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2014-247 TOWN OF QUEENSBURY WOW742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140247 Date Issued: Friday, December 12, 2014 This is to certify that work requested to be done as shown by Permit Number P20140247 has been completed. Location: 495 LUZERNE Rd Tax Map Number: 523400-308-010-0002-008-000-0000 Owner: DAVID HOWARD Applicant: DAVID W HOWARD This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property 4 owner of the responsibility for compliance with Site Plan, Variance, or (72 other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 0./k TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140247 Application Number: A20140247 Tax Map No: 523400-308-010-0002-008-000-0000 Permission is hereby granted to: DAVID W HOWARD For property located at: 495 LUZERNE 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: IVAN & CYNTHIA BELL 495 LUZERNE Rd Garage-2 Cars Attached QUEENSBURY,NY 12804 Single Family Dwelling $150,000.00 Q Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-247 Construction of SFD 1,485 sq ft w/2-car Garage attached 557 sq ft DDDJ Enterprises per Deed Dated: April 28, 2014 confirmed with Warren County Real Property Office [Application filed by Ethan Hall incorrectly listed construction company - Owner& applicant should be David W. Howard per SH's phone call with David W. Howard on 7/11/14 at 11:35 am] $297.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 11,2015 (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 of Queensbury; Friday,July 11, 2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement r.:. :"-A-v7,010 OFFICE USE ONLY ' 0 2,ib 1 TAX MAP NO. ��`--�-�� 'ERMIT NO. / �� � % � l� �T �•'�"" ' i�- FEES: P IT 3�G5✓'EC4.-y,�r ON C1 i4, ENGINEERING ' 1) lit I�- :LS /t,beri 1 i (If applicable) �+ c `U 1-7- ;� PRINCIPAL STRUCTUR' • APPLICATION FOR ZONING APP VAL & BUILDING' PERMIT et,n_1 t, 1 -- c A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: I2PI7 fizi s OWNER: Yfl 4.5 APP. 410 WelJr rnothor ri ADDRESS: ADDRESS: PHONE NOS. 6116- 3(o1 -. 0/14. PHONE NOS. eno.ti log- CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:_______________PHONE: CJi8 4 o t 1D j LOCATION OF PROPERTY: 4jUA`'L_sGNM Fo,640t a1 1543(,10-( HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES Er-NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR Z O Ci C3 W LL PROJECT � w 0 � O F: O~ = U 'nn'' z < < ‘- w (-4 co 0 u_ 1- LL. CL 1 cti (039 12 SINGLE FAMILY ` 'r t 1� 1,A0 23 TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL / 55 14) V ATTACHED -/ C) W � 3' �.l GARAGE(1 03) YYY 2 OTHER Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL— NAME OF BUSINESS: 4/t& ESTIMATED CONSTRUCTION COST: t leo FUEL TYPE: HEAT TYPE: . NIL *HOW MANY FIREPLACE(S): A/A AND/OR WOODSTOVES(S): t/,64 ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? l` IS THIS A HISTORIC SITE? 14) PROPOSED USE OF BUILDING OR ADDITION: 614611 1141111 (....`( 1G1 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 140 ARE THERE EASEMENTS ON PROPERTY? *Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read id a to e above. �/,,�,, Signe ')d� � , 1Q ¢ * G /dr✓T Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) • Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS 1 CALL 761-8256 OR EMAIL codes(c�queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY �} i.. TAX MAP NO.3 K.1b-a-s PERMIT NO. 11 ---of: ' (ERMIT FEE Lit_iN1 72014 �) APPROVALS: ZONING TOWN CLERK _ _ __ TOW�� Vr Lrc-N BURY APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMI :_ auli_DING ? Cnnpc, A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCEr� �OFA�A VALID PERMIT. yaaw� OWNER: J INSTALLER: I�/ >6 OP, ADDRESS: 0 E'&r M114- 174:464° ADDRESS: PHONE NOS. Ste)—SW. 6114 �,�PPHONE NOS. LOCATION OF INSTALLATION: ARS Ut ilk o °, SLAW. RESIDENCE INFORMATION: YEAR BUILT NO. X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRIN R 1980 or older X 150 = INSTALLED? 1981 -1991 X 130 = SPA OR HOT TUU 1992-present ¢1 X 110 = 350 INSTALLED? PARCEL INFORMATION: / ✓ TOPOGRAPHY: FLAT ROLLING V STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND I/LILOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? EiNGOU & 14 ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? 14Cfr we...14*mo Q 14%-' 8bam� (Awe. I DOMESTIC WATER SUPLY: MUNICIPAL V WELL (If well:water supply from any septic system absorption is: ft) I PERCOLATION TEST: RATE IS t. 3Q PER MIINUTE PER INCH(mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: OOP GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYI�: G` n ABSORPTION FIELD(WITH NO.2 STONE) Total length let) ft. Each trench � X 4 ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? 0 ALTERNATIVE SYSTEM Bed or other type? 0 HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL ryiii a.,' b '.-=1 Ordinance. codesna queensbury.net i :, ��/ �d1 �� VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Person Responsible Date www•queensburv.net Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 -''hkif 1-3 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: .....,am/ m D art •`IJ am/pm Date Inspection request received: Inspector's Initials: NAME: 1441061.rd PERMIT#: ) .44',==)<11) LOCATION: 9kGt 2 Q.f'R Q DATE: /,)-11.--/ q TYPE OF STRUCTURE: 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 V/ Platform at all exterior doors ✓`V/ 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 '..� \/'� U—WC-'TL � 6 inch clearance to sill plate ✓ Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors I main entrance 36 inches f Bathroom/Kitchen watertight :7 Safety glazing/Window in stairwells safety gla ing Interior Smoke Det ors/Carbon MonoxideAetectors Every level: Every Bedroom: ✓✓ / Outside every bedroom lea: ✓ / 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 V Plumbing fixtures Foundation insulation to floor Sticker on Panel V _. (A--q2--f,G1 -L.C."---1) Duct work sealed properly/Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. / V" Emergency egress below grade / ti/ Gas Furnace shut-off within 30 feet or within line of site �/ / Oil Furnace shut-off at entrance to furnace area d -0,Ql� cl `-S Furnace/Hot Water Heater operating � �� ;�� 1 Low water shut-off boiler .3\z � � Relief Valve(s)installed/Heat Trap/Water Temp 110 If ,Va r ?-- - Enclosed Stairs Sheetrock Underside minimum%"Gypsum v Basement stairs closed rise>4 inches /...„.. Garage Floor Pitched V,,,,- Garage /Garage fireproofing/'/,hour fire door/door closer k/ / Gas Logs in Sealed or Glass Enclosure / j/ Final Electrical; Energy Saving Light Bulbs 50% ,t/ Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Bonding s uilt Septic ystem/Sewer Dept. Inspection Sticker V � --' > � --- Site Plan /Variance required Flood Plain Certification, if required 04 Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&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, Revised 04/13/11 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: -\--) NAME: (-- 0—C4 774\4? LOCATION: Liar J 2 -r7J `/`_ "`_'/ PERMIT#: 14 ~ Final Survey Plot Plan Ap.LIDN1. Denied The attached final survey has been received by the / Dept. of !/ Community Development. Upon review the survey has been: Craig Bro n, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.1nspection.f ORMS\Final Survey Zoning Administrator.doc Y IPF C SITE LOCATION MAP v -, es'e s .miff J�� ylJ • _ .. IRF oho A % r` A Lands n/f & Peter Allen Mosher L. 1405 P. 037 vpa -u K.81 ylrszlv(;A 1) WILLIAM WELCH AND JOANNE G. WELCH TO IVAN BELL AND CYNTHIA BELL, FILED IN THE OFFICE OF THE WARREN COUNTY CLERK IN 800K 679 AT PAGE 159, DATED JANUARY 15, 1986. IN 47.0' / 04.0 pw� ` y C! C.. - i i jj jjj//,ij%%�� / ,./j�i/i sa s• o N i .. Z 55.0 /�/. / �/ _ § dela N j $ i a O 1 H O 111 _-'j_ ail MAP REFERENCE. -- - T - -EElITD o IRF IRON ROD FOUND o IPF IRON PIPE FOUND o IRS IRON ROD SET "L UTILITY POLE ocxoo STONE WALL — x — WIRE FENCE — o —CHAIN LINK FENCE —0- WOOD FENCE C POINT .; Laz7ldsn/f F.P. FENCE POST —ohw— OVERHEAD WIRES Nicholas'J. n/f NOW OR FORMERLY V HYDRANT c ( & Katherine'A. pd GAS METER \\ WATER SHUT OFF 47.0' / 04.0 pw� ` y C! C.. - i i jj jjj//,ij%%�� / ,./j�i/i sa s• o N i .. Z 55.0 /�/. / �/ _ § dela N j $ i a O 1 H O 111 _-'j_ ail MAP REFERENCE. Lands -.If J. zW 'MAP J. Scott Langwort,`y OF A PROPOSED SUBDIVISION MADE FOR HERALD SQUARE SUBDMSION Holly G. L¢ngwOrtf'2f LA:;*'- Z)TILITY PLAN" DATED 05/20/1996 LAST REVISED 10/02/1996, L. 1259 P. 023 TRF PREPARED BY VANDUSEN AND STF.VES, LS. FILED IN THE WARREN COUNTY CLERKS OFFICE ON DECEMBER 1996 IN PLAT" CAB!NET B, SLIDE 85, .; Laz7ldsn/f • _. ,' MAP 0185. Nicholas'J. a RF,. .So�rt�Fio' c ( & Katherine'A. So'n L. 1223 P. 037 NOTES: g i ( 1) BASE MAP PREPARED FROM A MAY 2014 & SEPTEMBER 2014 FIELD SURVEY. d 2) NORTH ORIENTATION IS BASED ON MAGNETIC OBSERVATION „ 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 4) SUBJECT TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNTY, AND STATE REGARDING THE SUBDIVISION AND DEVELOPMENT OF LAND.. 5) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. 6) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED .:17TH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED FG or -VAUD TRUE COPIES. 7) UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BEEN SHOWN FROM SURFACE LOCATIONS AND MEASUREMENTS OBTAINED FROM A FIELD SURVEY. THERE MAY BE OTHER UTILITIES WHICH THE EXISTENCE OF ARE NOT KNOWN. SIZE, TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES MUST BE VERIFIED BY PROPER AUTHORITIES PRIOR TO ANY AND ALL CONSTRUCTION. CALL DIG SAFE PRIOR TO ANY EXCAVATION. + OF NEW bfAP OF A SURVEY MADE FOR IDA '� T �s EMMETrF �0 dJ� Y GHOWD My Town of Queensbury County of Warren State of New York °s054o :RUSSELL E. , HOWARD LICENSED LAND SURVEYING 342 Main Street, Hudson Falls, New York 12839 Russell E. Howard, PLS N.Y.S. Lie. No. 50540 Date: 05/05/14 Tax Map#:308.10-2-8 Date Sealed: 09,2i A Scale: 1 inch = 30 feet Revised: 09/25/19 Drawing #: 14013f vX, micaTown of Queensbury Building & Code Enforcement q—il Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: -/'D uDQrei Inspected on: /b -- Location: 'lei 5 /.tr cal Arrive: 04.111. Permit No.: 1.<1-- ()4/ Inspector's Initials: TYPE OF STRUCTURE: a F 6 2(gfr I c N N/A COMMENTS: g Attic Access 22"x 30"minimum �� Jack Studs/Headers -,0f �i_, Truss Specification Provided Bracing/Bridging 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 '/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 Y2 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 Design Professional Sign-off,if required Framing/ Firestopping Inspection Report -rc 1:4(45 q--11 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection)equ re •• •d Queensbury Building & Code Enforcement Arrive: r 49:m -- 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: c.a.) rd PERMIT #:✓ /4/ 'i?f LOCATION: ulq kze_ -` r'1 rr INSPECT ON: / /b TYPE OF STRUCTURE: S F 1 Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent /Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain /Vent Air / Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check / Window Sealing �� Tyvek or Similar Exterior Sealant / G0 lav \ Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Town of Queensbury Building & Code Enforcement `s{\ � a �'�� Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received:L `Ts Name: i Inspected on: ir -- --Location: I qs ,eArrive: t -Maar ` a. 1 - =. . Permit No.: / 44--t-�� o� / Inspector's Initials: TYPE OF STRUCTURE: S r 4 t .- \ 01.-2'Sk:Citu- Y N NIA COMMENTS: • 1s V Attic Access 22"x 30"minimum f// =moi C27c3.t—` ,�� Jack Studs I Headers Truss Specification Provided Bracing 1 Bridging / Zi Joist hangers Jack Posts/Main Beams z -- et..-V1/4CR— '��F �C ,1� Exterior sheeting nailed properly 12"O.C. Kci'V . \19 k ''),(a aJ(-, 4/ — Headroom 6 ft.8 in. ' Stairwells 36 in.or more Exterior Deck Bracing / Headroom 6 ft.8 in. Notches/Holes I 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 6._-,N9--M)F i\-t _ tis. Ice and water shield 24 inches from wall ire separation 1,2,3 hour �ihV`'`�p�' 7 .� k� �Yle - . , - •.ur iresto.r''! ‘Ws \I .&, !.r-� Penetration sealed 1 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 I Bedrooms �' I� ttJ j� � � � Lt�Ti 24 in.(H) tki 20 in.(W) / c, P_ 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required6)A s 1 2_ AWf?___E=3 \_)E_ Framing/ Firestopping Inspection Report Fri 1 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm IU 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:/ l-1A NAME: -g-t) LY rct PERMIT #: 17 , LOCATION: 5 INSPECT ON: 417— [fl--// TYPE OF STRUCTURE: 3 F 6 Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place s\/ 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent Air / Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/ Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Town of Queensbury Building &Code Enforcement Office No. (518) 761 .8256 r Septic Inspection Report Inspection request received: Z Z/L/ Name: 110Uci -- ` 1 Inspected on: 7/23 ' Location: Lj el L ✓z-- i Xi)• Arrive: • %A 1 Permit No.: if-Z- InspectorOr s Initials: 1 C6 ents and/or dia•ram Soil Type Sar '1 am 1 Clay Type of Water ' unicipal , zit-Water Waterline separa ion.istance D ft.`3 Well separation distance ft. Other wells: ft. Well Casing Length 50'+I- Y N NIA [150'to well required if NO] Absorption Field: Total length ZOO ft. Length of each trench -q✓J' � Depth of trenches 2_2 ft. Size of Stone Seepage Pits: Number Size: x Stone Size: I Piping Size Type Building to tank LA " k-A C) V)\-)C_- Tank to Distribution Box ‘ t Q \)C-- Distribution Box to Field/Pit ►i ♦ \ C-- T 1 f �vc_.QF- Opening Sealed: yN End Cap —N Inlet/Outlet Pipes&Baffles VY N Manholes 12"or less below grade y Y— [provide extension collar if Yes] Y VN / Location I Separations - �� Foundation to tank 10 ft. .CC Foundation to absorption 2:i.„ ft. Separation of Pits .7 \ Conforms as per Plot Pla_ ....2 Y Engineer Report a As-Built Yi's,/, " ETU Maintenance Contr provided _Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Re r S stem Use Statu : Approved Partial Approved and needs to be re-inspected, please call e Building & Codes Office Disapproved Septic Inspection Report c /o To toirt Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: S Queensbury Building&Code Enforcement Arrive: am/pm Depart: ^jj am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . A) NAME: f-(o 1' PERMIT#: / y-2 LOCATION: L J S L UZ ' Nie (Cl). INSPECT ON: /c/i�/ TYPE OF STRUCTURE: 5C7 Comments Y N N/A )(Piers Monolithic Slab --r� � c', .cyko Reinforcement in Place The contractor is responsible for -- V providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Town of Queensbury Building & Code Enforcement f �d 9-/I Office No. (518) 761-8256 , Q Framing / Firestopping Inspection Report Inspection request received: Name: ow 4 rd Inspected on: g`"/ Location: ! S .L C Lz C�C R �2 Arrive: a.m.I p.m. Permit No.: % -- ea.'< / Inspector's Initials: TYPE OF STRUCTURE: S F b Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts I 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 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 Design Professional Sign-off, if required Framing / Firestopping Inspection Report j hurl Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ` m/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: NAME: YO C4)6?l`ci PERMIT#: I '4/ r) LOCATION: 4f/5 JGL .eri °!1Pay INSPECT ON: TYPE OF STRUCTURE: S 7 J Comments Y N N/A 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/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing V 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 1 s Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: /-/-v Oat/ l PERMIT#: LOCATION: M R h u a t.16 Ad INSPECT ON: �7 H I TYPE OF STRUCTURE: Comments Y IN N/A Footings Piers J 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/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: \J. _� V) NAME: PERMIT#: 7--1\ LOCATION: S- ) INSPECT ON: MERE TYPE OF STRUC Comments y N NSA Footingsv . 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/Wallpour t7Reinforcement in Place � ' 5 Footing Dowels or Keyway in place Foundation Dampproofing 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 1A Office No.(518)761-8256 Date Inspection request received: 7 ri P P f i I Queensbury Building&Code Enforcement Arrive: am/ m De a : pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r NAME: %C"''c `- r`L-/ PERMIT#: LOCATION: J-0 5 7 i INSPECT ON: TYPE OF STRUCTURE: , Comments ~ Y N N/A 30-0r) Li- ootini)Gin Piers Monolithic Slab V 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 - f Footing Dowels or Keyway in place J l V Foundation Dampproofing Foundation Waterproofmg 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM