Loading...
2005-752 TOVN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050752 Date Issued: Thursday, September 20, 2007 This is to certify that work requested to be done as shown by Permit Number P20050752 has been completed. Location: 340 CLEVERDALE Rd Tax Map Number. 523400-226-012-0001-071-000-0000 Owner. ROBERT & EILZABETH BIRCHENOUGH Applicant: ROBERT & EILZABETH BIRCHENOUGH This structure may be occupied as a: Residential Alteration 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 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building& Codes (518) 761-8256 BUILD N PERMIT Permit Number: P20050752 '�kpplication Number: A20050752 Tax Map No: 523400-226-012-0001-071- 0- 000 Permission is hereby granted to: ROBERT & EILZABET IRCHENO GH For property located at: 340 CLEVERDALE in the Town of Queensbury,to construct or place at the above location in accordance with application together i plot lans and other ' formation hereto filed and approved and in compliance with the NYS Uniform Buil g Cod s and the Que sbury Zoning Ordinance. e of Cons coon Value Owner Address: ROBERT &EILZABETH BIR HE 340 CLEVERDALE Rd esidential teration $100,000.00 CLEVERDALE, NY 12820 otalval $100,000.00 Contractor or Builder's Name /Address ec 'cal Inspection Agency In Plans& eci t bons A2005-75'2 1380 SQ FT RES TIAL AL E ON(CHANGE CRAWL SPACE TO FULL BASEMENT $138.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, May 01, 2008 (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 of eensb n y, May 01, 2006 SIGNED BY 4for the Town of Queensbury. Director of Building&Code Enforcement Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury, NY 12804 Recreation Fee Dave Hatin, Director codesQaueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subiect to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder ° � 0n,�Q 6& Owner: Address: 61 YQ lip Address: /a , G1�9 VI-ACfQ Home Phone: Vq 3s Home Phone: 65 4 —3 trpg Email Address: Email Address: c zL Cell Phone: `�"7 l Cell Phone: FAX Phone: 3 24 6 _ FAX Phone: C"6 — l Person responsible for supervision of work with respect to building and codes compliance: Name: Q yt v,n Inc+,Lk 41 v 1 r�^^__ Address: Sce. 10 c7_s a 10*V c- Phone, P� Location of proposed construction: Lot No. Legal Address: c Tax Map Number: 21(0 , 1 Z— I — 6 Z Subdivision Name: /V ,119 Estimated Cost of Construction: $ Proposed construction is for: Residential Use _Commercial Use Name of Business: If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction V Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. sq.Ft. Square feet Height wee ° Ft.&in. Single-Family Dwelling Two-family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing _ them -80 Attached Garage 1, 1 3 ..�� Type of Heating System: Electric, Oil, Wood, Forced Hot Ai , Baseboar , Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes g_- No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new nstructi n Dot er= C>� Applicant/Builder Signature: The application of - fed ftV14 hereby approved and permission granted for the construction, reconstruction or a eration f diccessory structure as set forth above. Date: "' �'� _bAuthorized Signature: ff L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Appli tioti doc V:12/14/04 Queensbury Building & Code Enforcement - Residential Final Zspection Office No.(518)761-8256 Arrive: _;�, l) am/p Depart: am/pm Date Inspection request received: Inspector's Initials: F; NAME: l ~� PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location J�/ Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet bf 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 Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batterybackup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s . ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc PAV FE Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: 9)`o am/pm epart: am/pm Date Inspection request received: �//Z/ 0? Inspector's Initials: — NAME: j v, Q i A PERMIT#: (} o �. �— LOCATION: Z,�.( ("1 C L,t ,tZ4) DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building 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 Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers 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 Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/;/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan IV6 4; Ma As Built Septic System/Sewer Dept.Inspection Sticker !.�-/ b,+�►<� Site Plan /Variance required 0- Flood Plain CertificationjiLzqguired 1 Okay to issue C/C o mpor /Permanent L:\Building&Codes Forms\Building&CodesUnspection Forms\Residential Final Inspection Form revised 100405.doc Foundation Inspection Report C Office No.(518)761-8256 at Ins tion quest received: -71"J6-7 Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto Initials: =1� NAME: � � ov(/ '- / PERMIT#: — LOCATION: U- INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is respo i le 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 po!y for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins ecti request received: Queensbury Building&Code Enforcement Arrive: am/p�n Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect s !als: NAME: f PERMIT#: 05 � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings etc 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\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 rye quest received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 81 4e PERMIT#: LOCATION: INSPECT ON: z t)7 TYPE OF STRUCTURE: Comments Y N I N/A { *7 Footings G cmk FOR, `. 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 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 f Queensbury Building & Code Enforcement - Residential Final Inspection f Office No.(518)761-8256 Arrive: m part: am/pm ` Date Inspection request received: — Inspector's Initial -� NAME: 60 rch e,� 0"1 ` PERMIT#: LOCATION: O �i)�a A ��� DATE: ,// 7 TYPE OF STRUCTURE: "T �— Comments Yes No NIA Building Number/Address visible from road / 2 �m ChimneyHeight/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers 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 Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches hei ht in accessible area Crawl Spaces 18 inch x 24 inch access, I s .1-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%:"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed ro erl Gas Logs in Sealed or filassknclosure Final Electrical 6 Final Survey Plot P As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Framing /Firestopping Inspection Report Office No.(518) 761-8256 Date Insp ctio equest received: Queensbury Building&Code Enforcement Arrive: am/pm D art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector s Initial NAME: k3 t a C.W PERMIT#: LOCATION: Qt_ C--0E' C 7 INSPECT ON: a% TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers I Al P Bracing/Bridging �j Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly C�_ 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'lz 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 '/z 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 Lax - J / Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: .A---�Cn/pm - Depart: amlpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �. NAME: Get C oc, ( PERMIT LOCATION: tG 1 (- 0 INSPECT ON: C7 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 Fo nation Dampproofing foundation Waterproofing � 9 FootingDrain Daylight or Sump r,'- �L l Footing Drain Stone: 12 inch width 6 inches above footing 6 mil pol y 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 f3. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report doc Last printed 12/20/2005 4:24:00 AM i Foundation Inspection Report Office No.(518)761-8256 Date Inspectio request received: Queensbuty Building&Code Enforcement Arrive: am/pm n� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials. NAME: r PERMIT#: J' Z LOCATION: G INSPECT ON: ' TYPE OF STRUCTURE: Comments F Y N NIA Footings � C 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 8. L:\Building&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 In tiojrrequest received: G 7 Queensbury Building&Code Enforcement Arrive: S am1�m � Depart. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials:' NAME: Fm r-t ek'at PERMIT#: LOCATION: 0 INSPECT ON: 7AA< .4 AeLl S ryej TYPE OF STRUCTURE. l4 Y N NA Footings Piers a �&' C-1/L 1 S G 1��12G S Monolithic Slab Reinforcement in Place The contractor is responsible for 60 n �-VU.uflA;�16 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 F 'on Watetproof�ng Footing Drain Day Wi t or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil po dy 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\Buiiding&Codes FormsWilding&Codesunspection FoPWOund*10n Inspection Report.tbc (vast primed 12/20/2005 9:24:00 AM 1(D r l 2 7Au r-,so� s-//®10�. Foundation Inspection Re rtI7 Po Office No.(518)761-8256 Date Inspectio uest received: Queensbury Building&Code Enforcement Arrive: pin Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: V P& NAME: �)Y' t� PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Footings Y N NA 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 Foundatlon 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\lnspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -Z/ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:2! !�S am/pm Dept: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: T§;;2 ,t.�, PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y.Footings N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materi on site. Foun on/Wallpour Reinf 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\Bullding&Codes\Inspechm Forms\Foundation Inspection Report doc Last printed 12/20/2005 9:24:00 AM Foundation InspecV- nReport Office No.(518)761-8256 Date Ins request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto NAME: 1 PERMIT#: ^� LOCATION: INSPECT ON: TYPE OF STRUC . Comments Y N NIA 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 Fo fin8 Foundation Waterproofing t Footing Drain Stone: 12 inch width 6 inches above footing 1/ 6 mil p2ly 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\Buiiding&Codes\Ingection Forms\ oundatio►Inspection Report.doc Last printed 12/20/2005 9:24:00 AM .22 Foundation InspeLctibn 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: T PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: mmenb � Y N N/A Footings Piers l Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement Of the conc Materi r this pluwA on site. Foundati n!Wallpour Reinforcement in ace Footing Dowels or Keyway in place Dam PP 8 roofin At— Foundation Foundation Waterproofing �- Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil po,jy 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\Buiiding&Codes\inspection ForrWoundatiOn inspection ReporLdoc Last printed 12/20/2005 9:24:00 AM 1411eE:SDA-IV Z/// Foundation Inspection Report Office No.(518)761-8256 Date Ins ti west received: Queensbury Building&Code Enforcement Arrive: . -' - am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's itials. e �V11 NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materia or sp site. F /Wes*. Reinforcement m 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 f t. L:\Building&Codes Forms\Building&Codes\Itu on Forms\FoundaWn Inspection Report.doc Last printed 12/2012005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date I r v Queensbury Building&Code Enforcement Arrive: Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: LOCATION: 4. ( _ SPECT ON: L �T TYPE OF STRUCTURE: Commenb Y NA outings Piers �---� Monolithic slab `K( V Reinforcement in Place The contractor is responsible for providing protection from free i g for 48 hours following the placement of the concrete. j� Materials for this purpose on site. Foundatio Wallpoa 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\Buiiding&Codes\inspection FomnsWoundWon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM --7 41- IZ11C) 2- - �/ Foundation Inspection Report Office No. (518)761-8256 Date Ins , tion a est received: Queensbury Banding&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's Initials: � ,. NAME: j, PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments 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:\Building&Codes Forms\Building&Codes\lrgxx w Forms\Foundadw Inspection Report.doc Last printed iZ/20/2005 9:24:00 AM Foundation Inspection Report 2� Office No.(518)761-8256 Date Inspection equest received: Queensbury Building&Code Enforcement Arrive: ; � p Depart: am/ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �� P NAME: _ � t�Cl�l C�v d Cif L'( PERMIT#: CS-i / �i—' LOCATION: G Cam- c INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab d T 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\Foundadon Inspection Report.doc Last primed 12/20/2005 9:24:00 AM Foundation inspection Report Office No.(518)761-8256 Date Ins ion request received: ��� Queensbury Building&Code Enforcement Arrive: r aMI13M Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto is Initials: NAME: i a i " A out- PERMIT#: 0 `7 S 2" LOCATION: INSPECT ON: 1- 7 TYPE OF STRUCTURE: Comments 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 purp9se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Wetsrproofing ` Footing Drain Daylight or Sump F ' g Drain Stone: 12 inch width 6 inches above footing 6 mil p2ly for wet areas under slab ll A13MVW Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&CodeWnspection Form Woundaiion Inspectbn Report.doc Last printed 12/20/2005 9:24:00 AM 6 - /0 . �7Avrs A312 Foundation Inspection Re Office No. (518)761-8256 Date InsDoequest received: Queensbury Building&Code Enforcement Arrive: p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: ,T . LOCATION: INSPECT ON: TYPE OF STRUC . Comments Y N NA VrFo�ofinpers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for ollowing the placement oft�_�ncr. Materials for this site. Foundation/Wallpour enforcement 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\Bullding&Codes\Inspection Forms\Foundation Inspection ReporLdoc Last printed 12/20/2005 9:24:00 AM � LdAatZiotn (ction Report Office No.(518)761-8256 Date In do rest received: Queensbury Building&Code Enforcement Arrive: pm„ n / _Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's Initials: NAME: l '� � PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments 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 F ' -Wing IX 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 F+a_. ' ;Insulation Interior Exterior R. JrO Rough GrAde 6 inch drop within 10 L:1Building&Codes Forms\Buikfing&Codesllnspection Form Woundation Inspedfon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report /� /- 3 C, ✓ 4 Office No. (518)761-8256 Date Ins n request received: 3, '^' Queensbury Building&Code Enforcement Arrive: am/ part: am/pm 742 Bay Rd.,Queensbury,NY 12804 Ins or's Initials: NAME: PERMIT#: 7 LOCATION: G� INSPECT ON: 3 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. -blall 'als 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 R. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection ReporLdoc Last printed 12/20/2005 9:24:00 AM undation Inspection Report Office No.(518)761-8256 Date Ins request received: 7 Queensbury Building&Code Enforcement Arrive: r-. am/pmDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: _ O �_ — LOCATION: SPECT ON: TYPE OF STRUCTURE: 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 Famdation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing ' for wet areas der slab Bacicfi proval At-,-� P umbing Under SlaO 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 ReporLdoc Last printed 12/20/2005 9:24:00 AM 6--/0 7/0 , 1-3/%Z//0�7 r Foundation Inspection R Office No.(518)761-8256 Date Ins tioyrequest received: Queensbury Building&Code Enforcement Arriv . . am/pm De rt: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's Initials: NAME: PERMIT#: � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA Footings , iers 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. U\Building&Codes Forms\Buiiding&Codes\1nspection Forms\Foundation inspection Report doc Last printed 12/20/2005 9:24:00 AM 1-."5 . l� sd �/i/a7 Aough Plumbing / Insulation inspcktion Report Office No. (518) 761-8256 Date Inspe r uest received: . Queensbury Building & Code Enforcement Arrive: r/am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: s" NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping �)AA— ( �P.S.I 5 minutes Insulation Re idential Check Commercial Check Proper Vent is Vent -Duct ater Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly]_No duct tape COMMENTS: LAPam Whitinouilding&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pt Depart: am/gm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ��..11 NAME: 101000 PERMIT#: � / `�5 LOCATION: C— O INSPECT ON: 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 the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforce in Place Footin If 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. UXBuilding&Codes Forms\Building&Codesunspection FormsXFoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /--3 Z: �/�?1 Foundation Ins tion Re�rt P� Po Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: I PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA Footings 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 8. L:\Buikhng&Cades Forms\8uiidin9&Codes\InWxt W FWM\Fourx'WW Ir qX dion Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / nsulation Inspection Report Office No. (518) 761-8256 Date Inspection equest received: Queensbury Building & Code Enforcement Arrive: '. am/p rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 10i PERMIT #: 62�77 7� LOCATION: &4JO C4dex24Z=e INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air ad P. fN 15 minutes Insulation esidential Check Commercial Check 1 A-L1�- t Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (518)761-8256 Date Inspectio request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: i J r�Cl�(6—A) h (U PERMIT#: 7 5 LOCATION: Cam—+. - / G ✓J. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings l� 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 Fonms\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 InsPtio iruest received: / Queensbury Building&Code Enforcement =t7ef-t2- Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Initials: . NAME: b . `'1 PERMIT#: LOCATION: "�� -s/ 1t (Cb . INSPECT ON: TYPE OF STRUCTURE: Comments 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 on site. oundation 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 Wilding&Codes FormsWilding&Codesunspecbon FormsWoundadon Inspection ReporLdoc Last printed 12/20/2005 9:24:00 AM 2 - q UE-�VJ ES-A C>h e V Foundation Inspection Report Office No. (518)761-8256 Date Inspects uest received: Queensbury Building&Code Enforcement Arrive: am// Depart; am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's Initials: I`'L NAME: PERMIT#: — 7f 5? LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA Footings Piers Monolithic Slab Reinforcement in Place j 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:\Bullding&Codes Forms\Building&Codesunspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 0 Close 7C� Office No. (518)761-8256 Date Insertion request received: Queensbury Building&Code Enforcement Arrive: It , (O am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: 61�-dN PERMIT#: 0 5 7 '�- LOCATION: I i-/ IN INSPECT ON: a TYPE OF STRUCTURE: Comments Y N N/A Piers Monolithic Slab Reinforcement in Place /L The contractor is responsib a or 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 p. WB 1 Ark (1L Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bwkfill Approval 14L— Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/ nor . R- � ,_. l Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buliding&Codes\Inspedion Forms\FourKWw Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7-// � /12 e Foundation Inspection Report Office No. (518)761-8256 Date Insp�tiwnpluest received: Queensbury Building&Code Enforcement Arrive: �A�am/ p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804Ins os: NAME: /�J f` 1 fo1�J PERMIT#: 0,5-- LOCATION: 41 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 following the placement of the concrete. a r s p site. Foundation/Wallpour f 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 R. L:\Building&Codes Fomts\Buikfing&Codes\Inspection Fcxms\FoundWon Iron Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Repo Office No.(518)761-8256 Date In io equest received: Queensbury Building&Code Enforcement Amve: - Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's itials.. NAME: he�00 r, _ PERMIT#: ��'—5 LOCATION: i INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab Reinforcement in Place ' The contractor is respon iblef for providing protection from freezing for 48 hours following the placement A � G 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 p2ly 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 R. L:\Buiiding&Codes FormsXBuiiding&Codes\lnspection Forrns\Foundabon Inspection Report doc Last printed 12/20/2005 9:24:00 AM --�,/ /d(DNL)i-".'/ / l 6/0 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: pa A PERMIT#: 5 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic 'Weinforcement in Place The contracto nsible 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-1 Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&CodesWgxxtion Forms\Foundabon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection eport �r l ` Office No.(518)761-8256 Date Ins tion re received: Queensbury Building&Code Enforcement Arrive;C `xmlpri� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials. ` NAME: za PERMIT#: � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA Footings ('-P Monolithic Slab Reinforcement in Place-2 The contractor is responsible trr 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 Fonnns\Buiiding&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 Ins tiony_cpest received: Queensbury Building&Code Enforcement Arrive: . D S am/pV Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials- 0 NAME: r PERMIT#: C LOCATION: 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 following the placement FA, of the ncrete. i2 N aten s or u 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 8. U\Building&Codes Forms\Building&CodeAInspection Forms\FoundaWn Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection ReportrZ! . Office No.(518)761-8256 Date Ins ti request received: !A U V` 3 �� Queensbury Building&Code Enforcement Arrive- am/p�i Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's�Initials: NAME: M '�Lj�j6l—f' PERMIT#: LOCATION: INSPECT ON: IIUi , 1 t� ZZ- TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab 7orcemerit in Tfhe contractor is respo ible for viding protection m freezing 48 wing the placement of the concrete. Materials tm1bjAXurpose on site. Foundatio Wailpour ,r e Reinforceme ace Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report J,r Office No.(518)761-8256 Date Inspection r u eceived: t, Queensbury Building&Code Enforcement Arrive: Si/pm l 'Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's itials: .l NAME: r e,Y,J IA t, PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A 'r� Footin � �-L.r- S •� "" �f�� 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 pRMse 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\Founds W Inspection Report.doc Last printed 12/20/2005 9:24:00 AM FROM-X'G I FFORD ENGINEERING PHONE NO. : 518 382 5494 Jul. 16 2007 01:30PM P2 DP-45 S f T6 t tc> VFW ' F RtYl G I FFORD ENG I I4EER:NG PNC E NO. = 518 382 547F4 Mar. 14 2007 01:41 PM PZ GtF'):pRD �EWNt:, Gavtechnica!&GcvcnvirnnrnanralServicec h4arcb )4,2007 Mr.Tom Joslin Construotion Tochnotogy 4 William St Ballston Lake,NY 12019 Re; Transminal of Underpinning Sketch, Basement Installation, Bir.chenough Residence, 340 Cloverdale Rd,Queensbury,NY,fide Xo.06102 T have cnolosed it sketch of underpinning into nded for the east wall at the referenced project. If I can be of further assistance in this matter,please contact rAe_ T yours, G ord fing' r g Qr ry ffor hD PE P ent �`�t� cc QWAA Mulholland Dr. &Mrs. $it+chonovgh $75 Pume Road Niskayunt,NY 12309-2909 Tal I.513)382-2545 �fox-(519;382.5494 FROM' : G 1 FF'ORU ENG I NEER I NG PHJNE NO, 519 3C2 5494 Mar, 14 2es-17 01::+1PM P3 . . � `�. �r��t=,.-1i....... �''� /�''�r'� �'`C�.�.�Lc��i.c,td .i(t�".�e/l�"*��.... �•. ' , ��' 1`t C.._ �\E4'.F�.'.T• - A�t�i `r"E•rnC►vG' �r� �G����' Fr j 4f C t Ti i { '1 I _ i I L. 3 vi®�t �a .` t LV. it 1 G �a LYS clot/ IM► 1 140 ry'. � E. `9 �.rcpsS �S o� View I rr, �e,�� �: nr_- ..n rr _ -n rr T",�r,n.-- ,..a. •rT nn� ++-T trn FROM : GIFFORD ENGINEERING PHONE NO. : 518 382 5494 Jan. 02 2007 10:22AM P1 GIFI'QRD QN_QINU.FRIN Georechnical&Geoenvieonmental Services December 29, 2-006 RECEIVED Mr. Torn Juslin JAI � Construction Technology TOWN Ur uuttivz>i3URY 4 William St BUILDING AND CODE Ballston Take,NY 12019 Re: Transmittal of Geotechnical Engineering Sketches, Basement Installation, Birchenough Residence, 340 Cloverdale Rd,Queensbury,NY,Tile No, 06102 Gentlemen, I have enclosed geotechnical engineering sketches for the referenced project. The sketches address the drainage recommendations as foundation drainage and a crass section for excavation adjacent to the slab on grade portion to the west of the building. If I can be of further assistance in this matter, please contact me. Ci x Engineerrh � ter, &Mxs. B,zci-?eri 875 Pearse Road Niskayuna,NY 12309-2909 Tel:(518)382-2545 Fax: (518)382-5494 ^ ✓4 FROM GIFFORD ENGINEERING PHONE NO. 519 382 5494 Jan. 02 2007 10:23AM P2 r r 9 p'--i it'n! a?., f u o n.l T)y�J%Z: I�i'1k� t C`G^"nCT 7 WOOD l r �s j i Uv c VA n 'r a� �l/ C:!�i!i ��IZ..4!:�`,•p �`l'1.i ry"'.�,... _ :2,,;,M.r,.�.ww- _ •� !`�+ �FL�C. �:tk_.. C. ✓'S l'3 Alb �•...• � .7 �. // AtA F r 3 %3'G7tilc �ti (mil`• - X.` >P:.*LlA! 77v hhCY7..iC)tc', '7t v f !] �`+ / �(yC"p,�L. fJ+'Yl3r� a� � d 4