Loading...
2010-172 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100172-36788 Date Issued: Wednesday, October 13, 2010 This is to certify that work requested to be done as shown by Permit Number P20100172-36788 has been completed. Tax Map Number: 301.7-2-4 Location: 303 AVIATION RDFIL Owner: Randy Savage Applicant: Randy Savage This structure may be occupied as a: 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 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 woris 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100172 Application Number. A20100172 Tax Map No: 523400-301-007-0002-004-000-0000 Permission is hereby granted to: RANDY SAVAGE For property located at: 303 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: RANDY SAVAGE JANICE BLAIR Single Family Dwelling $194,000.00 303 AVIATION Rd Total Value $194,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-172 1300 sq ft single family dwelling $156.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,April 27, 2011 (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' . • eensb , T d •s. i y,A i ri127, 2010 SIGNED BY GG✓ r 4, for the Town of Queensbury. Director of Building&Code Enforcement For an EPA homeowner's guide: htto://www.eoa.govinodesioubs/homeownErjostoltjangretornize.ddf OFFICE USE ONLY r• ' k TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: Randy Savage INSTALLER: VISION Engineering, LLC ADDRESS: 303 Aviation Road,Queensbury, NY 12804 ADDRESS: 16 Pearl Street,Suite 200,Glens Falls,NY 12801 PHONE NOS. Craig Harold: (518)376-9570 PHONE NOS. (518)792-9264 LOCATION OF INSTALLATION: 303 Aviation Road,Queensbury, NY 12804 RESIDENCE YEAR BUILT NO. X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older X 150 gallon per bedroom = 0 GARBAGE GRINDER 1981 -1991 X 130 gallon per bedroom = 0 INSTALLED? N 1992-present 3 X j 110 gallon per bedroom = 330 (440 Design) N SPA OR HOT TUB STALLED? ✓ PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE SLOPE 0-3 % ✓ SOIL NATURE: SAND ✓ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? > 10' BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? > 10' ✓ DOMESTIC WATER SUPLY: MUNICIPAL I WELL (If well:water supply from any septic system absorption is:( N/A ft) ✓ PERCOLATION TEST: RATE IS 1:05 PER MIINUTE PER INCH(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: 1250 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 TYPE: gl ABSORPTION FIELD (WITH NO. 2 STONE) Total length 184 ft. Each trench 4 X 46 ❑SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? 0 ALTERNATIVE SYSTEM Bed or other type? ❑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 QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements the Town of Queensbury codeSta Queensburv.net Sanitary Sewage Disposal Ordina . VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net nature of Person Responsible Date Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 301, 7 -2 - 4 OFFICE USE ONLY TAX MAP NO. �— /� < _ PERMIT NO. /jZ FEES: PERMIT ' J57 RECREATION ENGINEERING APR 2011 (If applicable) PRINCIPAL STRUCTURE - APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: r, .G�,c7i ¢u4(,(5 OWNER: /C:47/1-1 )y -3/9(.4( ADDRESS: 3 A 4T1 < <� i ADDRESS: /'? fir,v C ; ,2.'fj 5% (7 PHONE NOS. 1'/): .72-/ 39 3 PHONE NOS. -}�f CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 57XL, /' , / PHONE: j g" 7 93 �> LOCATION OF PROPERTY: 4.0 I 4 r( HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 �1 PROJECT O 00 p O w L11 CL U IfLi —I LI- Z < < :— d UO � I— LL OwZ NS) CL otS SINGLE FAMILY '7'00' J TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: ,/ ( 0067 C 0 FUEL TYPE: (3 4 1 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? AA-) ARE THERE EASEMENTS ON PROPERTY? //() 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 and agree t he above. -7/4-( Signed ✓6i! ��g��„, . 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) 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: A Brirr & COD PPROVAL ZONING APPROVAL � E DATE QUESTIONS? CALL 761-8256 OR EMAIL codesAqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: /t'1,-/3-10 NAME: 5fi (kt J LOCATION: - (J 1 Ji 0 3 3 PERMIT#: — 17z, Final Survey Plot Plan Approved Denied The attached fmal survey has been received by the Dept.of Community Development. Upon review the survey has be 1: Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Lands of the State of New York Tax Map: 295.19-3-70 Indian Ridge FUD" E �_---x----�_--- "Zoned - S - 670 x�- _� CHAIN K IRO SrNOR 59, 63' Q00 rDEED: I EDGE OF CONCRETE MONUMENT QED: 59,64 Fr.) 1.434 FT.) g rFs►TE"e0) ° MDR) Zoned "Moderate Density Residential" r Lands N/F Nancy Rivett Top OF 1-b2'DIAM. x (1370/219) FOUND, 0 5'wEST OF Tax Map: 301.7-2-3.2 LINE. Map reference No. 1 Area: 38,173.1 Sq. a (0.876 Acre Tax Map No.: "1.7--2-4 � � o o er: h Map reference No. 2 N o �+ ' NOTE: 2 BUILDING OFFSETS ARE TO FRAME CORNERS. FRONT PORCH OFFSETS ARE TO CONCRETE DECK CORNERS Lands N/F Gloria A. Hill & Rodney Greene (36791180) Tax Map: 301.7-2-3.1 18.8' s GARAQE Q U U 16 0 (DEEDS TOTAL 190.03 FT) �� 190 03'DRYWE� �Y (FORESHORTENED) GRATE y _ 25' 21 o� m �f �I Cj HA11 LINK I U I w' I2 2 )NC. i CONC. U t 71 A.C. +�y CELLAR / I UNIT `/ ENTRY VINYL Ud O vruv� FEIJ 1 4� �o VALVE W CHAMBER --J. ELEC.2 ' ?12• METER PORCH MIN. I BLDG. y SETE4CK � I^ Q )(DEED: 87.4 4 CHAMB'ALvEER k •4Z� I ` 280, a�°��� I 0 Nk 1 �E� REF,�RENC�: Judy Ann A4cCuflwgh To Randy A. Savage and Janice A. Blair D 10117/2403 R: 10/2212003 1347158 v ice' R1FERfNCES: 1. "Map of Isnds of f=loyd Smith & Lavancha Smith," dated June 30, 1956, made by Leslie W. Coulter, Licensed Land Surveyor, Glens Falls, NY and filled in the Warren County Clerk's Office on August 10, 1956, Queensbury Map Book 4, page 42. 2. "Map of a Survey made for Victoria Rivett," dated September 8, 2003, made by VanDusen & Steves, Licensed Land Survey- ors, Queensbury, NY and filed in the Warren County Clerk's Of- fice on December 23, 2003 in Map Cabinet `B ; Slide 243. W WI �I Q3 3 � POLE NM 29 _ Road (24' Asphalt driven surface w/4' shoulders) / 202.57' (DEED: 202.W FT.) IRON MARKER BELOW GRADE ZONING INFORMATION: ("Moderate Density Residential" (MDR) Min. Lot Area: 2 Acnes per dwelling unit Min. Lot Width: 100 ft. Min. Front Setback: 30 ft. Min. Side Setback: 25 ft. Min. Rear Setback: 30 ft. MAP of a survey of lands of Randy A. Savageand Janice A. Blair being known as "303 Aviation Road" located in Town of Queensbury , Warren Co. N. Y. Scale: 1 "= 30' February 5, 2010 Survey and Map by Map Amended: CHARLES T. NACY October 8, 2010 Licensed Land Surveyor 32 John Street Queensbury, N.Y. 12804 Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seat is a violation of Section 7209, subdivision 2, of the New York State Education Law. Only copies made from the original of this survey map which are marked with an original of the land surveyor's embossed seal and bearing the surveyor's original signature in red ink shall be considered valid and true copies. l-QBY178-1-3 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: ‘1), ...\m/ m e p Date Inspection request received: _ Inspector's Initials: � �� NAME: PERMIT#: - - - 112. LOCATION: '1( "2-.,5? \t TZA) DATE: _ TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location f Fresh Air Intake f 3 inch Plumb Vent through roof minimum 6" d Roof Complete/Exterior Finish Complete '4/ Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more ' V Guard at deck,porches 36 in. or more V "c—L- . ='`Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. �� L) ? Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''4" /r Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall V/V 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 .. 17 Furnace/Hot Water Heater operating ✓ / Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 j ✓ '"2.--1---(„0.0-4_4,7-55 Interior privacy/trim/doors/main entrance 36 in. ✓� Bathroom/Kitchen watertight i Safety glazing/Window in stairwells safety glazing ✓ Interior Smoke Dete rs: / tyACZ:m-5SG" /6 Every level: i ery Beciom: 7_ ,/ _ Outside every bedroom rea: ��/ / V Inter Connected: / Battery backup: �/ g-2��jt)G Carbon Monoxide Detector _ Bathroom Fans, if.no window ✓� Plumbing fixtures ��--���� Foundation insulation C,IrC``L C) t- e Floor truss,draft stopping finished basement 1,000 sf tv Emergency egress below grade �"�.� W Basement stairs closed rise>4 inches f„/ r\V`- Garage Floor Pitched ✓ Garage fireproofing/%hour fire door/door closer f/ tr .�q'�+ t—k- �' Z VIr.Y Duct work Sealed properly V Gas Logs in Sealed or Glass Enclosure j '47Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area / V Crawl Spaces I8"x 24"access, 1 sq. ft.-150 sq, ft. vents / Building No./Address visible from road �t/ Final Electrical Site Plan /Variance required i Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0{Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp.form 2.docLast printed 2/12/04 Septic Inspection Report Office No. (518) 761-8256 Date InspectionFr//f// C request received: �" �� Queensbury Building&Code Enforcement Arrive: am/ m Depart: .`. 1c am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ___Me , NAME: 5/4-1/A (E' PERMIT NO.: C () —17 - LOCATION: 303 Ai, Z .% cV\ t?---D- INSPECT ON: r/////0 RECHECK: Comments and/or diagram Soil Type:�� / Loam/ Clay �� r Type of Water: i' mi '••I/ Well Water y/ lAig`f Waterline separation distance ► . ft. T,c5ra__- M� r�,r Well separation distance Q ,�/ ft. Other wells: _, ft. `' Well Casing Length 50' + / - Y N N/A . -- Absorption Field: Total length Tdi ft. Length of each trench .0v . ft. Depth of trenches , 9 .. \ Size of Stone -s' Seepage Pits: Number I. Size: Stone Size: (- Piping izg T pe N Building to tank tt Tank to Distribution Box lc Distribution Box to Field / Pit 4 Wt c Opening Sealed: lif N y End Cap 11—N 121 w Inlet/Outlet Pipes&Baffles _Y ®N Ae) „_ c2).„..y_tivA-----_ Location/ Separations • Foundation to tank 10 ft. Foundation to absorption A' ft. C: r-Ls. --...t:5 1-- t2.5-1 Separation of Pits Conforms as per Plot Plan _ Engineer Report and As-Built —Y_-_- N , Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc /c /4r c Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart91./am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: tjO • /.'EMIT#: i • LOCATION: ,_.5c .4211/: 'it , INSPECT ON: ig. -- TYPE OF STRUCTURE: I s Comments Y N N/A coo )-tings - R__Ycs-i(L 1:%-i(ke..—Qz-r__ Monolithic Slab - �` fZk 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 12/20/2005 9:24:00 AM ‘tikk 1 -3 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 1 -Lc am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: &6,4,„9 t f NAME: _ g i PERMIT NO.: ICS / 72- LCA • ,t.O - - '. Pe INSPECT ON: 9 �c7 (IIII ! K: Comments and/or diagram Soil Type: .4 Loam/Clay Type of Water: .,itrr�f''1:1r/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. qA,f2 (tAA Well Casing Length 50'+/ - — ,Y .� G N/A [150'to well required if NO] i r Ii w0) .1-0 l Absorption Field: Total length Te: ft. ? l�I,1_ J4t.5' Length of each trench r ft. Depth of trenches t #e. Size of Stone ...-----r Seepage Pits: Number k Size: Stone Size: Piping Size Type Building to tankV(.)�6�4-1, Tank to Distribution Box °t -' \-- Distribution Box to Field/ Pit 49{245V-1%It `'\ '�-6`Q—�'�.bX Opening Sealed: J End Cap Y Inlet/Outlet Pipes&Baffles _Y N �A L F- � Qf _ G^ ( d C Manholes 12"or less below grade _Y � [provide extension collar if Yes] Y N Location/ Separations ' Foundation to tank 16 ft. o�c� << - ' Foundation to absorption ft. Separation of Pits _b_rif�.•Q• Conforms as per Plot Plan _ Engineer Report and As-Built Y jt' �--� ETU Maintenance Contract Y N provided Location of System on Property: Front Re Left Side Right Side Middle Front Middle Rear st m Use S Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc kit Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins et i� r 1 + : , 1 • Queensbury Building &Code Enforcement Arrive: Y-iia y7,07r rt: - •m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial ;410"" - NAME: AV A. PER IT#: f r 7_, LOCATION: 65. v,, - INS'ECT ON: I V/ TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 ' inch minimum Drain Size Washi • Machine Drain 2 inch minimum Cleanout every 100 feet/chane of direction , Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes sulation/Residential Check I Commercial Check (P ' T ek or Similar Exterior Sealant r Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If = •uired unheated •aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 X-7/ , �i-c sRou h PlumbingI Insulation Inspection Report _ Office No. (518) 761-8256 Date Inspection r- • - Queensbury Building &Code Enforcement Arrive: .^ :;7e11710=-., Qin!,► .- 742 Bay Road, Queensbury, NY 12804 Inspector's tuba NAME: /. . ' PE- IT #: —�r LOCATION: ra `a INSPECT ON: - _ — r TYPE OF STRUCTURE: woo,,�y c�-2_1 _..�.�. Y N , Rough Plumbing /Nail Plates LO‘O'Vb, Plumbing Vent/Vents in Place 1 %inch minimum Drain Size — - .J Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction t _ up5� Pressure Test -- r)\Pc-3-c. _ ‘A. Drain/Vent c . -,, `pi Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes — Pa.V.— Pressure Test Water Supply Piping 00 ti- F-Q-r" Air - - - • �- �Cx. c._ v._v � T cry 1 P.S:i for • 5 minutesP `\ Insulation/R idential Check/Commercial Check - . ��'+f-= - - -. flat Exterior Sealant a Proper Vent, Attic Vent Door/Window Sealed (No Insulation) h`r Pc . ,lb\ Duct/Hot Water Piping Insulation u-tZ'V . TJ If required unheated spaces Combustion Air Supply for Furnace — �NS? S Duct work sealed properly I No duct tape ` ice` E COMMENTS: Pt c-C-Ei,5 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report /- 3 /v rdcfar, Office No. (518)761-8256 Date I • =e.; --• z, rte. Queensbury Building&Code Enforcement Arrive: \� a y I % • rt 2 i-4t,apm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial-vo!: NAME: a,kj PERMIT#: 1PiZZ_Z/z3 LOCATION: J 3 �`8,�., INSPECT ON: TYPE OF STRUCTURE: Y N A COMMENTS: Framing 'FM //' `` •oma •r=ss 22"x 30" minimum Jack Studs/HeadersA --\\'"k Cjk4(S\V—`t Bracing/Bridging 1 Joist hangers V7> Jadc 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 %(w) 16 gauge(8) 16D nails eat+side = • • .'ng 1,000 sq. ft. floor trusses 6 ft. or less on center tit* frenratisM WrOPNOSPOW 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\BuiWpq&Codes Forma-OLDBBuIding&CodesYnspedion Forms$Framinp F'rsstoPping Inspection Report.doc Revised January 7,2008 v-aY /Le:-- s ,� ,�-� /-„5 1/(0 do Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am! Depart: /.i� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Y NAME: t/aL - PERMIT #: ._./D f-77 LOCATION: .3/ 3 Ay/A_r - - INSPECT ON: ' 7 TYPE OF STRUCTURE: Y / N N/A Rough Plumbing/ ail Plates lumbing Ve ents in Place ,A 1 ' in 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. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check 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 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report (6"/'er S 1r)e7'~J /—3 ine,v‘de:7 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: amtrn Depart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �ZZ- NAME: .S2I/lAte— PERMIT#: I — Z LOCATION: i1o3 /_V i C� �/ �'eL� •Re4 INSPECT ON: - - — 0 TYPE OF STRUCTURE: �� Y 1.4N COMMENTS: Framing A 22" x 30*minimum /� Jack Studs/Headers v,/ 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 %(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'r4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf wade L:1Building&Codes Fortes-OLDlBuilding&CodesWnspection Forms‘Flaming Firestopping inspection Repoit-doc Revised Jantwry 7,2008 2L/ 7,Ce-r-� Foundation Inspection Report Office No.(518)761-8256 Date Inspection .:: '�3's'"- 1 Queensbury Building&Code Enforcement Arrive: '" . *m I 'art: m ,) 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: i1.r'Fi NAME: 'ERMIT#: r LOCATION: jQ? -U, a,.�. INSPECT ON: _ TYPE OF STRUCTURE: Comments -47.--- Ab‘t:X—T-Av013 ' 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 ( / ootinDow; - or Keyw:•, ' place ' / \ \i" Foun. :'40n $ng Footing ) .', 1 : . i •. ump Footing Drain Stone: 12 inch width i6 inches above footing 6 nail poly for wet areas under slab Backfill ApOva1 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 10oPro\ Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ7 -ed: Queensbury Building&Code Enforcement Arrive: V,W : , i i I- .art: :3 b 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials awe NAME: .- itViPtC-,E._ P% . IT#: Ip -- IZZ_ LOCATION: 2�..3 017RT\©0 R O ,, SPECT ON: S-1 —IC) TYPE OF STRUCTURE: 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. _ undation/Wallpour Reinforcement in Place o //.. 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspecti� � quest received: Queensbury Building&Code Enforcement Arrive://) • &m// rite Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1`'�—� NAME: `7si-✓4•66- PERMIT#: - a ---77 2 LOCATION: ,4t7/sriio.i/ RI: . INSPECT ON: 513/J o TYPE OF STRUCTURE: 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/Wailpour 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\Inion Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundationtin R Inspec o Report Office No.(518)761-8256 Date InsIctip!Lrequest received: /3C.7 Queensbury Building&Code Enforcement Arrive: • 15 am/i art: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: s0-U+. PERMIT#: /b — LOCATION: 3 v3 , ,nt r—i w, J, INSPECT ON: 573/76) 76) TYPE OF STRUCTURE: Comments Y N/ eoatings NA Att) 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 Foms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM