" y QUEc,NS,URY com fiance with our. ..comments-- shall , n�t be cons rue a tnuicam � 100 U LAN plans and specifications are to full REVIEWED Y compliance vAth the code. .8 DATE FILE COPY i �t 8 t was IL I r i C� ' t R..w.n,.ww�.+.!..r...a..�r+i.�.a�>r�r:ryay+w.u7.�......ri-w....•r+....�..�.rn P 2 o ts' ,r f r r C from:CURTIS CONTRACTOR.3ALES . 884 8364:. 08/06/2002 ,15:52 #710 -.003. . _2.6. ATI2 240000 '9 -1200 1200 .��sa49�R,A�1 21124 C=TTS 'Ly�IDER STOCK 55455 Ho 9-05 ax6)) 0, �7 • D • NO 9-Ds G. '. 9 ' axe 11 3x6 II M - N O F.N6 r A @ .�.. L F H S2 r, n 2xs 11 4x6 u •;�" ..C�. � S3 _ 4x6 7x8 2x5 11 N W 7xA fit: e L u' C .4 2DOO2 3-01.02 3-a5 OSj 201507 1 2DO07 ' 3-05-05 3-DI-02 1 26902 209oz 3-01-02 1a-03.Oe 3-a1-a2 2090E �L�SSIOSa�,• r __ 2g-60:oa OniSGar - version, 30.7.1 D-G -1.9N 10.E tiEMBR CSI• P(L8S) M025T Mm2ND RUN DATE: 2.25-99 - SUPPORT CRITERIA TOP CHORDS JT TYPE HORZ VERT RIDTH A-M -17 2944 C 0. 0 CSI SIZE LUMBER 1.1SF8 Las LBS- IN-SX- -M-B rCS 2979 C 0 2471? TOP es ZX 8 SA-SS 2650 -•A PIN 224 784.. s- B; H-C .65 1987 C-24717-24040 BTM• 44 2X 8 SP-SS 2SSO G: HORZ RLR 0 H45 5- 8'. C-D .04 733 T 15037 0 . WBS 76 2X .4 SPFS-STV 725 -D-E .64 733 •T 0.15937 BXCSPTIONS:' ' LOAD CASfi #4 WIND // RIDGE. E-F .65 Z997 C '24D49 Z4717 A-M' ZX 8 E AS 1300. LUMBER STRESS TNCREASS:.33.39. F-N .65 2979 C-24717 0 N-G A-L L-Sl SAME AS A-M .LOADING LIVE DEAD (PSF) N.C. 17 2944 C D 0 SV; X-0 SAME: AS`A-M TOP CHO 50-0 10.0 BOTTOM CHORDS C 2X 4 SPF-#2 15113 . BTM CHO 0 O A-L 64 235E T a 5908 .. r7-E SAME AS C-.T TOTAL 50.0 2o.o 70.0 L-52 .64 2396 T -5909w 0 REPETITIVE MEMBER STRESS USED. EXCEPTIONS: SZ-I 48 285E T O -95a6 I-H 40.0 10.0 I-H .50 Z094 T . 9526 =9526 LATERAL.BRACINO. CAE .0 10.0 H-52' .49 2356 T 9526 D TOP CHORD - CONTINU005 A-D • -13.3N 10.0 S2-K . .64 2356 .T D 590E BTM CHORD - CONTINUOUS D-C -13.3N .10.01 R-3 .64. 235.6'T -5909 O TRUSS SPACING - 24.0 Its. SUPPORT-CRITERIA ` • NEHS JT TYPE HORZ VERT WIDTH L-M 1043 C M-I . 720 C LOAD CASE 01 IRS LBS IN-SX T-B 1257 T C-J ... 319P C LUMBER-STRESS INCREASE: Zs.O+ A PIN a 677 $- 8 J-D - 1D1 T ,T•E 3290 C LOADING LIVE DEAD (PSF) G BORE RL& 0, 677 '5. 8 H-E' ... 1257 T B-N. 720 C TOP CHO S0,0 10'.0 •` K-N . 1043 C ' BTM .CHO .0 10.0 LOAD CASE #5 UNONLANCED LOAD, TOTAL 90.0 .20,0 70.a LUMBER STRESS INCREASE: 15.Rk DL+LL DEFL - .62" IN I-H EXCEPTIONS; LOADING LIVE DEAD (P8F) ' LL DEFL.- 49" K BRG-SP1N/360 I�H........ ....4D..0.,...a..._.10 0 TOP.-.CHO... .50..0_.,...,.1.0..0. .._DL.LL=-HOR2..... _2P"--AT_E._._...__:_..._._.. ......,_.. .... . . C-E a- 10,0 BTM CHO N/VKFZ, (DL+ .0 10.D SPALL1 �, 464 SUPPORT CRITERIA TOTAL 50'.0 20.0 70.0 ' -JT-REACT .WIDTH JT REACT WIDTH EXCEPTIONS: ' PLATING CONFORMS TO TIT Las IN-SX Los IN-Sx I-H 40-0 10.0 VERIFY PLATS VAUUE$ WITH A 2141 5- 8 G 2141 5-•6 C-E .0 10.0 RUBBING ZKOINBERING. A-D 30.0 10.0 GRIP BASED OR SYP/SPF LUMBER LOAD CASL #2 WIND FROM LEFT D-@ 0 Iola USING GROSS AREA TEST METHOD LUMBER STRESS INCREASE: 33.3t SUPPORT_ CRITERIA PLATES.- 20 GAUGE LOCK _ LOADING LIVE . DEAD (PIS) JT TYPE HORZ VERT WIDTH GRIPPING 497-213 PSI PER PAIR TOP CHD 50.0 10.0 LBS LBS IN-SX. INCLUDES 15.04 INCREASE - HTM CHD D 19.0 A PIN 0 1S5$_ 5- A TENSION 1309- 490 PLI PER FAIR TOTAL 50.0 20,0 70,0 6 BORE RLR D ZZ70 3- 'a SHEAR 762- 498 PLI'PER PAIR EXCEPTIONS; I-H 40.0 10.0 LOAD CASE 96 UNBALANCED LOAD JT TYPE PLATE SIZE X Y C-E .0 1D.0 LUMBER STRESS INCREASE, iS.at A 2001 6:00 X 9.00 - 7.7 9.5 A-D -1.5N 10.0 LOADING LIVE DEAD (PRE`) B tu% 3_00 X 6..00 CTR CTR O-G -13.31T 10,0 TOP CUP 50.0 10.0 C 1001 4.Do x 6.00 CTR CTR SUPPORT CRITERIA BTK CEO II .0, 10.0 D 3001R 4.00 X 6.OD -3.6 CTR • JT' TYPE HORZ VERT WIDTH TOTAL 190.0. 20.0 70.0 E 1901 4.00 X 6.00- CTR- 'CTR LES LDS IN-SS EXCEPTIONS: F 1001 , 3.00.x 6.o0 CTR CTR- A' PIN -224 845 5- A i-H 40.0 10.0 0 z00% 9.00 X 6.00 7-7 6,5• G GORE RLR 0 784 5- 8 C-E .0 Iola H 1030 4:00 Y. 6.00 2.5 2.5 A-0 .0 Iola I 1030 4.00 x 6.00 3.5 2.5 LOAD CASE 93 WIND FROM RIGHT D-G 50.0 t0.0 J 1001 7.00 X 4.00 CTR CTR LUMBER STRESS INCREASE; 33.3t SUPPORT CRITERIA K lout 2.00 X'6,00 3.0 . 1.a LOADING LIVE DEAD (p9r) XT :YPE Hong VERT WIDTH L 1001, 2,00 X 3.00 3.0 1,a TOP CHO $0.0 10.0 LBS LOS IN-89' M 1150 7.00 X 8.00 _CTR 5.3 BTM CHO .0 10.0 A PIN' 0 1270 5- 0 N 1150 7.02 X 0�.Do CTR 5.5 TOTAL 50.0 20.0 70.0 '0 HORZ •RLR 0 .lASA S. 8 81 1100 7.00 X 8,00 CTR :1• EXCEPTIONS: s2 1100 . 7.00 X 8.00 CTR .Z I-H 40.0 10.0 &EFT RIGHT C-E .0 10.0 '^^r 0IN - 48X oil; - 48X S. PLATE IS ROTATED BY 90 090 A-D -13.3N 10.0 FE9 E 1998'