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2011-433 iA TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Q n' Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110433 Date Issued: Monday, December 10, 2012 This is to certify that work requested to be done as shown by Permit Number P20110433 has been completed. Location: 89 EVERTS Ave Tax Map Number: 523400-302-008-0002-004-000-0000 Owner: PAMAL BROADCASTING LTD Applicant: TREEMONT, LLC This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (---" J / 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&Code Enforcement or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FOS Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110433 Application Number: A20110433 Tax Map No: 523400-302-008-0002-004-000-0000 Permission is hereby granted to: TREEMONT. LLC For property located at: 89 EVERTS Ave 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: TREEMONT, LLC 6 JOHNSON Rd Commercial Addition $100,000.00 LATHAM,NY 12110-0000 Total Value $100,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-433 AM RADIO TOWER $150.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 14, 2012 (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 T Queen�ury;' /Wednesday, September 14,2011 SIGNED BY c�1 ,'I for the Town of Queensbury. A Director of Building&Code nforcement ow 302 4E-2 ___Zi OFFICE USE ONLY TAX MAP NO. QTS PERMIT NO. //433 �� ' ' AUG 1 7 2011 es FEES: PERMIT 'ie RECREATION ENGINEERING =. (If applicable) TOWN OF QUEENSBURY p1.0�,. ES- 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 CONSTRUCTI N. 1r M crr"- LI.G �- el�uo �� riel^srl / � � APPLICANT/BUILDER:d/ /e- (fie rl zon t,rJ/re/e OWNER: iree�12p✓ci "-C-. ADDRESS:f 7ti e4,/k,f7,s TZcJJ 7 ochesTe tV 7 /y/ Z3 ADDRESS: 4p.S017/7SW") )ac 11C,� /4t 12//0 ENOS.f � lM� - � '-��q f!Q? Z/— , PHONE NOS. MtkebCY�'o i1HON5/g -7gb-kJ fZ- r CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: S6 Me-0.4, CI j;'01,7PHONE: LOCATION OF PROPERTY: S ? L-uprl 4e_nue, Vt4 L s&'sr/ HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 91 YES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: Z 6 A Z/' 2 )I 4-7//a 11-zzi/ t 2-2 i1 � //l PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z ❑ F- APPLY TO YOUR Z � Et O di C en " w PROJECT0 0 8i- 0 = 2 1I 11 I- CO w _I LL Q U I-1-1 0 � d z O F- F- OF- � wZ Z < < - Cl) N U) O LL F- u- Cl- 2 oo 1 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR � INDUSTRIAL ATTACHED GARAGE(11,2^ "" ,,3)��(�� OTHER 01114 r \1( i 0 i1�D / Townes Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 4 i r Revised 4/14/2010 1I GIC ask P�rf e sh 'P d/61c IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:Tr b(7I 1- yer' 7�r/ (,(�t re'e., _5 ESTIMATED CONSTRUCTION COST:`WV/ ODD--- " FUEL TYPE: HEAT TYPE: /1 *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): C ZONING CATEGORY: L T ARE THERE WETLANDS ON THIS SITE? Y-C--.S IS THIS A HISTORIC SITE? o PROPOSED USE OF BUILDING OR ADDITION: , 'r 0, /7' , I I) 'e , - 4 roe{v ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 00 ARE THERE EASEMENTS ON PROPERTY? FP�- (J I `! /7 S Prul co fine s *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 facilties prior to issuance of a certificate of occupancy. I haver ad an gree to he ab ve. 4 0 SignedL I Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 r Revised 4/14/2010 € € P P € € i A A Permission is hereby granted to the above ' " This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(a�queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 ;� .Feb, 27. 2012` 9: 54AM'�`�''" MDIA, Watervliet, NY`=-✓ '�''�J�`"%:%�n'%;i�"a�:i� ;�')' .'No. 1941 'v,'P. 2/6J,v,��, Jt t MIDDLE DEPARTMENT INSPECTION AGENCY, INC. 0„2- `Ff",erVe�ettl that the electrical wiring to the electrical equipment listed below has been examined and is approved as 1.4 being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date t'i noted below and is issued subject to the following conditions, `J Owner: 11 2 ` e3• Date: 02/14/2012 J ,y Verizon , ti ,� Occupant: Same Location t t,;a 89 Events Road �� Occupancy: Queensbury, Warren Co. NY to Non-Residential tt: T. �� 14 Applicant: "' Ambrose Electric 0? 790 Watervliet Shaker Rd. • • 'r 0.) Lath r;� am, NY 12110 .. . . • . c!, L J f. C�. Richard Moon No. • :k,.. �`/. : • S 140013 4?3, 1i•,:......;.,•::-.,;.-7,,•:1 >; .?. • Vic' Equipment: �i7 2-200 Amp. Service Equipment; • 5n0.-Alii. Sefii "` 4`�' ) p. ice Conductors; 1 -200A ATS 4 42 Spat es, I -30 A Sub Panel 2- if' Spaces ,; (--'t- -3=- • Vic,. `C.y'.� 4:'.' (• sf') <l�i • • ,.r• ' I �% . 01 This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use.occupancy and ll()) above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use.occupancy or ownership >, Inspection. No warranty is expressed or implied as to the mechanical safety,efli- of the property Indicated above,tnls certificate shall be immediately null and void, (<•2 , clency or Illness of the equipment for any partiCutar purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions. 0, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department .■�. ,C�) system fel which this certificate applies be altered in any way,Including but not limit. Inspection `•l� (0 ed to,the introduction of additional electrical equipment and/or,the replacementp Agency.pInc. An application for itiate theion must be submitted revalidation n `,(33) .>. of Department Inspection Agency, Inc.to initiate the Inspection and `(.� any of the components installed as of the above (/.,. noted date,this certificate shall be process. A fee will be charged for IhiS Service. n �-- �--'�' �• • s ! :!;��:�✓tii!ti!'��.•v!'�t � '�\•��6�:\•::'..�i r :d��+-�:s��i:=°�<5=iif�ri?;%r;!'i;',;-�.*J*•�;\:r;ifs:i`�:`� Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection =• • ` y Queensbury Building &Code Enforcement Arrive:��l� aa • • / part: '".&� a 742 BayRoad, Queensbury, NY 12804 Inspector's Initial-7110r P� NAME: 1 �V�`� B� D TI G P 'MIT I —L\33 LOCATION: 3 E E_ fJA J 1 7 —1-1 Z COMMENTS: Y N NA Chimney/'B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior 1 Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Banisters 4 in. Spacing Platform I Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.wlLever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44'(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Firewans/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20*x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 In.Beyond(Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. f t•-\ As-built Septic System Layout Required or On File , Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler --® _ \p Building Access An S' by 20'/Driv dace 20'wide Okay To Issue Tem or Permanent C/O Okay To Issue CIC L:\Building&Codes ForrnstBuilding&Codeslnspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 TECTONIC CORPORATE OFFICE Mountainville, NY (800)829-6531 Practical Solutions,Exceptional Service 36 British American Blvd.; (518)783-1630 FAX:(518)783-1544 Latham,NY 12110 www.tectonicengineering.com Town of Queensbury Community Development— Building and Codes Attention: John O'Brien 742 Bay Road Queensbury, NY 12804 December 4, 2012 RE: CONSTRUCTION CERTIFICATION LETTER BUILDING PERMIT#11-433 VERIZON WIRELESS SITE NAME: GLENS FALLS NORTH—NYGLE417 VERIZON WIRELESS PROJECT NUMBER: 2010474579 89 EVERTS AVE, QUEENSBURY, NY 12804 TECTONIC W.O.: 2248.78756 Dear John O'Brien: Tectonic Engineering & Surveying Consultants, P.C. (Tectonic) conducted an inspection of the aforementioned site on December 4, 2012 to ensure general conformance with the Construction Drawings (dated January 6, 2012) prepared by Tectonic. The conclusion of our site visit is that, to the best of my knowledge, the site has been completed in accordance with the approved drawings. Two aspects of the project did deviate from the construction drawings. The proposed transformer and the proposed Verizon Wireless microwave dish were included in the drawings, but were not installed during construction of the site. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, TECTONIC ENGINEERING & SU -€ENG CONSULTANTS, P.C. Steven M. Matthews, P 11ED-AP Project Manager ,"��a ,sof...V`xa.....�a+.'s• _ '*a .i Cc: Kevin Bytner—Verizon Wireless PLANNING . ENGINEERING . CONSTRUCTION AND PROGRAM MANAGEMENT An Equal Opportunity Employer t TECTONIC CORPORATE OFFICE Mountainville,NY (800)829-6531 Practical Solutions,Exceptional Service 36 British American Blvd.; (518)783-1630 FAX:(518)783-1544 Latham,NY 12110 www.tectonicengineering.com Town of Queensbury Community Development—Building and Codes Attention: John O'Brien 742 Bay Road Queensbury, NY 12804 December 4, 2012 RE: CONSTRUCTION CERTIFICATION LETTER BUILDING PERMIT#11-433 VERIZON WIRELESS SITE NAME: GLENS FALLS NORTH—NYGLE417 VERIZON WIRELESS PROJECT NUMBER: 2010474579 89 EVERTS AVE, QUEENSBURY, NY 12804 TECTONIC W.O.: 2248.78756 Dear John O'Brien: Tectonic Engineering & Surveying Consultants, P.C. (Tectonic) conducted an inspection of the aforementioned site on December 4, 2012 to ensure general conformance with the Construction Drawings (dated January 6, 2012) prepared by Tectonic. The conclusion of our site visit is that, to the best of my knowledge, the site has been completed in accordance with the approved drawings. Two aspects of the project did deviate from the construction drawings. The proposed transformer and the proposed Verizon Wireless microwave dish were included in the drawings, but were not installed during construction of the site. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, TECTONIC ENGINEERING &SU: - YrN,G CQNSULTANTS, P.C. B f - Steven M. Matthews, P, ED-AP - :' f Project Manager tri 6)0ss�®t`10',f Cc: Kevin Bytner—Verizon Wire ess� PLANNING . ENGINEERING . CONSTRUCTION AND PROGRAM MANAGEMENT An Equal Opportunity Employer S-1 1i-1 ass Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: `' 11- •- • : -0 a Date Inspection request received: Inspector's Initi= NAME: I??c,24 A("2)& I ✓'tJ • RMIT#: /— �I 3-3 LOCATION: f mit j DATE: ‘7_- - TYPE OF STRUCTURE: PA /React/ i , 1 Du)fo,/ 3 Comments: Yes No N/A 4" Building Number Address visible from road p 9-]</.10), Chimney Height/"B"Vent/Direct Vent Location p� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade tom `1 \ - \"&-LVV\ Guard at stairwell at 34 Inches or more Guard at deck,porches 36 inches or more \—` �3 Z_k Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches ,/ Deck Bracing/Handicapped Ramp Compliant Y"�C-v` ►: (3 t t��e_ Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate 5 72-7-636-7 Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight ►/��t Safety glazing/Window in stairwells safety glazing i� L 43 , Interior Smoke Detectors/Carbon Monoxide Detectors �W..! Every level: Every Bedroom: Outside every bedroom area: • C.0 Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed property/Blower Door Test Certification !- c=,t.' R Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site �D �R #.� Oil Furnace shut-off at entrance to furnace area `Fl t--A TEc °F Furnace/Hot Water Heater operating Low water shut-off boiler OCC vi��lC4 Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodc Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/.hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving_Light Bulbs 50% Final Plot Plan Arc (�R t✓ NW Faultuft Breaker Habitable Spaces/Tamper Proof Receptacles \ Flex Gas PipeBonding �-c� =c As Built Septic System/Sewer Dept. Inspection Sticker & TC`cEC Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08; Revised 12/22/10,Revised 04/13/11 '-1D 7:4,01.-- Foundation Inspection Report �/ Office No.(518)7614256 Date i R.on /'X ,ed: Queensbury Building&Code Enforcement Arrive: :iw,,r.s,rlr� I .art: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi.i s: .& NAME: _tkd aullilliL_ 6 ftT#: ii--43; LOCATION: r- VP; tpe :,SPECT ON: 2 — /2 TYPE OF STRUCTURE: Comments Y N/A ) Footings ,k Piers Monolithic Slab . / Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. • s r this purpose on site. _ Foundation/ allpour • rcement 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:\BuHding&Codes forms\Building&Codes\Inspectfon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 6P—/D A'' eS d f/C2-7„- • Foundation Inspection Report Office No.(518)761-8256 Date Inspection req -st - -i Queensbury Building&Code Enforcement Arrive: 1- : 1, p, Depart: Fr "411:jm / 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial : .4,, NAME: ' -��izir f T#:LOCATION: kf 1-� t1 CT ON: TYPE OF STRUCTURE: Comments I i N NLA Footings R V Piers ) Monolithic Slab .- / — �,V Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. for this purpose on site. _ Foundation Wallpour Reinf went in Place Footing Dowels or Keyway in place Foundation Dampproofing - Foundation Waterproofing a 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:\Buiiding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM coo s c T v Foundation Inspection Report Office No.(518)761-8256 Datetion -' esti-.-' - 9 Queensbury Building&Code Enforcement Arrive: \oorj t . u Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti.; • ' NAME: f _ _ PERMIT#: J ' t 3 LOCATION: /`, -� f S. AL 'INLre INSPECT ON: TYPE OF STRUCTURE: Comments it/AST *footings NLS Piers Monolithic Slab .,.. 1011414Z 6C4 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 I F 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 Foundation Inspection Report Office No.(518)761-8256Date 'on r� �iv-�• Queensbury Building&Code Enforcement Arrive: :Z • /pepart: �fD m 742 Bay Rd.,Queensbury,NY 12804 's NAME: ' RMIT#: i -5 3 LOCATION: cRcA E� ��- SPECT ON: -- ZLt—1 TYPE OF STRUCTURE: Comma N N/A Footings Z R Piers _ 'C=b(2— Monolithic Slab -T- R-V,) 3T A�� x) Reinforcement in Place Erb 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 I 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 • VC,I) QI I 53 71V i' Foundation Design Summary � h r Soil'P rameters: Soil parameters per soil report by="Assumed from the boring logs by SMT, Projectt 6348" Ultimate Passive Pressure=0.133•kcf • Dimensions: Width: Wa=3.00•ft r(' Length: L,=25.5-ft 20,c be 1-o re • Depth: Da=6.50•ft Thickness: Ta=3.00•ft Concrete volume=8.50•yd3 per 3•volume=25.5•yd3 (three anchors) Material Concrete strength: f'c=3000 psi Strengths: Reinforcement minimum yield strength: fy=60•ksi Reinforcement: Quantity Size Top: mt=5 st=7 equally spaced Front*: mt=4 s =7 equally spaced (includes top and bottom rebar in front corners) #4 ties are required to be wrapped around the bars above. Anchor Steel: Approx. anchor steel Ua �a atan — 4)a=35.8-deg installation angle: Sa Da-cc-I-124n Anchor steel length(Min.) : Lin:= sine Lai„=12.4 ft a Compaction Notes: ALL FILL SHOULD BE PLACED IN LOOSE LEVEL LIFTS OF NO MORE THAN LT=12•in THICK. FILL MATERIALS SHOULD BE CLEAN AND FREE OF ORGANIC AND FROZEN MATERIALS OR ANY OTHER DELETERIOUS MATERIALS. COMPACT FILL TO CP=93•% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM="D698 STANDARD PROCTOR TEST." Additional Notes: -THE SOIL PARAMETERS WERE ASSUMED BASED ON THE BORING LOGS BY SMT, PROJECTt 6348, FOR GLENS FALLS, NY -A SUMP PUMP OR OTHER DEWATERING SYSTEM MAY BE REQUIRED TO LOWER THE WATER TABLE TO FACILITATE THE INSTALLATION OF THE FOUNDATION. C ( ±QI - -t ( - Foundation Inspection Report Office No.(518)761-8256 Date Inspection : =: J Z Lt// 7_ Quee Bbury Building&Code Enforcement Arrive: 1Z;dO;, fpm Dep : Val n an j 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini ••.'�*'��''" ``�` NAME: 1/-e(2/16'11/ L. C.. V -1-"" l� v — 3 3 PERMIT#: LOCATION: t,211 S "t '� I.-e- INSPECT ON: TYPE OF STRUCTURE: Comments Y N Footings pt Piers L C - Monolithic Slab Reinforcement in Place The contractor is responsible for C\ 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 F.• it Drain ne: rchth • ibove .• g f .` 6 ;r ';ly for wet areas er slab Bac 1 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 Inspectionrequest received: Queensbury Building&Code Enforcement Arrive: I V y()am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: &.zA4 y•e/ 4 PERMIT#: 026/1- 113 LOCATION: !.- 1/Q �^ INSPECT ON: /JL TYPE OF STRUCTURE: i Comments Y N NL IA/ Footings Piers Monolithic Slab /` 'J c f 444 ai,I�'rri /nr3ery -rCir re114r Reinforcement in Place The contractor is responsible for4efh • Sr h if at S( - providing protection from freezing for 48 hours following the placement of the concrete. atnAV ItAkt- Materials for this purpose on site. Foundation/Wallpour . , Reinforcement in Place / - /AV Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg 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/ ' •rior 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 1 i=J btu 6 fl,J 1 Foundation Inspection Report i(cC.--67` /-1C\ 9 Office No.(518)761-8256 Date i - ‘'on -.1 -,• Queensbury Building&Code Enforcement Arrive: k _i ,�� , j Depart: Z &)an 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini, : f NAME: -r– E.F L7\ C PERMIT#: 1 k – 33 LOCATION: 5 e v INSPECT ON: \ —L`R L Z_ TYPE OF STRUCTURE: Comments Footings .�--- Y � -)Li-,FP AA111-114 \/J inkCA-kcY-- 4:1— Monolithic Slab Reinforcement in Place i / , The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wailpour A 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 I Cast/Copper ` ' Foundation Insulation Interior/Exterior 11' R- Rough Grade 6 inch drop within 10 ft. /` L:LBuUdirg&Codes Forms\Building&Codes\Inspecton FomisVbundation Inspection Rsport.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion , ece' ed: I 17-- Queensbury Building&Code Enforcement Arrive: * = ` � Depart: . .1'�i m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini N .,wr2w►. , / i , e (e-ss- NAME: 3 3 i P ��G,� L,l� 1/ t p T#: ___ LOCATION: `J I:v-Y r S I P T ON: �� 1 TYPE OF STRUCTURE: Cgspments Y N — N/A Footings _ ' T 07- Piers Monolithic Slab Reinforcement in Place V 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 Waterproofmg 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 cL PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6vnch drop within 10 ft. L:\Buliding&Codes;forms\Building&Codes\Inspection Forms\Foundaatlon Inspection Report.doc Last printed 12/20/2f105 9:24:00 AM 160 OD --\1,3 Foundation Inspection Report Office No.(518)761-8256 Date Ins. 'on �� I Queensbury Building&Code Enforcement Arrive: • : .' . .art: 10117r". 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini P NAME: �� l ZC�V� 11.\\R EA.tE 5ij ' RMIT#: 11 —Lka9j LOCATION: �9 E E iKT5 E_ INSPECT ON: 1 — "7--1Z_ TYPE OF STRUCTURE: Comment Y , N NLA Footings Piers Monolithic Slab Reinforcement in Place 1 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.dor Last printed 12/20/2005 9:24:00 AM