Loading...
2013-287 -13 Y��� 1 (518�'16182� 5� 12. `i �.�+ 61.82 59Q2 $ Quee"sbu�'� &C°deS �42 Bay g°ad> guildi�'g 1� rner't r .De�,elop G� C°��u�itYa O-V Z03 1� Y�day' �� ued• ate j,ss 02g,� p2�13�Zg� yTO eT it u bet t 1`Zu�bex: ne as by P T'ex� nested to be d° that work req fy j� pp ,Chis is t° �orti tnpwted• �� LDO c1t_pp0 p45'ppp�pp hasbeez� r�234pp-2g9'02'p .�m�°axd .Y L°Cat'On' -SANfabet. C p,ELs ORO13 BY Ov QUA NSBVR Gy OAJ �� t Offer, �IC�A� S a,: � Cement P,90Cant• rna9 be OCCupled a of of°x &C°de strut tt�re Building tr pr°pert3' DixeCtOx e OT relieye lxepiaC A ached upaucl D��h s to Plan e plan' d Cxaxage OCCe w �a1s tile Tawz'b4�Sethis certifiilit�' or e°m nit of aper° by 1ss°a°ee t e resp°osVbtions as a re ner°f d e°"d °W issues ari °f Appeals• Oth or TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130287 Application Number: A20130287 Tax Map No: 523400-289-020-0001-045-000-0000 Permission is hereby granted to: MICHAELS GROUP For property located at: 77 MELDON Cir 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. Tyne of Construction Value Owner Address: MICHAELS GROUP Fireplace SUITE 1 10 BLACKSMITH Dr Garage Attached MALTA,NY 12020 Townhouse $200,000.00 Total Value $200,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-287 REVISED PLANS TOWNHOUSE 1,667 sf; garage 418 sf, 1 Fireplace - gas original plan called for 1,747 sq ft; garage 444 sq ft $416.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 09,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Qu� Jsbu ; Tu s a Jul 09,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement -------------------------------------------------(- tt. CC ��� l J OFFICE USE ONLY ; TAX MAP NO. �� X020'6 ' �{ PERMIT NO. / ��• i FEES: PERMIT RECREATION ENGINEERING ; (If applicable) ; - ------------------------------------------------------------------- --------_------_-- PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. —i"Vif✓ M1ca-+�s , APPLICANT/BUILDER: CI� p OWNER: ADDRESS: 10 BLJ LWSc �A%1-A 1>7-, HAL-M ,N-e lZoZ.o ADDRESS: t PHONE NOS. S�$-8ya- �'>>� PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: _T• L-0CASL%o PHONE: b57 -31 4 4- LOCATION LOCATION OF PROPERTY: 1-7 Me5-� GsLC_t,E SUBDIVISION NAME: GRossww's PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR O LX d U LL PROJECT _O a~ O O U U w F- W O LL OJ LL W Q CL LL OU W O J LLO Z Q F- OF= �WZ Z Q Q r(q C11 OLL F-LL CL=06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO._� 33.CJ TOWNHOUSE �( J(o1a1 1 bb'I 2.��'�+�- J BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(103) 41 e) 1 OTHER GG gqL( r Ire Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: FUEL TYPE: C1 Ars HEAT TYPE? r-HA. *HOW MANY FIREPLACE(S) AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? Ka PROPOSED USE OF BUILDING OR ADDITION: 5►N�C�e PA•t 1�1 Y �Z6S1pEtJC ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 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. 1 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 to the ove. Signed Director of Buildinq & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes(M-gueensburv.net systems) (: VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.aueensburv.net required permits, the permit process, application requirements or to schedule an appointment) •------------------------------------------ ------ --------- This application/proposed action described Permission is hereby granted to the above herein is found to be in accordance with theApplicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: 01 0 ZONING APPROVAL DATE BUILDING&CODES APPROVAL DATE 11 0 1 =------------------------------------------- :._-____----______--.____--,-___-._--_- QTown of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 Town of Queensbury Michael F. Travis �. Q 013 Highway Superintendent Highway '3 �� �� 'i Home (518) 798-0413 Department 742 Bay Road—Queensbury,NY 12804 Thomas R. Van Ness Office Phone: (518)761-8211 Deputy Highway Superintendent Fax: (518)7454466 Home (518) 745-0929 DRIVEWAY PERMIT DATE: APPLICANT NAME: M%W Q.Q.S C;�ZO�-PiS,t.0 TELEPHONE NO.: (0'Bill ADDRESS TO BE INSPECTED: 17 Me►-n0k) CI9-L1e RETURN ADDRESS: 10 t✓t-ACY—SLAW 1�R� 1rtAi'n4 �NY IZom Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by: Date: Approval by Highway Supt: Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R Van Ness, Deputy Highway Superintendent Q�treaha Mrsl's Officeown of Queensbury • 742 Bay Road • Queensbury, New York •12804DL + ate Michael J.Palmer,Fire Marshal•Gary Stillman, Depuh,/Fire Marshal ; '---------------------- APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building 8, Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER:"Ne M%W AIkS. 01",LLC INSTALLER/BUILDER: S1MF ADDRESS: %C 'SL•AL1LW M M VA NLlU W IZ()'IQ4DDRESS: PHONE NOS. 5Vrd) tAC! .V-511 PHONE NOS. LOCATION OF PROPERTY: 11 SUBDIVISION NAME: C tZ0SS1%j;S LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: L-1-4 NVL% ZAA CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:- ,V/ FUEL BURNING,APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION_ STOVE FIREPLACE INSERT FIREPLACE, FACTORY BUILT* X FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: VACA—ka-M-4lU MODEL NO._9N 2_0 7, ' 1J LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY,IN FORMATION. . BLOCK _.BRICK, STONE OR EMAIL: firemarshaWlgueensburv.net MASONRY** CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE.IN; FOR MORE INFORMATION INCHES www.gueensbury.net FLUE CHECK ONE ✓ DOUBLECHIMNEY" TRIPLE WALL INSULATED . , -DIREGT-,VENT>_ ..WALL LINER CHIMNEY MATERIAL CHECK ONE ✓ ,G **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION &BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. 6e 13 -a� I.n; � ij i F6.'$ �}.p J r � Y'. ika g c� Property Organization HERS g C 1013 Unknown Grajny Consulting, LLC Confirmed 77 Meldon Circle 518-221-3240 12/12/13 Queensbury, NY 12805 Stan Grajny, PE Rating No:1016130 RaterID:5609922 Weather:Atbany, NY Builder 77_Meldon_L The Michaels Group Mich aelsGroup_77MeldonQueensb ury_NYESH_121213.btg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.20 0.17 ACH @ 50 Pascals 3.86 3.86 CFM @ 25 Pascals 1219 1219 CFM @ 50 Pascals 1913 1913 Eff. Leakage Area (sq.in) 105.0 105.0 Specific Leakage Area 0.00021 0.00021 ELA/100 sf shell (sq.in) 1.52 1.52 Duct Leakage Leakage to Outside Units Ducting CFM @ 25 Pascals 0 CFM25 / CFMfan 0.0000 CFM25 / CFA 0.0000 CFM per Std 152 NIA; CFM per Std 152 / CFA N/A' I ' CFM @ 50 Pascals 0 Eff. Leakage Area (sq.in) 0.00 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0404, Ventilation Mechanical Exhaust Only Sensible Recovery Eff. 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 62 Hours/Day 24.0 Fan Watts 30.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 - 2010 Ventilation and Acceptable Indoor Air Quality in LowRise Residential Buildings, a minimum of 57 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted according) E`-eicaint}l�� a 115 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operatt� t�q; Ck-1 M�rr�,y REM/Rate-Residential Energy Analysis ind Rating Software v1 .3 This information does not constitute an warrant of energy cost or savings. G Y Y gY << , V 1985-2013 Architectural Energy Corporation, Boulder, Colorado. T Mk21 rbc� `1✓1 / Queensbury Building & Code Enforcement - Residential Final inspection I©) Office No. (518)761-8256 Arrive: am/pm De art:� �� m/pm Date Inspection request received: Inspector's Initials: NAME: g PERMIT#: LOCATION: !\'1 irf A,-,)n __r DATE: / -/ 3--/ TYPE OF STRUCTURE: Comments: Ye No NIA 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 oo 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 Deoctors/Carton no) d etectors Every level: Every Bedr m: Outside every bedroom ea: Inter Connected: Batterybacku : 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/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 ew a t. Inspection Sti Site Plan /Variance re Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent LABuilding&Codes FormslBuilding&Codesllnspection FormslResidential Final Inspection Form_revised_100405.doc; Revised January 7,2008;Revised 6/26/08;Revised 12/22110,Revised 04/13/11 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: /,,,) NAME: LOCATION: 77 Mme.Js PERMIT#: Final Survey Plot Plan Avvroved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: i L:1SueHemingway\Building.Codes.Inspection.FORMSTinal Survey Zoning Administrator.doc f i i MAP REFERENCE HILAND CROSSINGS A SUBDIVISION MADE FOR THE MICHAELS GROUP BY VAN DUSEN & STEVES DATED APRIL 15, 2009 LAST REVISED OCTOBER 15, 2009 FILED IN THE WARREN COUNTY CLERK'S OFFICE ON NOVEMBER 6, 2009 / 61030 D3 A/ Ssso \ i // /V/ LOT 26#81 / MELDON / y50 CIRCLE / 14,555.25 sq. ft. 0.33 acres / / SS 1 / LOT 28 / #77 MELDON / CIRCLE / 11,202.91 sq. ft. 0.26 acres 1 / D� tK / On o //A Mo 36 I a y ^rL ! } � I 1� �R 1so 00 \, '?Ir" it DEC 2013 vl if, i Datel November 19, 2013 Scale 1'=20' MAP SEARINGIA QCENSEO SURVEYORS AAL 6 A NOLAIION OF EECRON ]I09.9. SUD-OIN90N 2, OF RIE Me of � a �urVP'✓p made for NEW YORK STAN EDUCA➢GN LAW' ONLY -THCOPIES NROIA THE OFI EL OF 1Hi5 SURYEY StevesMARKS° LL AN ORIGINAL OF ONE LAND SURVEYORS SEAL SHALL BE fgJ DILATE i0 BE VALID IF T CWIES.' 'CENTFICASURVEY MI ; INDICATED IIEFEON DANCE ,NAi The Michaels Group S —,.1 1X15 ING CO E ` PREPARED INA AND ACCORDANCE MON ME l�1y y1p ,�11 syr ,/rte T/T qy� C BY THE CODE rR P TATE A FOR LANG SURVEYORS PROFESSIONAL D L 1 Z d S u r V V J ® 1 s BY E NEW YGR AD RSHFIC ANON OF PRQ`UN ONAL LANG E PERSON F R W OM THE sIS PREPARED, RUN ONLY , SHE OF i0 RIE PEHALF o E TIE SURY£Y IS AND SHEET 1 ON H6 BEHALF I- j0 RIE RRE COMPANY, HEREON. AND AGENCY AND NEEDS OF "SR,UIR°N USSE `HWL' •AND Town of Warren County,New York 169 Haviland Road Queensbury, New York 12804 D E A GN€ s D „E LENDING ,NEN Rte' Queensbury, Michaels (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIPTION DWG. No. 99312 26-27-28 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date inspection request received: Queensbury Building &Code Enforcement Arrive: __am/pm Depart: A� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 1 ���- �` -� �� PERMIT #: 20 LOCATION: �t `7 1 - - c rte. INSPECT ON: (012A ) TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % 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. or 10 ft. above highest connecfion for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Insulation /Residential Check/Commercial Check Tyyek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If Leguired 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: C;T-7 NAME: PERMIT;#: 3 `� LOCATION: !�_X52 INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent i Vents in Place 1 % 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. 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 r uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/.No duct tape COMMENTS: Rough Plumbing insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Re �ort(' ,&�; I , Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm `Depart: T am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: N\ LP&a2-QZ LA � PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: ' Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % 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. 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 I)rvek 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 to e COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: 1 " = g LOCATION: -7� r'Yl�ir moo i acl& INSPECT ON: In- TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/Headers Truss Specification Provided Bracing /Bridging ✓ �}� Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly :c 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 ans 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) v 5.7 sf above /below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection—Revised-02 0513 ............... Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 61 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# Schedule inspection Time L` <.m m�anytime Inspecto�Lq_) Lr> 'Ic��d ress .,:2, Rough I Final Name u�' 6,A j Appliance Manufacturer. Model# Direct Vent \ Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase— Wall Penetratio.—Z Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air V/ Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) CO Detection CSST Bonding 4�' White-Building Dept Vellum-Cust mer Pink-Fire Marshal Framing / Firestopping Inspection Report _f Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 3 :`r a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: OA 1,1 PERMIT#: LOCATION: i� INSPECT ON: j TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/Headers 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 ans water shield 24 inches from walk 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—Revised-02 0513 C/Ose —10 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:A.,. . Am/pin 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials: -TU NAME: PERMIT#: ------- - -t LOCATION: C C INSPECT ON: Y/ TYPE OF STRUCTURE: ' c2mmso 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 purp9se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Darapproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width A inches above footing 6-mil poly for wet areas under slab Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\Bulldlng&Codes Forms\Bullding&Codes\Inspettion FormsWoundartion Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(5 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive. am/ptn Depart am/pin 742 Bay Rd.,Queensbury,NY 12804 Inspector's lnitials:,nt 1� -L — -T NAME: V7 V"" PERMIT#: A 3 LOCATION: (g --I INSPECT ON: TYPE OF STRUCTURE: Conew 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 Foundation Waterproofing Footing Dram 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 �VC)Xast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U\80ding&Codes Forms\Oulldirtg&Codes\lnspettfon Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report ------- Office 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: �''i t C� O-e (S G�/P PERMIT#: LOCATION: /43 1 AI C. INSPECT ON: TYPE OF STRUCTURE: Commenu a Y N NA 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 Dampproofmg oundation Waterproofing .04 Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ` / 6 inches above footing V 6 mil poly for wet areas under slab acicfdI Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Bui{ding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1"A cz ij, Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/pm Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: 2 2 j /ng j(W t2,,Zj,�-WSPECT ON: TYPE OF STRUCTURE: c2mmepa 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 pwpose on site. I A Foundation/Wallpour 1 �'�.��' t �� �`���t p,,,l��� Reinforcement in Place V/ 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. U\Building&Codes Forrns\Bullding&Codes\Inspection Forrns\Foundation inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0 ( (5 5-e- -(--6 JJ �> - Foundation Inspection Report ! Office No.(518)761-8256 DateInspec tion request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: [�am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: , 6A"�e(S C�r(1;-P PERMIT#: 3r � LOCATION: INSPECT ON: TYPE OF STRUCTURE: CoMImenb Y N NA 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. oundation/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 Gr 1-3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ��am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:14 LAn c NAME: L Z� �n f! PERMIT#: J 3— LOCATION: _. 1 7 -79 W 12-1 A INSPECT ON: f '� TYPE OF STRUCTURE. � _4 VN 0 Li Co m n Y N NA 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 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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Lest pr}nted 12/20/2005 9:24:00 AM