Loading...
2010-300 TOWN OFQ UEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20100300 Date Issued: Thursday, February 10, 2011 This is to certify that work requested to be done as shown by Permit Number P20100300 has been completed. Location: 23 MELDON Cir Tax Map Number. 523400-289-020-0001-050-000-0000 Owner. MICHAELS GROUP HOLDINGS, LLC Applicant TOWN OF QUEENSBURY This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Townhouse Issuance of this Certificate of Occupancy DOES NOT relieve the '°; / / „Z; property owner of the responsibility for compliance with Site Plan Je `� a 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. 1�` TOWN OF QUEENSBURY coN 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100300 Application Number. A20100300 Tax Map No: 523400-289-020-0001-023-000-0000 Permission is hereby granted to: THE MICHAELS GROUP LLC For property located at: 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 Queens bury Zoning Ordinance. Type of Construction Value Owner Address: THE MICHAELS GROUP LLC Fireplace 10 BLACKSMITH Dr Garage Attached MALTA,NY 12020 Townhouse $160,000.00 Total Value $160,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-300 23 Meldon Circle-2008 sq ft townhouse 420 sq ft garage and fireplace $323.12 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,July 15,2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Totem oeens 9ry;11 r"� c July 15,2010 SIGNED BY `-+�-'' �f'' `� for the Town of Queensbury. Director of Building&Code Enforcement A T r 2c• 2— / O3CUSE ONLY /Oc : TAX MAP NO. _ PERMIT NO. t IZ FEES: PERMIT 32_-; , RECREATION ENGINEERING 1-2 (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: -The- M1[k1 .g C.1rr LP OWNER: ADDRESS: 10 BL4c1[.sv11T14 t' ?-1 MIA ,NY 12.07.0 ADDRESS: " PHONE NOS. 518-8'th- cc311 PHONE NOS. " CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: "T• to 4-XSCAC PHONE: B61 -314 4- LOCATION LOCATION OF PROPERTY: 1.1`51 1#33 NtelAt*z C-t2u-e. ( 2 3 = "4i'2c—�-1 4..) SUBDIVISION NAME: 14tt4# > Leo ss)lc,S PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR O cc cj C o~- LLO O coPROJECT Q O aZi= w � wi Q =� w a < -,-,L,` -CO i.,vdi 0u~. IOLL CC SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE )t 1 1 ,45F7 550 210$ 2'71-1d�7 - BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(103) 110 OTHER QTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:# /AC/ oat FUEL TYPE: ci Ak.s HEAT TYPE? *HOW MANY FIREPLACE(S) I AND/OR WOODSTOVES(S): 0 ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: S1N4t-E P tt...r rtES11:›ei%)4x.. 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. 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 to the abo . Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes( aueensbury.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www•queensburv.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 the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE BUILDING&CODES APPROVAL DATE l Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building.& Code Enforcement - Residential Final Inspection i Office No. (518)761-8256 Arrive: am/pm Depart:3 -1 ) am/pm Date Inspection requestqAreceived: Inspector's Initials: /',i (� NAME: C"A t `' FZ, PERMIT#: / _ i — LOCATION: 2.nj P� 4- S C�.a.. DATE: CS TYPE OF STRUCTURE: G AK -`•- Comments: Yid' Ng WA 4' Build . Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co .. -{- /Exterior Finish Corn. ete III Platform at all exterior doors /m� <2(? Q - --e� `C Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above .rade nil Guard at stairwell at 34 inches or more Mill. Guard at deck ••rches 36 inches or more Handrail Termination at Newell Post or Wall fanrr Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Eli / Grade awa from foundation 6 inches with 10 feet 111111Pirr/� 71 94(11/1/4j Zat..346y6CUel 6 inch clearance to sill plate ■ Gas Valve shut-off exposed/regulator 18 inches above .rade !L/1 Interior privacy/tiim/doors/main entrance 36 inches Bathroom/Kitchen watertight Sa = . _ 4, . /Window in stairwells safe . — ! Ell Interior Smoke '- ectors/Carbon Monoxid ors Every level: Every Bedrrfi: 011 Outside every bedroo =rea: �/ Inter Connected: Batt= bac ku•: Attic access 30 inches x 22 inches x 30 inches e .ht in accessible area (ltaIIIIIIII/FA Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 -•.ft.vents 111M1111111PA Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1.000 sq.ft. II 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed I Heat Trap/Water Temp 11011/11 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Iferd11111111111 Ga = roofs . I%hour fire door I door doser r/011111� Duct work Sealed •ro• , 1110.21111r Gas Logs in Sealed or Glass Enclosure Final Electrical Eillamill Final Survey Plot Plan Arc Fault Breaker in Bedrooms WAIIIII Flex Gas Pipe Bonding As Built Septic System/ . InspectionStiel PAF11111,1 Site Plan /Variance requires r.iillagt Flood Plain Certification if r=•uired valsimirt/ Okay to issue C I 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 Queensbury Building & Code Enforcement - Resider ial Final Inspection ice No. (518) 761-8256 Arrive; am/pm Depart: I am/pm Date Inspection requ st received: Inspector's Initials: ((IAA) R NAME: ;i t` JO ` C ' f PERMIT#: /<, f LOCATION: %_; f'°<"l'-,/."£•,� • ,, ,. 11 _ DATE: �7 TYPE OF STRUCTURE: i t Comments: Yes No N/A 4" Building Number Address visible from road VChimney Height/"B"Vent/Direct Vent Location � 'C,.-i � � Fresh Air Intake --� 3 inch Plumbing Vent through roof minimum 18 inches ✓ f `t& Roof Complete/Exterior Finish Complete • =�����rh Platform at all exterior doors /`� Handrail 4 or more risers V I<X�L, —14 r Guards at stairs,decks,patios more than 30 inches above grade V 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 .Z..- .>+. -17_. 6 inch clearance to sill plate iMi; c,vZ.0-)Q Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim I doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wi :ow in stairwells safegazing Interior Smoke De - ors/Carbon onoxid Detectors Every level: Ev ryBedr om: Outside every bedroom rea: \// Inter Connected: Battery backup: (.0_1:3Attic 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 / V Bathroom Fans,if no window v/- Plumbing fixtures ‹gi V A/t. 1.,_ -4- Foundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.ft. / J � �; MSA 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 Y Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum / /Basement stairs closed rise>4 inches V Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer "--1--�- S,.1/4sf�„ Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan -4: ---,./ Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker çi --Site Plan /Variance required l Flood Plain Certification, if required 0 •-•-•-1"col.21 ...,, Okay to issue C/C or C/0[Temporary/Permanent] �- L:\Building&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 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ,2 -7'-// NAME: 44fdLeiS '` /761 - LOCATION: 23 Ned), 674_ PERMIT#: /0—300 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has be : Crai: '_ .wn, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE MAP OF A SURVEY MADE FOR THE MICHAELS GROUP, LLC BY.• VAN DUSEN & STEVES DATED: OCTOBER 14, 2009 LOT 31 #45 MELDON CIRCLE \ ASPHALT \ DRIVE PORCH •Gu MELDON CIRCLE AREA 9,470.40 ASPHALT •20 DRIVE /�4 v STORYC D FRAMEDWNHOUSE _ ,.Cb /NOLO OO LOT 33 #F23 MELDON CIRCLE AREA 4,123.33 sq.ft. 0 LOT 26 #81 MELDON \ .CIRCLE C 1 ASPFtALT DRIVE L=13.11' R=25.00 LOT 34 #21 MELDON CIRCLE AREA 10.965.93 sq. ft. 3' `� 132 • $` 3oa r 6�� 30,Z10"". / a�i •� `�/ S t e v e s Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lic. No. 50135 'UNAUTHORIffD ALTERATION OR ADg7Kw TO A SURVEY YAP eEARnW A LWENSED LANA SURVEYORS SEAL IS A VOLATM OF SECTION 7208, SUB—pN510H 2. OF THE NEW YORK STATE EDUCATKw LAW.' -ONLY COPIES FROM THE OF THE OF SUHIS SURVEY VEYORS HEAL S MTH E ORIGINAL OF 71E LAND suRN_COPI SEAL SHALL BE CONSWERED TO BE vAUD TRUE COPIES.' INIS�RT�&ATWAS wEPATm *4 ACC �IFY THAT DOS SURVEY WAS PREPARED w ACCORDANCE rATH THE BY THE SDE FOR LAND OF YORS�� BY THE NEW YORK STATE ASSOCIATION OF PRO,ESSKINAL LAND SURVEYORS SAW CERTFTCATKINS SHALL RUN ONLY ON HISTHE BEHALF FOR E T11LOM E'E ' 15 ERNIANT ""° ON IBs BEHALF To THE nn.E COMPANY. covER,alorrAL AGENCY AND LOOM INSTITUTION LISTED HEREON. AND ,O THE ASSOIEEs OF TME LENDw INSTITUDON.• 1 Map of a Survey made for • The Michaels Group Town of Queensbury, Warren County, New York 1 t�atel uune ;�u, �uiu Scale 1'=30' 1 �� 1 OF 1 3 2107111 FINAL SURVEY 2 9,102110 FOUNDATION LOCATION 1 6117110 MOVE NORTH 5' Michaels DWG. NO. 99312 32-33-34 1 NO. DATE DESCRIPTION /-3 7/u)K-sciae_?_ 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: NAME: C CQ PERMIT#: /Oc3OC LOCATION: Z 3 f (db-z, �� INSPECT ON: 'O --// TYPE OF STRUCTURE: Commental Y N IA Footin Pi- •onolithic 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM ( IC) ) ;5 -76,, Rough Plumbirig I Insulation Ifspection 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 IniBais: NAME: i( Jii e f r/J . PERMIT#: /CJ LOCATION: /I I�•f , ;.1 F--f INSPECT ON: /(;- 2 7%; TYPE OF STRUCTURE: Y N N/A 1 Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above h'+hest connection for 15 minutes Pressure Test Water Supply Piping Air/Head . . r 15 minutes Insulation/ esidential Check/Commercial Check miler Exterior Sealant Proper Vent, Attic Vent \7_ Door/Window Sealed (No Insulation) N/ Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: c-- Rough Plumbing insulation Reporter Nov 17 2003,revised February 15,2005, revised January 7,2008 /0 yt-- I PilliftiTown of Queensbury Fire Marshal k 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 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# JO..,5 0 C Schedule Inspection /d�5,-t ime`> t SP G pm anytime r C A >n� Name fr?r(k1 /S �� Address .�..5 ilk:��l%e` Rough In Final Appliance Manuf rer \ 4- 1..14.3-1" k Model# Direct Vent `/ FactoryBuilt Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A f Comments Floor Protection ti// /Clearances to Combustibles (all sides) I\AA-7C)k21,„:te.'' ---)v-3.1.32i r3 \, 0-0-2.Z7 \ 0n 9 Firestop(s) Vertical Chase / / Wall Penetration 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 rkt. 0-1\ - Combustion Air Hearth Extension(if any) V/t/ Mantel V Height above f/p opening / Witness Operation v Tank Placement(if LP) 1.71 White-Building Dept. Yellow-Customer Philo-Fire Marshal Framing / Firestopping Inspection port Office No. (518)761-8256 Date Inspection request received: ' I Queensbury Building&Code Enforcement Arrive: am/pm Depart`;) i am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:44 9 NAME: MC kke I (r(3 ! PERMIT#: / -",76() LOCATION: 2 3 /fle , ,-- �,`YrC[C_, INSPECT ON: —2Z—/E) TYPE OF STRUCTURE: lis�w COMMENTS: Framing . " :r-'"ss 22"x 30* minimum Jack Studs/Headers Bracing/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 % w 16 • - es 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 Fi - = , 3, 4 hour AI Firestopping , *-, r'T'"'sealed 16 inch insulation in cal/ min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Collin. -II Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf •rade L:tBuilding&Codes Forms-OLD1Building&CodesWapsdion Fonns!Framing FNwtoppinq Inspection ReporLdoc Revised January 7,2008 Rough Plumbing / Insulation lPection 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: NAME: 44,' J'iix I c 60Q PERMIT#: /22D LOCATION: fl e et--- Q,rcte.. INSPECT ON: /69-2 7 -70 TYPE OF STRUCTURE: .cre .w2 Y N/A Rou h Plumbing/ it Plates Plu Vent/ ents in Place 1 'r4 inch urn 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 1, Door/Window Sealed (No Insulation] Duct I 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 Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:i l am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: (ice;:,,;9 NAME: PERMIT#: -2 LOCATION: G -L- S C) c INSPECT ON: 5 24. (L, TYPE OF STRUCTURE:1 — `�. Y N N/A COMMENTS: Framing Attic Access 22" x 30' minimum ')Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams — S"-) 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 -� , c_ Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation ' -�rrZ House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H)(,M � 20 in. L\11A 5.7 sf above/below grade `� 5.0 sf grade j<\ !i L:lBuiiding&Codes Forms-OLDOuiiding&CodesYospedion FamslFraning Firestopping Inspection RepoA.doc Revised January 7,2008 /S 4r) —/ //bd f Foundation Inspection Report Office No.(518)761-8256 Date 'on request received: Queensbury Building&Code Enforcement Arrive- pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 7 NAME: /� PERMIT#: /Q co LOCATION: /1 ��;War/ INSPECT ON: 7/7 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/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 a es above footing • mil poly f• wet areas under slab _ Bac 1 •royal 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 Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm ,Q, epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: •,,� NAME: LOCATION: /,�C�D.t)S of e6 • INSPECT ON: O Y�� 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/Wallpour Re' rcement in Place Doting Dowels or Keyway in place / Foundation Dampproofing oundation Waterproofmg Doting Drain Daylight or Sump Footin Drain Stone: tiF( 1 ch width 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 /0-`?_ T Foundation Inspection Rep Office No.(518)761-8256 Date Inspection requ t 'v : Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: M I citac l.S ` r,o PERMIT#: /(2G LOCATION: 7;1 �I�� �,�.,, INSPECT ON: ��� 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 f. • • g the placement of the cont' . Materials sr this p •I se on site. _ Foundation Wallpour Reinforcement i ' : e 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:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)7614256 Date Inspec request received: Queensbury Building&Code Enforcement Arrive: •6 am/p t / Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials. � NAME: ‘CAA/�'L'G S �r-Ee j. PERMIT#: `0 ` -- 5n LOCATION: \(-e...j 04) (' 2 C _ INSPECT ON: 7/;-•-e3 I/b 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 a concrete. 'als for this purpose on site. _ Fo dation/Wallpour einforceme•. • Place Foo'i �' • •r Keyway in place Fo i• •_: • _ i •ampproofing 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 Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: G-�,�¢ CPERMIT#: JD — 3CD LOCATION: t- bt-' INSPECT ON: '�7//a 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/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:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _ T NAME: fC/tA449 6!'1 PERMIT#: JO _ O© LOCATION: Z ,e k . INSPECT ON: 7 -Z 7--10 TYPE OF STRUCTURE: Comments Y N/o/NIZA. Footings YFMonolithic Slab / / � c- A 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 I 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