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2013-385 OW, TOWN OF QUEENSBURY 742 BayRoad,Quecnsbury, 12804-5902 (518)761-8201 41111. Q rY, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130385 Date Issued: Monday, June 09, 2014 This is to certify that work requested to be done as shown by Permit Number P20130385 has been completed. Location: 1035 STATE ROUTE 9 Tax Map Number: 523400-296-009-0001-001-000-0000 Owner: ANTHONY & MARY FERRARO Applicant: THE FUN SPOT - CAMP FUN SPOT This structure may be occupied as a: Commercial Alteration & Addition 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 Planning Board Directo t g d *.'Aent or Zoning Board of Appeals. °► 064 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 411 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130385 Application Number: A20130385 Tax Map No: 523400-296-009-0001-001-000-0000 Permission is hereby granted to: ANTHONY& MARY FERRARO For property located at: 1035 STATE ROUTE 9 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: ANTHONY& MARY FERRARO Commercial Alteration&Additic $800,000.00 24 MC CORMACK Dr Total value $800,000.00 LAKE GEORGE,NY 12845 Contractor or Builder's Name /Address Electrical Inspection Agency • Plans&Specifications 2013-385 COMM ALT. ON 2,796 sq. ft. and Comm ADDIDITION 793 sq ft NEW CONSTRUCTION of DAYCARE 2,980 sq ft $1,426.99 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 20,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ofukens\ bury; Frid. , September 20,2013 SIGNED BY ^•.. \ for the Town of Queensbury. W . • v• . Director of Building&Co•e Enforcement Office Use Only Town of Queensbury Building & Codes Received: : 351Tax Map ID: uPRINCIPAL STRUCTURE APPLICATION Permit No.: A permit must be obtained before beginning construction Permit Fee: $ 1 41,:10,99 Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ /u/fr units, including single-family dwellings, duplexes or two-family dwellings, multiple family Site Plan No.: dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes, but not including mobile homes. This is in addition to the permit fee. Date 08/13/13 Applicant Keith Ferraro Tax Map ID 296.9-1-1 Address 1035 State Route 9 Zoning _CI (Commercial Intensive) Queensbury, NY 12804 Phone/E-mail (5-4-8)-792=5-0-73 -74`f—( 3fT cc"— Property -LProperty Owner Anthony Ferraro & Mary Sue Ferraro Contractor/Agent To be determined Address 1035 State Route 9 Address Queensbury. NY 12804 Phone/E-mail (518) 792-5073 Phone/E-mail Contact Person for Building &Code Compliance: H. Thomas Jarrett Day Phone: (518) 792-2907 Building Street Address: 1035 State Route 9 Queensbury, NY 12804 Subdivision Name: n/a Lot#: 296.9-1-1 Historic Site: Yes X No Estimated cost of construction: $ 800,000± Type of Construction: Check all that apply Please indicate measurements as required below: CC o c 1st Floor 2nd Floor Other Total Height F a a Single Family Two-Family Multi-Family(#of units ) Townhouse Business Office 2796 sf alteration Retail-Mercantile X X 793 sf addition n/a n/a 3589 sf 23' Factory-Industrial Attached Garages(# ) Other Daycare X 2980 sf new n/a(attic) n/a 2980 sf 24' Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 + If commercial or industrial indicate name of business The Fun Spot Proposed use of building or addition Day Care,Laser Tag,Game Room Source of heat(circle one) 412,Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" _Yes X No Are there structures not shown on plot plan? all structures are shown on plot plan Are their easements on the property? no easements Site Information a. Dimensions or acreage of lot 3.51 Acres b. Is this a corner lot? no c. Will the grade be changed as a result of construction: X Yes _No d. Public water or Private well Public Water Supply e. Sewer or Private Septic System Public Sewer System Value of all work to be performed(labor and materials) $ to be determined Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Print Name: 14-7nf Signature: Date: /(SJ) 3 FOR OFFICE USE ONLY: Operating Permit Issued: _Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Town of Qiubensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: Inspected on: Z r,�- dE Location: © �' c 1 i 1 Arrive: ��'` , a.m 1 p.m. Permit No.: '3 Inspector's Initials: .d TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts 1 Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice 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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required '% .-ET C�— F V-c%\ -�— EtJE,� � EC�� TRC. M 7=2A Jr 1\ E a Framing / Firestopping Inspection Report JARRETT Engineers, PLLC Civil&Environmental Ew ineeling Final Report of Special Inspections Date: January 27,2014 Project: JE# 12-058 Location: The Fun Spot, Rt. 9,Town of Queensbury Owner: Anthony and Mary Sue Ferraro Owner's Mailing/Physical Address: 1035 State Route 9 Queensbury,NY 12804 Laser Tag Mezzanine Structural Engineer(s) of Record: Cubic Designs,Inc. 5487 South Westridge Drive New Berlin, WI 53151 www.CUBICDESIGNS.com Drawing Set: Cubic Designs Mezzanine Systems — Customer: The Fun Spot, Distributor: LT Equipment. Stamped by: Brian J. Rinke, NYS Lic.No. 087299,dated 10-31-13. Drawing List as follows: 82651-IT-1, 8265HT-2, 8265HT-3 and 8265HT-4 To the best of our knowledge, based on available information, the Special Inspections required for the Laser Tag Mezzanine have been performed and all structural construction work has been completed substantially in accordance with the design plans prepared by Cubic Designs, Inc., dated October 31,2013 and the New York State Building Code. Respectfully Submitted, OF NFw l- JARRETT Engineers, I LLC �`- .\ U• }tot °,p r E 'ii1, 1 A /0?..,034r, i ,if 16,17/44 ARI�� OFESS v Robert U. Holmes H, P.E. Robert U. Holmes H Project Manager P.E.#082026 F:lDolaFilef2012 Proj120l2 Com,n l2-058 Fun Spoi Work Docs112058140127 Special inspections Mezzanine.doc 12 East Washington St. 518-792-2907 Glens Falls NY 12801 • fax 518-798-1864 Inspection Form c70 I Town of Queensbury Fire Marshal O Periodic Inspection Date: " Time:3 742 Bay Road,Queensbury NY 12804 o Re-Inspection — 2 3 518 7 1 8206/518 761 8205 ' ;'C0 Inspection Permit#: ! J Fir Marshals Representative MJ Palmer Business Name: fir`` (PO ) Location: GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign: Normal FC 1011 &FC1029 Sign: backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 I )i— 1/ Inspection of extinguisher FC 906 / ,1 \ 7 f G EVAC Plan FC 404.2 l/' _ --y TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 - Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS Ins)) OK NC DATE: OK NC SYSTEMS: FC 901.6 Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual • , • Sprinkler FDC Kitchen Suppression Semi Annual • Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual 'rQ • Knox Box:installed/checked FC506 .)C/ L Operating Permit, if required will be issued after - Completion of Inspection Town;cf Queensbury Building&Code Enforcement Office No.(518)761-8256 Commercial Final Inspection Report Inspection request received: Name: FL ^r\ rgO2 I Inspected on: //,/r Location: 1 0 3 5 R4 Arrive: a.m. 1 p.m. Permit No.: 1 3 3 S S Inspector's Initials: Y, 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/Exterior Guardrails 42 inch Platform/Decks Interior I Exterior Balusters 4 inch Spacing Platform I Decks Stair Handrail 34 inch—38 inch/Step Risers 7"!Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever 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 I Other Floors Okay Relief Valve, Heat Trap 1 Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For r 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 1/2 doors >10%>1000 sq.ft. %Hour Corridor Doors&Closers Firewalls 1 Fire Separation,2 Hour,3 Hour Complete I 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 1 Sinks/Toilets I Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp I Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space • Final Electrical I Flex Gas Piping Bonded Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspection .'-�r or Architect Approval Okay To Iss - Tempor, or Permanent C/O Ci/o`1— Okay To Issu- Commercial Final Inspection_11 27 12 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: I' r .P'--12 rte (? &,E]a PERMIT#: /3.-3 F6 LOCATION: /z7-3 5V INSPECT ON: / TYPE OF STRUCTURE: Y y N N/A COMMENTS: Framing Attic Access 22" 30" minimum Jack Studs /Headers Truss Specification Provided Bracing /Bridging Joist hangers Jack Posts/ Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck BracingPe- Headroom 6 ft. 8 in. Notches / Holes / Bearing Walls Sl He 2� 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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 jARRETT Agineers, PLLC Civil&Environmental Faaineeaing Final Report of Special Inspections Date: January 27, 2014 Project: JE# 12-058 Location: The Fun Spot, Rt. 9,Town of Queensbury Owner: Anthony and Mary Sue Ferraro Owner's Mailing/Physical Address: 1035 State Route 9 Queensbury,NY 12804 Laser Tag Mezzanine Structural Engineer(s) of Record: Cubic Designs, Inc. 5487 South Westridge Drive New Berlin, WI 53151 www.CUBICDIiSIGNS.com Drawing Set: Cubic Designs Mezzanine Systems — Customer: The Fun Spot, Distributor: LT Equipment. Stamped by: Brian J. Rinke,NYS Lic. No. 087299,dated 10-31-13. Drawing List as follows: 82651-11'-1, 8265I-1T-2, 8265HT-3 and 8265I-11-4 To the best of our knowledge, based on available information, the Special Inspections required for the Laser Tag Mezzanine have been performed and all structural construction work has been completed substantially in accordance with the design plans prepared by Cubic Designs, Inc., dated October 31,2013 and the New York State Building Code. Respectfully Submitted, OF NEw JARRETT Engineers, PLLC •k��� v. Hoz p 0 (b E: jf V = NJ '•�� ,i UJ� • I C) / yf rr / / i 4'kg • .,.." • I: I . ,•' / pa°FEsmo`t, Robert U. Holmes II, P.E. • Robert U. Holmes II Project Manager P.E. #082026 F:IDataFi!e12012!'roj12012 C on,of112.O58!'Pn 5poi iVork Docs112058140127,Sjmchd Inspections Mezzanine.dac 12 East Washington St. 518-792-2907 Glens Falls NY 12801 fax 518-798-1864 Town of Queensbury Building&Code Enforcement C,,C.C)—yU'- Office No.(518)761-8256 _ Commercial Final Inspection Report L���T- Inspection request received: LL Name: FO 1' c Inspected on: ZZ / 4. Location: k25cR E RD -CC\ Arrive: M„ a.m./p.m. Permit No.: \ 3- C. 5- Inspector's Initials: Mr 0 COMMENTS -- - Y N NA Chimney 1"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform I Decks Interior I Exterior Balusters 4 inch Spacing Platform I Decks Stair Handrail 34 inch-38 inch I Step Risers 7"1 Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles I Panic Har are,if required ✓� �-J h ��`� Qd JIc. ,r,��,,�,,i Exits At Grade Or Platform 36"(w)x 44"(I)/ ano or Equiv. ,,/ Gas Valve Shut-off Exposed&Regulator(1 Above Grade _ 01- da/.rd� e'er` de- _ Floor Bathroom Watertight/Other Floors Okay fe- Cod t—SCnx¢ /7w '- Relief Valve,Heat Trap 1 Water Temperature 110 Degrees Maximum // Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System !/ �� �.�, �C 2-tFresh Air Supply for Occupancy I Ventilation Combustion n [ Low Water Shut Off For Boilers /cc ,/..),30,-- Gas Furnace Shut Off Within 30 ft.or Within Line Of Site •J Oil Furnace Shut Off at Entrance to Furnace Area o h s4 ii , 'e'�"2e) LA4-7..,„21 Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors >10%>1000 sq.ft. ® 3/4 Hour Corridor Doors&Closers G4L Siek erc�.e oar -ti' Firewalls/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/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical 1 Flex Gas Piping Bonded Site Plan/Variance required cJ�t- -cf/ 1`" ,:° �y^te' Final Survey,New Structure/Flood Plain certification,if req. riles/ p.....,/4., „r As-built Septic System Layout Required or On File a_ Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler C''' '� �, / Building Access All Sides by 20'/Drivable Surface 20'wide y t ti� �/'et ' '"` Special Inspections/En sneer or Architect Approval / r^ [ OkayTo Issu(rem ora or Permanent C/O (,. .k /dQ Okay To Issue G7C �irI Cr l 1 ok 4 occuo; 4' ,. Commercial Final Inspection_11 27 12 �S GJICS i- <6,0_ r,i 'll Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 ~� ` ' Commercial Final Inspection Report Inspection request received: nn Name: \"1. v �t1"C) \ Inspected on: i 2_.-Z., r, i Location: \Q 6T T a RvI T-E±A Arrive: = -M .D/p.m. Permit No.: 1,,. _j3' J Inspector's Initials: 1 COMMENTS Y N NA Chimney I"B"Vent!Direct Vent Location / Plumbing Vent Through Roof 6"(oof Complete j Exterior Finish!Grade Complete 6"in 10'or Equivalent ✓ Interior/Exterior Guardrails 42 inch Platform/Decks J/ Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch-38 inch/Step Risers 7"!Treads 11" Vestibules For Exit doors>3000 sq.ft. / / All Doors 36 inch w/Lever Handles/Panic Hardware,if required > 1 tJhTRLL N‘C_\k Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. 0,3 v_ w, E. ;T OCD Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay GYM t7O t'`1 r� -E101 EQ Relief Valve,Heat Trap 1 Water Temperature 110 Degrees Maximum -)L--1.-V-b RAMP) Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy I Ventilation Combustion \,�bTA LL\R0 t n Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site I ��\C'ONG.- • Oil Furnace Shut Off at Entrance to Furnace Area \ .5IV LL -x-7C EQt 0 Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. f tAEP.-C_3Et0C-'( LA CA-\i %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers I Fire Doors /' ; ‘t., ' V-i:2%L� CtS3bER CZ Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Fx R, ObO F. `k.ta'_E._ Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required �� 1\3 _v_\-7) Q��� �� Elevator Operation and Signage/Shaft Sealed ,/ O G1.--9\i:35 Handicapped Bathroom Grab Bars/Sinks/Toilets I Mirrors t� Handicapped Bath/Parking Lot Signage tt Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch /V Handicapped Ramp I Handrails Continuous/12 inch Beyond[Both sides] ✓ / "3" IL\-- " v13\ C.&1 L. Active Listening System and Signage Assembly Space • / 013 �O RT� CI-'\� J ,1 Final Electrical/Flex Gas Piping Bonded ✓ Site Plan/Variance required >c X-tT- � Final Survey,New Structure I Flood Plain certification,if req. I As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler /---- ------ Building Access All Sides by 20'/Drivable Surface 20'wideN C Z ZflvJ%uL 5I dE1`Special Inspections/Engineer or Architect Approval / Okay To Issue Temporary or Permanent C/O ,Y/ (?'`� DE'- ‘ 61 -°6\° P- Okay To Issue CIC I ObT�IS- - Dt\E_ 1-k i\ \\- - Commercial Final Inspection 11 27 12 (' V\tJ R \v�-C- \ \p6 -k0P•+6DB tZ--1{0`\3 3 --V-ko, Z '.00 - \D,ccD } ;r .:s s 4%s%,sr taJ•, •t s F 2 f• r' t' 1 yNI . .;::'4;://111 ti faf li .iy'ri rr Y• i' ..' ...-,..i ..„ , ,,,,,:. CUBIC DESIGNS ' ,. .,,,...... „ .„. ......,.............. ..... .. .„. ................. ,„:„,...,...tISIFF -:„,,, ,. TIME WARRANTY . .....: ...... •. ...,.. ......„„,..,..:„.. .,, , ,,,,,„.,,„:„......„ i.:,Cubic MezzaninesTM carrya LIFETIME warrantycoveringall structural components of the mezzanine, provided the following conditions are met: 1) The mezzanine is installed in its entirety per the instruction manual and drawings provided by Cubic Designs. ' 2) The mezzanine is loaded within the live load capacity limits as indicated on engineered drawings and labels provided with the installation manual. :::::::E:::-:r Excluded from this warranty are paint finish, deck walking surfaces, and normal we• r andtearother non-structural _': a to components. CODE COMPLIANCE :s ;S- Cubic Designs, Inc. guarantees that its Cubic MezzaninesTM, stairs, railings, and related products will meet or exceedy.--..-.:z: ': IBC UBC, BOCA, or OSHA code re uirements. In addition to all of ourproducts beingin compliance with .- , q P - pertinent building codes, r o is 6 -signs will provide all Professional Engineer stamped drawings and calculations wh h may -e r i -d o obtain building permits. a November 19,2013 �If, The Fun Spot 8265HT DATE 1 ' BIC DESIGNS INC. 1111.P PURCHASER JOB NO. Qbury,NY °'• .1 Cubic4flesigns y`u I In MEZZANINE SYSTEMS �;; lz.'.W1 a','-77i:':'::::'-',1*•:"!:::111-:A. �r .�s ' F• • •r:, ?t ♦ii "L tis f : r \J. "s Framing / Firestopping Inspection Report c1 lo©--\ \o 0D Office No. (518) 761-8256 Date Inspection ..*,11- "- v- •:. Queensbury Building &Code Enforcement Arrive: • ;,,,•• .rt: m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia , If& NAME: . 'ERMIT#: 17) ---• 91F- LOCATION: 7) --9�� LOCATION: • —IA' Z__ "ten= INSPECT ON: L'Z:i l TYPE OF STRUCTURE: _ Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing /Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Iand water shield 24 inches from wall ice separation 1, 2, 3 hour __--- 7 F\ L C. �� Fire wall 2, 3, 4 hour �E-\ Firestopping b\ -�\ 9-Lc-Vs- ��� 'L 4(t Penetration sealed V\LI- VES c _-I- 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 L:\Building&Codes Forms-OLD\Buiidmq&Codes\lnspection Fwms\Framing Firestopping Inspection Repott.doc Revised January 7,2008 Framing 0 Firestopping Inspection Re. •rt \ \ Office No. (518) 761-8256 Date Inspection req .«=ived: _ QueensburyBuilding &Code Enforcement Arrive: -7"i )a :T7 »= '" ,.._ :amu part: �-yh a 'm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r NAME:_ V=V) ) \--)C,, 1 P 'MOT#: --;))915 LOCATION: PECT ON: Z--Ick.-113 TYPE OF STRUCTURE: I X N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing / Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/ Holes/ Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Joe 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 mint. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall _ Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (10V) 5.7 sf above/ below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Building&CodesUnspection Fomns!Framing Firestopping Inspection Rsport.doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r-• ::- - -,: Queensbury Building & Code Enforcement Arrive: 1 '• c-a • :rt: AQ a pI 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ‘117A NAME: P. " LOCATION: o ' - e IN ' •ECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet /change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation / Residential Check/6mmercial Ch- .. Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape \,—P6 t 1b v \ok) old COMMENTS: S EP 1 Fu P c \ Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing 1 Firestopping Inspection Report Office No. (518) 761-8256 Date Ins+=M-on = : -•:' - . Queensbury Building &Code Enforcement Arrive: a j••• �s:• 742 Bay Road, Queensbury, NY 12804 Inspector's n .= - :�! fre- NAME: F t\ PERMIT#: LOCATION: V:3)-5- \ INSPECT ON: 1\ -ZZ--\ PE OF STRUCTURE: `13�X C- 1. `) N/A Framing COMMENTS: 116 ti)Agk_ Attic Access 22" x 30" minimum I �� � 7.7E-k?-426 Jack Studs/ Headers Bracing /Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Ipre separation 1, 2, 3 hour \J --\\1 Vel/ Fire wall 2, 3, 4 hour C;N\. A- Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilinglwall _ Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade _ L:1Buildinq&Codes Forms-OLD\Building&CodestInspeciion Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ- =r- Queensbury Building & Code Enforcement Arrive: 11 a7part: t pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: / y NAME: `-0 N) P " . iT #: 13 3 r LOCATION: \ IN PECT ON: 11 — 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 I 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 AFDPt'\ ' ICheck nsulatron/ Residential Check/ ommercla 7, . Tyvek or Similar Exterior Sealant x `TWS- \‘) D�`tGFI Proper Vent, Attic Vent pQN)\-\-`D0 Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation �)r If r uired unheated spaces Combustion Air Supply for Furnace Lb.c\�1 Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008 �! r Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque •tv• r. Queensbury Building & Code Enforcement Arrive: to 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: II.- NAME: ft._,cm PERMIT 13 -335- LOCATION: 3 ,- LOCATION: J/Js_3/; ti' 1 INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs / Headers Truss Specification Provided Bracing / Bridging Joist hangers Jack Posts / Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 , •\_�, j � Firestopping ---� , �. Penetration sealed CF_16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X D? c)L; 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque ► •d: Queensbury Building & Code Enforcement Arrive: Z: 3`5 . '' 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: W� NAME: Ft) aOT' P•' -Vac- LOCATION:ON: r 35' etbo rc_ci in. CT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/Headers Truss Specification Provided L Bracing /Bridging ✓ "—"--� L T•ESZ.�F}�,._ I3R..PtGi�c-, Q-6eg Jack hangers €A-6 La- ��p 'OF PoR '► Jack Posts/ Main Beams Exterior sheeting nailed properly e.e.0b Fr Iz R tALTO T1E 12" O.C. 1►J T3R-NL., Headroom 6 ft. 8 in. Stairwells 36 in. or more 11" ADD 6T- t t ft. ,,- f‘)R. Exterior Deck Bracing Headroom 6 ft. 8 in. POg c-vk Beta t �f.10 Notches / Holes/ Bearing Walls StSD' 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 ,)6TIN 614415 Ice ans water shield 24 inches from wall Fire35 * separation 1, 2, 3 hour t-� -E �w�C1-}O�. C3OL L Fire wall 2, 3, 4 hour M ‘6.6 \� Bo�dM ucej Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required F 1 eLD F Qftt-kti3C. Framing Firestopping Inspection_Revised_02 0513 C (o5-e i6 ( ".r" - lD Rough Plumbing / Insulation Ins'pion keport Office No. (518) 761-8256 Date Inspection reque • ei • ,: /// 13/ 3 Queensbury Building & Code Enforcement Arrive: ‘13?-, eP% 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT : / 1 LOCATION: (0 5 5T)41fJ T 9 INSPECT ON: � . J 1V/3 TYPE OF STRUCTURE: Y N N/A Plumbing under slab ough Plumbing /Nail Plates -c\, Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction ✓, Pressure Test reef d 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test / W Su y Piping ead VIZ 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant PA(2-TA L 4prW A-L Proper Vent, Attic Vent Door/Window Sealed (No Insulation) ESEV Duct/ Hot Water Piping Insulation � (Z o F-4. i, If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 r.M.Jcat Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reques M•ive u Queensbury Building & Code Enforcement Arrive: \ �c �!, 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: (--;p6(2-"t- PE MIT#: / 3- 3 S LOCATION: /c. "S j 34-- A-mac? INSPECT ON: //—S TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs / Headers Truss Specification Provided Bracing / Bridging Joist hangers Jack Posts / Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in, Notches / Holes / Bearing Walls Metal Strapping for Notches Top Plate 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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 Foundation Inspection Report I — / {'- Office No.(518)761-8256 Date Inspection request received: O(( c//3 Queensbury Building&Code Enforcement Arrive: 23.J am/prn,l. Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r- NAME: - �� 'U PERMIT#: [ LOCATION: i() I,5 S;hT j= (-c U1 i F INSPECT ON: I 071-/(/ TYPE OF STRUCTURE: Comments Y NL Footings Piers MMonoiithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. r Materials for this purpose on site. oundation/Wallpour ' cReinforcement 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 ittrinil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper so:Foundation Insulation Interior/Exterior R- �J Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forrns\Building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -r;Akt-AcoLuN. Foundation Inspection Report 1� Office No.(518)761-8256 Date Inspection Queensbury Building&Code Enforcement Arrive: - : 1.� Depart: �j = `f m/nm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: '�� NAME: L S��fi PERMIT#: /._3-- 3 375 LOCATION: / >') JR+ci INSPECT ON: / TYPE OF STRUCTURE: , Contmentt Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: DY---16\1-0 1 t 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval ��� Plumbing Under Slab Fuoz 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 • st ;opQueensbury Building&Code Enforcement Arrive: •' a : Depart: 742 Bay Rd.,Queensbury,NY 12804 Ins ctor's Initials -- Pe � NAME: 'ERMIT#: / "3 -3 .7 LOCATION: S INSPECT ON: /0 IC -13 TYPE OF STRUCTURE: n Y N NLA 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 mily for wet areas under slab 2iM ackfill Approval `� lab- VC CCast/Copper .1 oundation 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 requ ., i , e/9/ 3 Queensbury Building&Code Enforcement Arrive: 17.=Z/';: ,1' / Depart: V-N.) ain/&_____ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial :� -O rNAME: ' 11) : P RMIT#: LOCATION: i SPECT ON: /alley/3 TYPE OF STRUCTURE: Comments N N/A \ VFootings 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 . • inches above footing ' •'•: mil ••1 for wet areas under slab ackfill 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 2.2, ao Foundation Inspection Report Office No. (518)7614256 Date Inspection requ- 'v,,. Queensbury Building&Code Enforcement Arrive: 2 tc> s ���� part: Z--ZD am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Fut.)17PoT P ' 1 T 1 : \ `--))Cmc LOCATION: I U-7'),9- �jTA k INSPECT ON: \n — D— TYPE OF STRUCTURE: r�g Comments` Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation 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 acicfill Approval 1/•Nt Plumbing Under Slabc7-2 � C `� N/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 Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque 9 11 .•i ed: Queensbury Building&Code Enforcement Arrive: 12 '/u: ; Depart: `= �_- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r NAME: \--lU k) ` c jT 'ERNIIT#: (L-3 — '68 LOCATION: 1 O C3)t"i Ej 1.. 2TE 9 INSPECT ON: n -7- I 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 0 R�T�t�> \ (-b C,,yp c? c t\ Reinforcement in Place an OM 1 1 C-O b 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 Fonms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date ' - 'on : et'i t. Queensbury Building&Code Enforcement Arrive: -' Depart: - 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: , NAME: F 4 n �, P'RMIT#: / 3'"•3 S 3- LOCATION: /Z) -3' •- h'--t-�' INSPECT ON: 1 0 3-13 TYPE OF STRUCTURE: Comments 3 \ C \t 7 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 a/ 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 6:1.ie/ Backfill Approval • / • Plumbing Under Slab PVC/Cast/Copper oundation Insulation Exterior 3 R- \D z" Eo \ Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Suilding&Codes\Inspection Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM ri\v(- 6)teauv --ID Foundation Inspection Report Office No.(518)761-8256 Date Ins +'on : s iv:^i Queensbury Building&Code Enforcement Arrive: •; / Depart: laaaCall- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: FL,;.,,AiL Cc = RMIT#: / . LOCATION: %0 9 INSPECT ON: �7 - 3,) -j3 TYPE OF STRUCTURE:-revrny)-f-� � -Ict- 4 Cd Comment3 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 N.// /j/ Reinforcement in Place / Footing Dowels or Keyway in place vv 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\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 Inspection reque - i Queensbury Building&Code Enforcement Arrive: 1\= Depart: \\_z_9m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: A NAME: F <�?�Ca� ' RNIIT#: \- 3 LOCATION: tp 35 hT R-t (zuT E 9 INSPECT ON: 9—3 D-- i 3 TYPE OF STRUCTURE: Comments YN N/A Footings / Piers Monolithic Slab 64- VcoCSW:G_ 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 2.i113 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•\Bufiding&Codes Forms\Bufiding&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM \"' / 09-26-13&09-30-13 Construction field changes The(4)#6 vert sewer pipe rebar to be drilled EXISTING at an angle and BUILDING bent upright into FOUNDATION position.The rebar 1-10"— 2'_8^ F.— #4 cage tie to be will be epoxied into ) .10__14- installed top and place. bottom of pipe(3"t I f from pipe) I_____________, 2'-2" 1'-6" CONIC PIER W/ 4#6 VERT & #4 CAGE TIES C 18" O.C. —0" IT , NEW 4x4/4" TUBE COLUMNS & BASE PLATE —' 12" THICK FOOTING W/ 10"— TOP OF PIER #6 REBAR ® 5" O.C. EW --�� FF MINUS 4" #4 vertical reabar Ty along existing TOP WALL building will be ELEVATION 0.0' drilled and epoxied 3/4"(min)Anchor bolts to be drilled& into existing footing epoxied into place. (layout and length to be confirmed �.-.._.__ with shop drawings) \; — 4" 8" 14" SU . 1 U 13 -1'-4"- NOTE: ALL FOOTINGS TO REST ON UNDISTURBED SOILS / 1 3 \ TYPICAL CORNER PIER PLAN A7/ SCALE: N.T.S. The(4)#6 vert 09-26-13&09-30-13 Construction field changes rebar to be drilled at an angle and — 4"I _8" 4" bent upright into � i___ position.The rebar will be epoxied into ( " / �- 3/4"(min)Anchor place. I bolts to be drilled& r1=4 r —1 NEW 4x44" TUBE COLUMNS (layout and length to & BASE PLATE be confirmed with 1-10-- I shop drawings) CONC PIER W/ 4- 6 VERT — L - - - - l & #4 CAGE TIES ® 18" O.C. 1-.10^—, ,�_----'> 3'-0" 11'-4" CE— 8" / IL 1'-4" c.‘ 12" THICK FOOTING W/______-.-1I 1 #6 REBAR C 5" O.C. EW > 1'-7"--I I r —1 �1'-4"� — — `hof NftY -__ TOP OF PIER TOP WALL ti'" S a °,N #6 footing rebar to FF MINUS 4" ELEVATION 0.0' * -#. 4� f,. be extended to the �. ,_.I.___. Al continuous rebar in I � „..(.., 4, , the wall footing. _14"I--14"I-- �'I's '0.,fifl ..f.6NOTE: 8 f�`�.;,rt\s"/ ALL FOOTINGS TO REST ON UNDISTURBED SOILS Fun Spot Building Addition 1 5 TYPICAL PIER PLAN \ A7 SCALE: N.T.S. I A.B. y2 x10 MIN. SPACED 6 0.0. Construction Note: (MAX.) AND 1' FROM ENDS - not installed at time f OF ALL P.T. MEMBERS of inspection to be installed during (2) #4 REBAR i Construction Note: pour) ---(2" CLEARANCE MIN) foam installed for key way 1--- - _ _ /— j • • 8" MIN FINISHED GRADE fiMIN R-10 FOAM INSULATION UNDER 4'-0" SLAB FOR RADIANT HEAT MIN 2' 8" POURED WALL MIN 3500 PSI CONCRETE 3" CLEARANCE • 2x4 KEYWAY #4 REBAR 2' SPACING E.W. (BUTYL OR WATER STOP) F--- #4 REBAR 2' SPACING Construction Note: No butyl or water C stop installed. ; HI I I=III i ii—=i i MASTIC COATING/WATERPROOF BELOW 1 I l-I l I=1 1 I, I!!-;1 FINISHED EXTERIOR GRADE (2) #4 CONT. SPACED EVENLY (3" CLEARANCE) 16"x8" FOOTER - F Us NEN,Y UNDISTURBED EARTH MIN 2500 PSI CONCRETEc9 014. . NS,j� U�, a ' / 09-30-13 Construction field changes ',s 44 Lii SE. 2013 kg).. ,. ,.,, !„, 1 O TYPICAL FROST WALL SECTION •,,, `r <2,��SSIC7C\P A7 SCALE: N.T.S. Fun Spot Building Addition h L[.I Foundation Inspection Report Office No. (518)761-8256 Date Inspection request rerive Queensbury Building&Code Enforcement Arrive: 1.7-04010m Depart: 1� ,u m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: F U C) 5 pi i-I PERMIT#: 13 -- 3 Z5 LOCATION: t e-;361. INSPECT ON: 7--,-20// 3 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers t� Monolithic Slab Reinforcement in Place t! 1Jbr %,-\L- The contractor is responsible for \ , MO�\FtE1� �c�Jp �oe,L. providing protection from freezing � for 48 hours following the placement \) \-10 of the concrete. Q. � -`\o ; Materials for this purpose on site. Foundation/Wallpour F\ \ ;\ l 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 mal 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. w L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM L ? -' / Foundation Inspection Report COcti Office No.(518)761-8256 Date Inspection requ ived: Queensbury Building&Code Enforcement Arrive: pm Depart: - D) 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: F idt.M PERMIT#: / 3-3 KS LOCATION: )n 35 e+ INSPECT ON: -,;t 5 -/ 3 TYPE OF STRUCTURE: Comments N ,N/A Footings V Piers r Monolithic Slab Reinforcement in Place �� �� � � The contractor is responsible for \ �J 9-ck 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. 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LT-37 Pale 1 of l 1l„ Z STANDARD LOAD TABLEPOPEN WEB STEEL JOISTS.K-SERIES Based on a Maximum AIklwabio Tensile Stress of 30 ksi 116.2 169.4 ¶419.5 18106 Ns: 1880 18111.1 20151 2.411 2,715 20116 2C13.7 214(9 XX 11) 2254 1281 72202 2711 2189 729.13 27511 066111411 to 18 ie ldTe =e einr 20� 20 20'10 - -21 .. 22 22 z1 21 t2 h"°1 6.6 12 7.7 65 9 102 11,7 67 76 42 09 9.3 1316 122 6 66 97 07 11.3 126 '35 21.1+. - -- __._.�- _-_..._ k.-48 031 S -4 117 5531 552 55.7 5,50 5.50 550 •9 514 550 550 550 560 550 5551 164 523 523. 1533. 021 26 413 550 55C 550 `70 5.44 5541 517 5.50 550 530 550-551. 552 -�t,�. _!� _! _!}�. .!V4...31 _ _ Seo sao seo«------ - ---- --._ ---2,- 125) 506 5.50 550 5577 566 6134 4446 57.6 5511 550 560 21) 5510 ] 421 460 M 440 400 600 O` m457 S 530 530 52.Ce:0.� 520 120 _72 IN34-2 1913 5:5 550 160 5543 55 41 1 9 514 550 "550 5: 551: Me 55) 540 551 550 550 5543 *54) 515.370 414 4L 430 436 470 193 451 4493 400 110 490 490 5.40 Ste U2 SIO 546 144 545 23 340 42:: 473 T 50t� 550 55: 550 389�419 329 5.50 MC 550 5.54) 515 550 550 551 550 550 55+) 276-323 362 353 419 410_ 410 344 402 451 465 466 465 456 491 515 515 510,510,515 - 110 11 : 344 414 473 526 5.150 550 357 430 465 5.2n 557 552 55.3 47, Sib 5541 650 5511 351 150 342 794 118 145 562 309 394_4 52 35.3 391 430 Ye 445 1Y 431 443 466 195 491 498 OS 25 .7)4 355 432 43516; 550 5511 321 3143 446 480 541 5813 564) 436 491 537 5555-0-350 550 214 750 221 305 337 377 37? 281 112 350,353 41 Lt 416 361 427 464 174 424 474 471 15 1 7.25 3416 4.::C 442 135 554 304 354; 412 44.4 1(13 513; 550 424 455 141, 550 5511 Svi 55) 150 222 WA 771 2T 364 361 276(271 310 332 313 405 405 336 375 111 45.4 454 414 454 27 2522 303 342 37: 4'S 4449 550 201 339 382 4113 45.7 5550 55.41 371 422 459 512 5511 5513 55C i$9 1. ' 1 .1 7 11 47 17 3111 1 360 369 301 337 347 A16 41e' 432 132 24 234 282 3'S 345 385 643 548 251 315 .755 .e43 4.30 517 550 145 11 1:7 415 550 ',.50 S!4 lit 177 135 211 371_ 189 721 246 t49_..-??!1- -.- .f 770 1(77 126 354 413_ 413 i'. 24 216 753 .735 :12: 359 431 511 243 2 .143 113 330 0 401 462 553 1 324 b5 346 44.1 1:12 `551. 35e:y 136 I,9 179 154 215 154 790 170 199. 223 247 216 4,347 339 741 777 795 3V 141 Si 309 7.: -203 245 771 101 535 107 477 227 274 3ra 3116 471 451) 534 322 341 371 415 447 550 550 _ 1P AI-11.55.i7y ,sa! 3_._ _ ���,29 l'&5;4? . 3I 190 124 156 241 31.1 176 1411 212 256 289 114 350 411 109 263 119 347 367 465 5.50 550 ___ - 130_+4d tip•175 2Q?Iy .!30 .1�i 1�+'+_._VY_4.1.X1.�!_! +._ _2!i n67??E.._]'61 2� 32 178 216 242 264 244 151 418 to- 244 271 2115 125 395 445 275 2044 126 363 439 511 544 100 114L, 133 144 189 118 221 1 147 148 179 199 235 216 160 231 219 242 247 x37 346 31 ttyl 212 278 216 277. 332 351 157 2.'8 254 277 3114 771 440 24) 151 716 147 41,1 488 53: 12;,1 131 145 171 201 � 1, 134 15C 163 181 214 251 154 56.1 199 221 161 Xi? 334 ;34 1M 190 7.54 213 7', 41-; .1711 176 212 219 211, 24..1 .143 41173.5 265 256 32'J6t 4514 - t1d.120 197 155 161 I IVT 149 165 -Ur-TWO 50.5 229 m2 162 262 no_Z80 _7,4 x1661.17 .. 2 .-r� 444341 555 149 179 2571 270 :4S 794 344 156 200 72111 :414 )74 IT4).) 32: 249 271 30) 361 412 444 n 90 101 110 171 143 106 NI 112 135 117 151 179 710 937 155 117 166.216 257 7111 36 115 109 1113 2316 23: 176 3313 107 159 713 232, 259 311 309 2315 136 757 2,)5 344 4043 411r 29 go_ to 199 111 ¶32 154 , ti 181 115 ,-934 139 164 153 526 141 153 169,201 236 264, 17 148 170 202 720 245 2134 Mi. 198 723 243 :71 125 3+16 44: 91 110 100 1$ +28 151 176 114 130 141 155 165 717 247 Ja-.� ._ --�.-�•-'-` 141 171;151 21141 212 714 111 187 711 293'193 3w, 366 4)4 74 10 1419 114 139 151 ..1119 119 136 114 170 701 3731 34 133 161 141 136 228 7 265 ,'4 179 2110 214 ;43 192 347 3517 411 .j.1 10 . ._780 t5 �..I 17 is/_As_;11 1„ -- 127 151 172 188 2119 251 .6 154 '90 207 :31 278 .lac 511 9/--' 111 1 1r 1 1116 41 15: 161 197 229 264 314 354 .6_ .. .i1.t .3* 151 11!' 42 353 '7.1 166 25/9215 752 0 141 5445• ---__- --•-_..3.4 55- 3 335 --�'.._. .. _.545 5 ... 44 145 165 179 70'+ 249 7,y.5 _-,- 73 gt...,..Sl /ll 96. 44 125 5r .7• 1B1 22A 771 1•• 104. 123 146, %pl0i •ZAI VW. 11 17414 0.115 BeamChek v2011 licensed to Engineering America Company Reg#8551-66781 Fun Spot Beam Date. 9/10/13 Selection W 16x 31 36 ksi Wide Flange Steel Lateral Support Lc=5 8 ft max. Conditions Actual Size is 5-1/2 x 15-7/8 in. Min Bearing Length R1= 1.1 in. R2= 1.1 in. (1.0)DL Deft= 0.12 in Recom Camber=0.18 in Data Beam Span 22.0 ft Reaction 1 LL 7484# Reaction 2 LL 7484# Beam Wt per ft 31.0# Reaction 1 TL 10241 # Reaction 2 TL 10241 # Bm Wt Included 682# Maximum V 10241# Max Moment 56326'# Max V(Reduced) N/A TL Max Deft L/240 TL Actual Defl L/586 LL Max Defl L/360 LL Actual Defl L/802 Attributes Section(in') Shear(in2) TL Deft(in) LL Dell Actual 47 20 4 37 0 45 0.33 Critical 28.45 0.71 1 10 0.73 Status OK OK OK OK Ratio 60% 16% 41% 45% Fb(psi) Fy(psi) E(psi x mil) Values Ref. Value Fy 36000 36000 29.0 Adjusted Values 23760 14400 29.0 Adjustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:680 Uniform TL: 900 =A Uniform Load A /\R1 = 10241 R2= 10241 SPAN=22 FT Uniform and partial uniform loads are lbs per lineal ft. Fe(.i. l/.d Fun Spot-Floor Design / 1.20 FoS 4 con/f12 Use Soil Pad Area Side Len Sand%Gra 3000 1000 4 50 2950 0.4I 0.64 Area d(t-4) Ck Arca 1.00 1.00 1.00 3 12 12 TRUE V v v(all) Ck v Ratio 3500 Ck VI-s -738 -30.73 65.08 TRUE -2.12 3500 Ck Vw-s -738 -30.73 65.08 TRUE -2.12 Ck Vl-p -1659 -I3.83 118.32 TRUE -8.56 R j M(all) M(act) Ck M 60 0.204 0.886 M-1 1836 0 TRUE. M-w 1836 0 TRUE Rebar Area is=20 tc R j 3 0.11 2000 0.135 0.888 I 021) 2500 0.179 0.879 5 0.31 3000 0.226 0.872 6 0.44 4000 0.324 0.860 7 0.60 8 0.79 is 24 fe R j 9 1.00 2000 0.121 0.901