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2006-711 TOWN OF QUEENSBURY I 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060711 Date Issued: Wednesday, September 25, 2013 This is to certify that work requested to be done as shown by Permit Number P20060711 has been completed. Location: 5 TREASURES P1 Tax Map Number: 523400-302-008-0001-051-000-0000 Owner: AMEDORE GROUP, INC. Applicant: AMEDORE GROUP, INC. This structure may be occupied as a: Garage - 1 Car Attached By Order of Town Board Townhouse TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property f ‘l owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building& Codc Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development- Building& Codes (518) 761-8256 ()Del BUILDING PERMIT \ \E, Permit Number: P20060711 Application Number: a20060711 Tax Map No: 523400-302-008-0001-051-000-0000 Permission is hereby granted to: AMEDORE GROUP,INC. For property located at: 5 TREASURES P1 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: AMEDORE GROUP, INC. Garage- 1 Car Attached 1900 WESTERN Ave Townhouse $17,500.00 ALBANY,NY 12203-0000 Total Value $17,500.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2006-711 Permit renewal fee paid thru 9/21/2013 BUILDING 1 - 5 TREASURES PLACE (DOWN,LEFT) 1234 SQ FT CONDO WITH 260 SQ FT ATTACHED 1 CAR GARAGE $198.76 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,September 1,2013 (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 eensbu T s�:y, September 21,2006 SIGNED BY c ( for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY ET 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060711 Application Number. a20060711 Tax Map No: 523400-302-008-0001-015-000-0000 Permission is hereby granted to: AMEDORE HOMES For property located at: 314 BAY 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: AMEDORE HOMES Garage 1 Car Attached 1900 WESTERN Ave Townhouse $17,500.00 ALBANY, NY 12200-0000 Total Value $17,500.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-711 BUILDING 1 5 TREASURES PLACE (DOWN,LEFT) 1234 SQ FT CONDO WITH 260 SQ FT ATTACHED 1 CAR GARAGE $198.76 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, September 21, 2007 (If a longer period is requin:d,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 n of ens ;/ jr , • eptember 21, 2006 d SIGNED BY Nok. for the Town of Queensbury. • Director of Building&Code Enforcement:;; .. 4. E-„-rn • C IL .a), idi,,c / ONLY e.............. OFFICE USE TAX MAP N0. 0. • - ` I 1 PERMIT N0. to FEES: PE• IT2�, R REA blo f TION J ' `'�' .7.6.7).-..�� --T-- ENGINEERING � .......4..o./.‘2,60.�AiT�Fa ,. . r L !�ALL- // � (!f applicable) , hill PRINCI 'AL STRLECT'u.R.E: APPLICATION FOR ZONING APPROVAL & BUILDING A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PERMIT REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.APPLICATION IS SUBJECT TO APPLICANT/BUILDER:iimerince....._61:abccs OWNER: Same_ ADDRESS: r • _ r A U /11t1- v N'� /2203 ADDRESS: SCS yy� PHONE NO PHONE NOS. yyl p CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 1��,� PHONE: LOCATION OF PROPERTY: 3 --) ) e_ , SUBDIVISION NAME: A AA PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR F x PROJECT O 0 p cc d d W t 0 2 � � Q � U' � � � FQ— � � U 111X/JA) � ,o, t. O � SINGLE FAMILY CI. _ °c MEW . 4, leflf TWO-FAMILY MULTI-FAMILY (NO.of UNITS_ TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHE GARAGED 2,3) OT 260 HER 26 " IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:.146:02________ FUEL TYPE: HEAT TYPE: "HOW MANY FIREPLACE(S):a si t 4 AND/OR WOODSTOVES(S): ZONING CATEGORY: M �S THERE WETLANDS ARE ) ON THIS SITE?____yea______ IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: MC I AO 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office ,� of B 3-LGL 1 1.05 `4 Queensbury• Community Development Office • 742 BayRoad,, Queensburu. NY y 9Rnd ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ND ARE THERE EASEMENTS ON PROPERTY? 14/ /1y er seplervi--`5 I acknowledge no construction activities shell be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true end 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 tome above. Signed ;- 4-- / Director.of Buiidin nd es•...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 Application: zoning Laws of the Town of Queensbury.4,fir.. / 0,411111° BUILD I'G CODES AP-�i`AL. • � ZONING APPROVAL DATE 0 DATE QUESTIONS? CALL 761.8256 OR EMAIL Cds UlBensbuN het VISIT OUR WEBSITE FOR MORE INFORMATION WWu aunt IYS:�1F.a na l� ...te1 a y MUM of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 .---S0 � ,S /-4C— OFFICE USE ONLY L)i• yCi TAX MAP NO. / PERMIT NO. 06 �/f t/ PERMIT FEE ;' ' r,-- - `' ,-;r.--,-",,, , APPROVALS: ZONING OW $RK ' .17 , #..„A; ��rr , APPLICATION FOR SEPTI FIS?) SAL SYSTEM PE `' : RMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECXTO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. ) A p r u fL i- t �.�2t� Co c,.( t PvN,rrn PLA-,-i OWNER: A . .0 r0 6 h1vyn.4-S / INSTALLER: A '' ,_ADDRESS: 1' OO lhx '� .c.p. V-' AADDRESS: Y• 4 l-hw vJ � , /0.1,A o 3 : PHONE NOS. SI Sr ILI -"L,- / j PHONE NOS. LOCATION OF INSTALLATION: L i it6Q YEAR BUILT NO. OF X I COMPUTATION= . RESIDENCE INFORMATION: BEDROOMS i = I TOTAL DAILY FLOW 1980 or older ' X fi - GARBAGE GRINDER 150 gallon per bedroom INSTALLED? ' 1981 -1991 X 130 gallon per bedroom _ SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS 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). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. / SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM: (If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. i NOTEICTRAL ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN Ii 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 QUESTIONS ? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes©queensburv.net IVISIT OUR WEBSITE FOR MORE INFORMATION /ft.( . i ,;2- cj www.queensburv.net Signature of Person Responsible Date • 3LY�' } Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Id--d-pir) Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: 9/-)-9/rte 13 Queensbury Building&Code Enforcement Arrive: am/pm Depart: — Jin 742 Bay Road,Queensbury,NY 12804 Inspector's Initic.L ` NAME: til K 1 L PERMIT#: --q lI LOCATION: t t -L -~ 5 i` -SSL^f 5 l'(l',Ce—" DATE: V;25-(d_oi 3 0-4- V z N NA COMMENTS: Chimney Height/ "B" Vent / Direct Vent Location Plumb Vent Thru Roof Minimum 6" / Roof Complete , Exterior Finish Complete /Finish Grade 6" In 10' Drop Interior/Exterior Railings 34 Into 38 in. / 36" Landing, / Decks, Porches V Exterior Handrails, Balconies, Landing 30" Or More k/- Interior Interior Handrails Balconies / Landing 30" Or More V Interior Handrails Stairs 1 or More Risers Guardrails 42", Ballisters 4" Minimum Spacing Vestibules For Exit Doors > 3000 sq. ff. _ / Doors 36" / Lever Handles V Headroom 6' 8" on Stairs p7 Bathroom / Kitchen Watertight Smoke Detectors: Every level, Every bedroom Outside every bedroom, Interconnected Battery 7 Backup _ _ Carbon Monoxide Alarm - lowest sleeping level ►,/� Bathroom Fans / Plumbing Fixtures Complete N Foundation Insulation Fire Separation, 3/4, 1, 2 hr. Fire Walls 1, 2, 3 Hour/ Fire Door 3/4, 1 '/s, 2 Hour Handicapped Accessibility / Handicapped ✓' Parking/Signage Gas Log In Sealed or Glass Enclosure / Gas Valve Shut-Off Exposed / Regulator 18" Above / Grade v- / Gas Furnace Shut-Off Within 30 ft. or Within Line Site �+/ Oil Furnace Shut-Off at Entrance to Furnace Area Furnace / Hot Water Heater Operating / Fresh Air Intake 1 f Low Water Shut-Off for Boiler / k Relief Valve, Heat Trap / Water temp 110 Degrees Max. , Garage Fireproofing Complete, Penetration Sealed Furnace In Separate Room / Protected (In Garage) k4 Light Ventilation per Room /Safety Glazing V Attic Access 30" x 20" x 30" (H) / Crawl Space 18" x 24" 1./ V Final Electrical Site Plan/Variance Required / Final Survey Plot Plan / Flood Plain Certification, if Req. t, As-built Septic System Layout Required Building /Apartment Number on Building or Driveway i. / Build Access All Sides by 20', Driveable Surface 20" Wide ``+ f Okay To Issue Temp C/O or Permanent CO (circle one) Okay To Issue C/C L:\B&C APPLICATIONS-OFFICE USE\MULTIPLE DWELLING.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: (21--- NAME: 2f—NAME: _A LOCATION: 5,),q, , 1 f\ PERMIT#: 0(0= 7 / 3 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: C22, Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS1Final Survey Zoning Administrator.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: a Queensbury Building &Code Enforcement Arrive: am/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: i e PERMIT #: O LOCATION: 5 ts s r INSPECT ON: ,P' , TYPE OF STRUCTURE: • • Y N ` NJAJ 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 sulation /Residential Check/Commercial Check yvek 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 1 No duct tape COMMENTS: 1)\/37325Q-J-- ( -L‘ u)-1/A/1./q - iz-i),6 l'1"(4•11A5 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pmt Depart: - am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: A-71 e PERMIT #: 0((7 -- ,7// r nrATlr KI n < m INSPECTN 1`d' I J � 3z TYPE OF STRUCTURE: __�._...�. Y N N/A 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 (7) 50 P.S.I for 15 minutes $i sulation / Residential Check/ Commercial Check yvek or Similar Exterior Sealant Pro•er Vent, Attic Vent Door/Window Sealed (No Insulation) V 7) Duct/ Hot Water Piping Insulation If re•uired unheated s•aces Combustion Air Su• •I for Furnace Duct work sealed properly / No duct tape ��Imo' - ti� v (5,-<--1/442. 0 - -k � COMMENTS - '32 0 61. L.1,-.:--1A-P--A-P-LiA- -- 1 \ utiA/104 --1 (6 Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspection Report I - 2 Office No. (518) 761-8256 Date Inspection request received: $' ' (;) l 3 Queensbury Building &Code Enforcement Arrive: am/pm Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , l l) NAME:_ �,'l jti� /J_ PERMIT#: ,2_a 1 7/ LOCATION: %-i- i 1S t. 3 - INSPECT ON: 15 TYPE OF STRUCTURE: ';`�1�`I�-� � — f3J' ' AV N/A COMMENTS: Framing Attic Access 22" x 30" minimum ��� ,BLA • f 1/L;-A' Jack Studs/ Headers / Bracing / Bridging i/ 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 V Firestopping ` Penetration sealed V 16 inch insulation in cavity min. Garage Fire Separation House side '/z 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:\Building&Codes Forms-OLD\Buildinc&Codes\inspection Fom's\Framing Firestopping Inspection Report.:lac 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 Departs`' . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: l . NAME: m �_coo r-6 PERMIT #: C9b- ii j LOCATION: 5 --(n diet INSPECT ON: -1- /3 TYPE OF STRUCTURE: nom, 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 I 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 Insulatio Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I 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: 1 Queensbury Building & Code Enforcement Arrive: (O a /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: f Medit&f' PERMIT#: tO—17// LOCATION: r e ca.s , pt acid. INSPECT ON: TYPE OF STRUCTURE: Gp Y N N/A COMMENTS: Framing D (v+ '�� Attic Access 22" x 20" minimum ., I73 / Jack Studs /Headers Truss Specification Provided -111 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 11/2 (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 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 '1424 Foundation Inspection Report /--30 Office No.(518)7614256 Date Inspection request received: �!' `a0/ 3 Queensbury Building&Code Enforcement Arrive: _am/p Departs 'g am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 44re' FERMI . LOCATION: l,0c.clA,-e:2 ?(& CT ON: 4/1671141 3 TYPE OF STRUCTURE: �- Comments Y N N/A Footings Piers o-1 Monolithic Slab Reinforcement in Place ! V dU(o-73 The contractor is res onsTible for _ k providing protection from freezing j for 48 hours following the placement of the concrete. ' Materials for this purpose on site. C-Cn-2 , d--cr• ok.`44-"Acib Foundation/Wallpour Reinforcement in Place I 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 Report.doc Last printed 12/20/2005 9:24:00 AM C.) 5-e i[) j6- 1-2 -- Foundation Inspection Report ��-- Office No.(518)761-8256 Date Inspection request received: ?4 )�2 3 Queensbury bury Building&Code Enforcement Arrive: am/p Depart; pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: < ~ ' NAME: PY'r', PERMIT#: C)(O -7 1 I a L;-`71 Li LOCATION: \ a`h,r > INSPECT ON: 4://I(N/l TYPE OF STRUCTURE: Comment' svrc-S �L . Y N N/A �,► u r E') Footings Piers c-eNS "-P-5Li 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 /' " Cast/Copper •undation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Foam\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (.4)-- Foundation Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart. 1 `,)im/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: - NAME: PERMIT#: LOCATION: 1 /La �n F 1;J( INSPECT ON: A\CA TYPE OF STRUCTURE: Comments LO - 13, 1 `7 Y N N/A -1 3 I ✓ Footings Piers 4 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 InsulatiInteri 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 -(' t 1-3 Cad Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:C ‘ 1 am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 4 r v= NAME: PERMIT#: I - LOCATION: I / AP j INSPECT ON: ?FAS TYPE OF STRUCTURE: ( ,LD I 61(.T A Comments 6 R Y N N/A Footings 31 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:\Buliding&Codes Forms\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/pm Depart: .\ lam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: i /C,' NAME: 14) l19 1_ i✓ PERMIT#: 0(9 7 //✓/ LOCATISP IN ECT ON: 4/ / /3 TYPE OF STRUCTURE: BsICif I Comments 70,41/' Y N N/A Footings l Ni 3 I Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing f for 48 hours following the placement of the concrete. Materials for this purpose on site. 'inundation/Wallpour / _ Reinforcement in Place V Footing Dowels or Keyway in place C Y 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 Last printed 12/20/2005 9:24:00 AM I FLLut 10 4 ( ek, 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 s Initials: 1 NAME: &-Cr'(\ 'do r PERMIT#: O 4 7/ / LOCATION: f rINSPECT ON: -/3 TYPE OF STRUCTURE: Q ./,1 Comments & a ( N/A a I 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 ✓ - '`t--C2-\15 Footing Dowels or Keyway in place V 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\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM