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2005-557
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050557 Date Issued: Wednesday, June 21, 2006 This is to certify that work requested to be done as shown by Permit Number P20050557 has been completed. Tax Map Number. 523400-309-005-0001-003-011-0000 Location: 326 SHERMAN Ave Owner. M & C VENTURES, LLC Applicant ADIRONDACK SPORTS COMPLEX This structure maybe occupied as a: Commercial / Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the /ot 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. BLDG. PERMIT NO. 2005-557 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 326 SheAman Avenue for the following uses: Adirondack -,'pan r:6 Buiid-ing (Suppo&-t Buitd.ing) MaAch 10, 2006 c DATE SIG 4 A RE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE.OF _OCCUR A-NCY is:hereby ZAPPROVED ( )DISAPPROVED with the following conditions:CeAtk6 .cafe o f Occupancy to be "Zued upon comp.t?e ion og: 1) Compte-te Kitchen 6 Sf'ack Bar AAea. 2) 1nAtaU PA Sybtem. 1 3 Submit FInat Survey. 4) Penmanentey in6-taU Hanaicapped and no paAking ign6. 5) Compxexe Fitned.6 Aoom. 6) Subm4-. concrete ie.6t tgpon t6, 1) Eng.inee&'.a appnovot on bu,i,P.cl ing. 8) Submit a.6-buy it 6 ep i c d yd.tem plan and engineetc'.6 repo it. 0) FiAe Mauhaz itemd. TEMPORARY CERTIFICATE OF OCCUPANC FEE:'(/$10 EPO 100.00 received on MaAeh 10, 2006 Date of Issuance Director of Bldg. & Code En rcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 90 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. BLDG. PERMIT NO. 2UU5-5551 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 326 Sha man AUenue for the following uses: Ad.ucondack Spoh. Building ( Suppo.7.t Bui.:ding ) Apxit 11, 2006 DATE SICNA(U,4 OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (y'APPROVED ( )DISAPPROVED with the following conditions: Cet i,kale o6 Occupancy to be izzued upon compketi.on o6L 1) Submit. Final SuAv ey. 2) PeAmanentty in,6:ta.0 Handicapped and no paltking zign6. 3) CompZete Fit#n.ezz Room. 4) EnginevL'.6 appnovak on bu,i,-dcng. 5) Submit a.6-bu. ZA'- aep,uc bydt-em p.fc-n and engkneeA'.6 rcepa t. 6) Finih exit tkeahotd vo.i.da. TEMPORARY CERTIFICATE OF OCCUPANCY FZWE SI 00.00 received on Aptt,E'.r 11, 2006 Date of Issuance Director of Bldg. & Code Enforcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 60 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050557 Application Number: A20050557 Tay: flap No: 523400-309-005-0001-003-011-0000 Permission is hereby granted to: ADIRONDACK SPORTS COMPLEX For proper",located at: 326 SHERMAN 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: M& C VENTURES, LLC ATTN: DOUGLAS MILLER Commercial/Industrial $3,400,000.00 4 STONE PINE Ln Total Value $3,400,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-557 ADIRONDACK SPORTS COMPLEX 7,305 SQ FT SUPPORT BUILDING FOR DOME $1,095.75 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, August 17, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensb eforab , iration date.) Dated at the Town of Q eV W n ugust 17, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement i l - DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING CODE (BC) Building: NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) :Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) Reviewer: Publication Date: May 2002 COMMERCIAL & MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.E 285 .. 3 Separated or Non-Separated BC-302.3 18 Occupancies" 4 Occupancy BC-302 17 . 4 5 Type of Construction BC-Table 601 81 6 No. of Sleeping Units/Level BC-202 14 & No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 �--- Hi-Rise (75' Rule) BC-403 36 .�. Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown NA = Not Applicable Note: ` Non-separated occupancies impose the most restrictive requirements JAM Pagel of 10 c h • No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 95 6o Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 —` 10. Sprinkler System (water) BC-903 168 t QO c -, Basement Sprinkler BC-903.2.10.1 170 — Water Source Sprinkler BC-903.3.5 172 gLG, Water'Source Site FC-508.1 31 11. Frontage & Sprinkler Credits UJ2 i Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 U 4�ej AN4X-- 12. Height &Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150' rule) 14. Exterior Walls Distance Separation" BC-Table 602 82 L 30 zap Exterior Wall Openings BC-Table 704.8 87 _ Parapets BC-704.11 88 Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 PC. Combustible b " Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES; JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 .101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space Min. Rm. Dimensions BC-1207.1 251 a Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light (Nat. or Mech.) BC-1204.1 250 19. Exits Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width SC-1004.3.2.2 221 Capacity of Exits (calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Tablel004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread SC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails BC-1003.3.3.11 215 JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow Loading---Ground BC Fig 1608.2 296 Snow Loading---Roof(ca/c.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 -- Balcony Loading BC-Table 1607.1 291 --� Wind Loading (calc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Y5 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 A.)O General Lighting-Exits-Stairs BC-1003.2.11 204 ---- 26. HC ACCESS Exempt Buildings BC-1104.4 238 -s Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241 of Dwelling Units BC-1107.6.2 241 oilet Facilities BC-1109.2 244S Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 27. S IAL INSPECTIONS 379 Notes JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Eguipment Central Station Monitoring FC-901.9 52 1` S Sprinkler Systems FC-903 55S ther Extingushing Syst. FC-904 59 itchen Hood Extinguisher FC-609.8 41 _ 5 Ale 1 U4 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems & SD FC-907.2 66 .Fire Alarm Boxes FC-907.4.1 72 __ h... �S Smoke Detection FC-907.2.10 68 Hi-Risb Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 � s Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 29. Plumbing Code Fixture Count PC-Table 403.1 21 Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30 Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 ,,Dryer Exhaust MC-504 33 tchen Exhaust MC-506 34 K' Chen Hoods MC-507 37 ... itchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire & Smoke Dampers MC=607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: JAM Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage Increase: If= 100(F/P-0.25)W = Answer in % 30 Note: If= 75% when 4 sides accessible &water available Allowable Area: A. = .,N ble + (&ble x If) + A�b,e x 11 =Answer in Square Feet (BC—Pg. 14) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit) x (Egress Width per Occupant) = (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69) & (Eq. 7-2)(pg-70) (ASCE = American Society of Civil Engineers) Pf= 0.7CeC,IPg = Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above, Answer in # per SF) Ce = Exposure Factor (BC-Table 1608.3.1)(Pg. 297) C, = Thermal Factor (BC Table 1608.3.2)(Pg. 297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) P9 = Ground Snow Load (BC Fig. 1608.2)(Pg. 296) PS = CSPf= Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS = Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or, where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/34 of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area). • 1 Q: SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 SS (shoe`period) Figurre 1615(1) 318 S, (1 second period) Figure 1615(2) 319 Fa (site coefficient—short) Table 1615.1.2(1) 320 F, (site coefficient-1 sec.) Table 1615.1.2(2) 320 Sr", (short period adjusted) Equation 16-16 317 S,, (1 sec. period adjusted) Equation 16-17 317 SpS (short period) Equation 16-18 320 Sp, (1 sec. period) Equation 16-19 320 Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design Category Table 1616.3(2) 324 (1 sec. period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP systems must be braced. Analysis Procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 CAPAG- -- -FL4%lG -'S - T:3 A---tom` o 2 2 ! Z c) 2-Q4 p OZ o ` 6 6 -7 G7 '-r61LtF- 5 - 4::;;" A �JAS10AA . 5, sv r 5 T I TO i G 2 U P- -r-�Z '2 �r Perm No. Cn) _5 5 r Building&Codes Office-Department of Community Development-Town of Queensbury Fee Pail ; V Sr 7�/ 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Appliccilion 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 -Vb 06,LA S a t LLE n- Owner: _pCo AA 1 L4_64. Address: -4 caT60 — P&Ay rL,fl Address: �. Si'aA1� f'�S� �'LV a M-t NY$ I Z-8 a+ Home Phone: Home Phone: 7n� I g `13 Email Address: gLW -W1. Use,r c�.d 6i-% a 6ir ft 6i ress: Cell Phone: _ Cell Phone: FAX Phone: I9_ 3 , FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: rZ U Glw Stc i =4,4 L1, Address: 6!:)27 -AA,&p LA V !CAW-AT64A )M26(o Phone Spa t50g, Location of proposed construction: Lot No. Legal Address: 37Z4 '54A EVLAIA,At 1� _! Tax Map Number: 3ncI,d Sr -� <f Subdivision Name: Estimated Cost of Construction: $ 3.1e1)W,_11 'OiJ JUL Z1105 Proposed construction is for: _Residential Use X Commercial Use ° r Name of Business: J6,ViY24D'.1 nAC_K. 457Q61--TS Go1H- Y� Lek If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction 10 Floor 2^a floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ft. Sq.Ft. Square feet Height Ft.&in. Single-Family Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: . Office c� Mercantile Manufacturing Other: 7 ,p Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil16 Ga Wood, Forced Hot Air, Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate application. 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 O�ffall w construction Date: Applicant/Builder Signature: The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 8-- 10 IVIUAJ Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: t/, .-I ZI-0 Queensbury Building&Code Enforcement Arrive: A am/pm Depart: _A am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: s COMMENTS: Y N NA Chimney/"B"Vei t/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6" in 10' or Equivalent Interior-/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/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 '/z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . 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 Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na a Public Toilet Room Handicapped Accessible a. Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space s/'+ Ierj Final Electrical Site Plan/Variance required aM�n. Final Survey,New Structure/Flood Plain certification,if req. �,�n As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' ble Surface 20' wide Okay To Issue Tem . or It6finanent C Okay To Issue C/C LABuilding&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspe ion request received: Queensbury Building& Code Enforcement Arrive: IF0 am/pm Depart: am/pm 742 Bay Road,Queensbbury,NY 12804 Inspector's Initials: LOCATION: � � � ` ✓�� PERMIT#: 3 Z: �C SDATE: COMMENTS: Y N NA Chimne /"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 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka � Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximumni � 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 f Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I '/z doors > 10%> 1000 s . ft. X- 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft. Wood Frame +�i� �� e-t`- Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e 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 Site Plan/Variance re uired Final Survey,New Structure/Flood Plain certification,if req. / r As-built Septic System Layout Required or On File ;s. s l J✓�L�� Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc 1ppwk-� Commercial Final Inspection Report Office No.: (518) 761-8256 Date InspectionIreece' e Queensbury Building& Code Enforcement Arrive: Depart:742 Bay Road,Queensbury,NY 12804 Inspector's ImtiNAME: f °,.: c r PERMILOCATION: �� - : - DATE: _ � .-- o-. No� COMMENTS: Y N NA Cz Chimney/"B"Vent/Direct Vent Location L Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent l Interior/Exterior Guardrails 42 in. Platform/Decks c-o M Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 1111 Vestibules For Exit doors>3000 s . ft. �-�R1� P�.All Doors Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(])/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade � IZZL \��fl� Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum �1� 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 GJ Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers ,� �� A Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire (a) ►`�b K U3 Dampers/Fire Doors 1�to\\v\ Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" �i-�- J Smoke Vents Or Fan, if required _ (� Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets 16 Handicapped Bath/Parking Lot Si na a -t Public Toilet Room Handicapped Accessible 1 Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] j ; A f Z, Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required 3 Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Ace;!T!em' Sides b 20' /Driv ble Surface 20'wide Rv►JOI�( T� Oka To Issuor Permanen /O ? 1 OG D E-%�IT .�. Okay To Issue C/C 4 1 000 FEE L:\Building&Codes Forms\Building&Codes\lnspection Forms\ omine -,ial 1 Insp4 ction Report.doc a ` - aJ Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: c Time: a Phone: (518) 761-8206 Business Nam :e \ ,mac \Ar, cl\ %A -, l, Fax: (518) 745-4437 Location: i� ckf\ ,A' 3'�� Type of Inspection N/A Yes No EXITS: Zt Exit Access COMMENTS Exit Enclosure Ar Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE At EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung LOP) Inspection of extinguisher Hydro extinguisher X 1441?, kX a FIRE ALARM SYSTEM Fan Shutdown �+ lt_ 155" Sprl� � Fire Sprinkler r System f 6__L.t L 1 Fire Suppression ression-kitchen + Fire Suppression-Gas Island I Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers AI Clearance to Electrical Electric Wiring Enclosed ) X Combustible Waste _ Vehicle Impact Protection _ Fire Lane F.D.Si na e-Utility Rooms _ jj Q�GfP_ No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ pproved (If no other approvals apply,they B&C Office will issue the Certificate of Occupancy) Denied ❑ Call for Recheck InspFctod y: CO i/ y L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2)05.doc YYYY }� Commercial Final Inspection Report 1 Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: I O v� am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: a PERMIT#: LOCATION: _ DATE: �, G COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location ry�4'r rs: Plumbing Vent Through Roof 6"/Roof Complete p Exterior Finish/Grade Complete 6"in 10' or Equivalent � er Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. _ All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(])/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/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 i✓�� f„e `,� ;,r���-c. > 10/o> 1000 s .ft. �+ 3/4 Hour Corridor Doors&Closers ✓ // i� �:,� /�i-� Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . 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 Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parkin Lot Si na e `�14 ��i sly Public Toilet Room Handicapped Accessible ✓ / Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] (/A Active Listenin S stem and Si a e Assembl S ace Final Electrical / " � 3�� fIt Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. ✓ ��rl r`'�`� �``'� �� �' As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide _ h� f u r;"?e Okay To issyTeffi Ir Permanent C/O Okay To Iss —�"Jtic/ n j, fe. c;t v>lG L:\Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc C" C<_— Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspectioleive �- l S C0 4 - Queensbury Building & Code Enforcerfent Arrive: art: 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: '� LOCATION: -INSPECT ON: �f �Z 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/ Head 50 P.S.I for 15 minutes Insulation Residential Check / Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If re uired unheated spaces TC u I for Furnace D ct work sealed roper! / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request r v Queensbury Building&Code Enforcement Arrive: � � p ep '- a 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: c1111-'� PERMIT #: LOCATION: ) INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check ProppteVent,Attic Vent AIVI*lt/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape . 77 COMMENTS: L:�SueHemingwayABuiiding.Codes.Inspection.FORWRough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation I pection Report Office No. (518) 761-8256 Date Inspection re st r iv i �'G1 Queensbury Building & Code Enforcement Arrive: am/p epart: - a m 742 Bay Road, Queensbury, NY 12804 Inspector's Ini NAME: 4 1 PER ##: LOCATION: INSPECT ON: it 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/ Head r 15 minutes Insulati Residential Check/ Commercial Check ; FA Proper Vent Attic Vent Duct / Hot Water Piping Insulation ��� R1��� If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection port Office No. (518) 761-8256 Date Ins ection ues rec iv Queensbury Building&Code Enforcement Arrive: am/ art: - a m 742 Bay Road, Queensbury,NY 12804 Inspector s Initia . NAME: c PERMIT#: LOCATION: �1c�rYx��; SPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 �� -- Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls ,Scf� Metal Strapping for Notches Top Plate 1 %z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center ce and water shield 24 inches from wall Fire separation 1,2, 3 hour l� Nat Fire wa , 3,4 hour e o in Penetration sealed 16 inch insulation in cavity min. t tow✓ L, Garage Fire Separation VV 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 OCOK� Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re uetvQueensbury Building & Code Enforcement Arrive: a p742 Bay Road, Queensbury, NY 12804 Inspector's nitials• NAME: An�R iC11, �Po�,6 CorMPLEJ. PE # LOCATION: r,3Z(a )VA&-EM2►r- tPJE INSPECT ON: TYPE OF STRUCTURE: Y N/A Rou h 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 / Head 50 P.S.I for 15 minutes Insulation Residential Check/ Commercial Check Proper Vent 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&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques rec e . Queensbury Building& Code Enforcement Arrive: -�— ` art: 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: mac- PERMIT #: LOCATION: INSPECT ON: j -- - TYPE OF STRUCTURE: Y N N/A 1 , 3 PVC: R-1,R-2,R-3,R4 Drain/Vents Cast I on, Copper Drain/Vent/Comm. Pl ing Vent/Vents in Place ou Plumbin /Nail Plates 1 % inch min.Drain Size Waftg Machine Drain 2 inch min. !Lea ply Test Drain and V _..-, _____...____._._ 5 PSI or eet above highest connection for 1 musutes Cleanout every 100 feet/change of direction Water Supply Piping V-1 Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Checks Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed ro erl /No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req est iv d: Queensbury Building & Code Enforcement Arrive: am epart: a 742 Bay Road, Queensbury, NY 12804 Inspector's Init Is NAME: PER #: �� LOCATION: - INSPECT ON: TYPE OF STRUCTURE: 4 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/ Head 50 P. I for 15 minutes nsulatio esidential Check/ Commercial Check Pro er Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: T—A,LIED �L� 2��l©kJ L-Rv-;\V�� Y-R LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In pect-ion reque v Queensbury Building&Code Enforcement Arrive: f a p '- (,� a in 742 Bay Road, Queensbury,NY 12804 Inspector's Init' s- NAME: k 31—( _ CA r Y PERMIT#: ✓ � LOCATION: ^.^� INSPECT ON: C� TYPE OF STRUCTURE: S Vic, v Y N N/A COMMENTS F ing Attic Access 22"x 30"minimum ��Jack Studs 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls _ 1 Metal Strapping for Notches Top Plate 1 '/2 w) 16 gauge(8) 16D nails each side ��"� �►v ---�\l— . %�'" V'.�"�( 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 %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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectiofq ce' O Queensbury Building&Code Enforcement Arrive: Depa " am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's InitNAME: '� /�i #:LOCATION: ti ;�, T ON: TYPE OF STR TURF: r� 0 Comments Y N N/A Piers C D-0$P,% Monolithic Slab _ � ''Z) Reinforcement in Place The contractor is responsible for �����, providing protection from freezing �- for 48 hours following the placement of the concrete. LA _ Materials for this purpose on site: _ L1 Foundation/Wallpour C,I Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 SIab — PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway',Building.Codes.Insnection.FORMSII'oundation Inspection Report.doc January 28.2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r uest ce e . Queensbury Building&Code Enforcement Arrive: nvp Depart: am 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: _1= .:�_C�.?�� c- �` 1 ERMTT#: --- - LOCATION: _ INSPECT ON: /D—mil TYPE OF STRUCTURE: ` Comments Footings ----------- ---� -- Piers Monolithic Slab R 'nforcement in Place The contractor is responsible `r�`� providing protection from freezing for 48 hours following the placement I of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfrll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\Suenemingway`ISuilding.Codes.Inspection.FORMS\I'oundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspecti*estQueensbury Building &Code Enforcement Arrive: part: -'ob742 Bay Rd., Queensbury, NY 12804 Inspector's I NAME: _ _ C t��T'lj_C pMp(_pC, PERMIT#: �y^Z po�L�— LOCATION: _ INSPECT ON: — TYPE OF STRUCTUR 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 12inch 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:\Sueflemingway\Buil ding,Codes.lnspec tion.FUR.NtSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report J Office No. (518) 761-8256 Date Inspection reque re eiyed: Queensbury Building&Code Enforcement Arrive: �1711/Pit / Depart: _ pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi ls: NAME: _ _ _ SP6 r is IT#: --- �� LOCATION: _ _ S ECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings ------------------- - Piers Monolithic Slab — Reinforce tin Place The contr etor is rys}�onsi le providing pro ection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site._ — Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing _ 4 Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footin 6 mil poly for wet areas under slab ' u ----------- Backfill Approval _Z;U �� Plumbing Under Slab— k-k PVC/Cast/Copper ( >� - Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FORMSV'oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspec oon request received: Queensbury Building&Code Enforcement Arrive: te anvpm Depart: am/pm 742 Bay Rd., Qu ensbury,NY 12804 Inspector's Initials: Dk _ NAME: _►_r C. PEIZA41T#: LOCA"CIUN: ICY IN PELT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings ---------..__------ - Piers - Monolithic Slab 7Rei orcement in Place he contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site.^_ L J/; � V Foundation/Wall our T� 6- R6nforcement in Place Foundation Dampproofing Foundation/Waterproofing "Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing j 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\SucHcmingway'\Buildinb.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28.2003 V� Foundation Inspection Report Office No. (518) 761-8256 Date Ins ection re u t r c Queensbury Building &Code Enforcement Arrive: a Depart: n ` 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: wl?=. Q� ���E�_ ERMIT#: _ 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 of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump iF oting Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab VC/Cast/Copper Foundation Insulati nteri exterior R- ' Rough Grade 6 inch drop within 10 ft. USueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 S---/( Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque re i Queensbury Building & Code Enforcement Arrive: /p part: a / 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: NAME: ��i1,4 ��� Pc✓'t nj�E IT #: U LOCATION: S 1-fc r" JItn1 Ave aL' p INSPECT ON: 3 US TYPE OF STRUCTURE: A \�NAhQ`- 0 1 LD I �) Y N N/A 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 ea / 5 P. . . or 10 ft. above highest connection for 15 minutes ✓ Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check Proper Vent 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&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 3 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: J �� ' Queensbury Building&Code Enforcement Arrive: am/ Depart: I / — am/p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT NO.:14�0 LOCATION: . g& INSPECT ON: RECHECK: ,�cl� Comments and/or di ram Soil T e: Sa L la Type of Water: yunicip /Well Water Waterline separafioadidance Well separation distance ft. . y gib Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. n ,/ Size of Stone �� . lmll e6 v-46 4, Seepage Pits: Number Q Size: x A—V Stone Size: Piping Siz T e ro Building to tank NgSF44 G 0 Tank to Bistrib%tiew4ft '^ Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps _ Location/Separations Foundation to tank ft. F undation to absorption ft. e aration of Pits ft. Conforms as per Plot Plan Y N _ Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Septic Inspection Report Office No. (518) 761-8256 Date Inspectiofree Queensbury Building&Code Enforcement Arrive:742 Bay Rd.,Queensbury,NY 128`04 Inspector's IniNAME: �n^ c1 1` LOCATION: RECHECK: Comments and/or diagram Soil T Sand /Clay Type o unicipal/Well Water Waterline separation distance ft. Well separation distance ft. /0 , Other wells: ft. ,/ Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps _ Location/Separations L Foundation to tank ft. Foundation to abso tion Z ft. Separation of Pits ft. Conforms as per Plot Plan Y —)A Q-Ln ineer Re ort a As-Built Y �f Location of System on Property: J Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta is• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Foundation Inspection Report ve Office No. (518) 761-8256 Date Inspectio equest re id: Queensbury Building&Code Enforcement Arrive: epart: am/ 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME: ! PERMIT#: _ LOCATION: INSPECT ON: lkytt- TYPE OF STRUCTURE: Comments 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. D\ — L e;infor mint in Place Foundation Dampproofing _ Foundation/Waterproofing Type of Dampproofing/ 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:\SueHerningway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ r iv Queensbury Building &Code Enforcement Arrive: a m Depart: am/ 742 Bay Rd., QueensbuL 2804 Inspector's Initial NAME: RMIT#: _ LOCATION: SPECT ON: TYPE OF STRUCTURE: ments Z Y otings 1,1 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 Foundation Dampproofing T Foundation/Waterproofing Type of Dampproofing/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. LASueHemingway\Building.Codes,Inspection.FORMSToundation Inspection Report.doc January 28,2003 1 Foundation Inspection Report c�v Office No. (518) 761-8256 Date Inspection r est r e' Queensbury Building &Code Enforcement Arrive: am/pm epart: anv` 742 Bay Rd., Queensbury, NY 12804 Inspector's Init NAME: \ PERMIT#: LOCATION: � INSPECT ON:'-/ _05 TYPE OF STRUCTURE: Comments Y N N/A ootings 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASueHemingway\Building,Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectiogre ec Queensbury Building &Code Enforcement Arrive: Depart: m742 Bay Rd., Queensbury, NY 12804 Inspector's IniNAME: P)n�r_ �_ Q� S G PI e X #: s_5✓ LOCATION: �i�er,n.��71-I 11Vf INSPECT ON: TYPE OF STRUCTURE: Comments 'A ^ \\#mil Y N "/A tings Piers y Monolithic Slab M Reinforcement in Place � C 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 Po RT, 1 v?AAU I' Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: VWb\��ilk- - *3 o 12 inch width CFcU�L\ L G-o 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. I.\SueHemingwaylBuilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 9-// - ,.. Septic Inspection Report Office No.(518) 761-8256 Date Inspection re Vest re ived- Queensbury Building&Code Enforcement Arrive: '0 t> art: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial 1 NAME: P IT NO.: LOCATION. � � SPECT ON: RECHECK: CommentsZand/oi,Soil T e: Sand/Loam!Cla t. wType of Water: Municipal/Well Water ? Waterlines separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Mping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits b� � Conforms as per Plot Plan Y N �` p Engineer Report and As-Built Y N -Vb �� t� <C 1 L q D Location of System on Property: �-�- ��� \35 o Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 i New York State Department of Environmental Conservation Office of Environmental Quality, Region 5 AM 232 Hudson Street — P. 0. Box 220, Warrensburg, New York 12885-0220 Phone: (518) 623-1238 • FAX: (518) 623-1311 © _ Website: www.dec.state.ny.us Denise M.Sheehan CERTIFIED MAIL # 7003 1680 0000 8460 3374 ��� Acting Commissioner RETURN RECEIPT REQUESTED August 30, 2005 TOWN OF QUEENSSURY COMMUNITY DEVELOPMENT RECEIVED Mr. Douglas Miller AUG 3 2005 Adirondack Sports Complex, LLC 4 Stone Pine Lane ACO ZONING Queensbury, NY 12804 M C PLANNING EXEC.DIR, Re: SPDES Permit Identification No. NYR10JO14 (through Permit No. GP-02-01) Adirondack Sports Complex Sherman Avenue Queensbury (T), Warren (Co.) Dear Mr. Miller: On August 24, 2005 1 conducted an inspection of the construction activities associated with the above referenced site while in the presence of Mr. Drew Stevens of Galusha and Sons, LLC. The purpose of my inspection was to verify compliance with the State Pollutant Discharge Elimination System (SPDES) General Permit (No. GP-02-01) for Storm Water Discharges from Construction Activity ("the general permit"). The overall rating for the project at the time of the inspection was marginal. A copy of the inspection report is enclosed for your information. In addition to the report, I would like to elaborate on the following: • A complete copy of the signed Storm Water Pollution Prevention Plan (SWPPP) was not being retained at the construction site as required by Parts 111.B.1 and IV.0 of the general permit. Your failure to retain a complete copy of the SWPPP at the construction site is a violation of Parts II1.B.1 and IV.0 of the general permit. • A copy of the general permit was not retained at the construction site as required by Section 750-2.1 (a) of Title 6 of the Official Compilation of the Codes, Rules and Regulations of the State of New York (6 NYCRR). Your failure to retain a copy of the general permit at the site is a violation of 6 NYCRR 750-2.1(a). • Your SWPPP did not describe the erosion and sediment control measures to be employed at the site as specified in Part III.D.2.a(7) of the general permit. Your failure to ensure that your SWPPP describes the erosion and sediment control measures to be used at the site is a violation of Part III.D.2.a(7) of the general permit. • Your SWPPP did not describe the post-construction storm water control measures to be employed at the site as specified in Part III.D.2.a(7) of the general permit. Your failure to ensure that your SWPPP describes the post-construction storm water control measures to be used at the site is a violation of Part III.D.2.a(7) of the general permit. Mr. Douglas Miller August 30, 2005 Re: Adirondack Sports Complex Sherman Avenue Queensbury, Warren County Page 2 • Your SWPPP did not identify the contractor(s) and subcontractor(s) responsible for each erosion and sediment control measure as required by Part IIl.E.1 of the general permit. Your failure to ensure that your SWPPP identifies which contractor(s) and subcontractor(s) are responsible for each erosion and sediment control measure is a violation of Part III.E.1 of the general permit. • Part V.H.2 of the general permit requires that all reports required by the general permit be signed by the permittee or a duly authorized representative of the permittee. At the time of my inspection, the inspection reports were not signed. Your failure to sign the required reports is a violation of Part V.H.2 of the general permit. Please be advised that Part V.A of the general permit gives the Department the authority to order an immediate stop to all construction activity at the site upon the finding of significant noncompliance. In addition to the possibility of a stop work order, permit noncompliance also constitutes a violation of the Environmental Conservation Law (ECL). The civil liability for violations of Article 17 of the ECL are described in ECL 71-1929. Any person who violates any provision of Title 7 of Article 17 shall be liable to a penalty of not to exceed thirty-seven thousand five hundred dollars ($37,500) per day for each violation. Please correct the above noted violations immediately. An unannounced follow-up inspection may be conducted in the future to verify that these deficiencies have been addressed. Please feel free to contact me at (518) 623-1232 if you have any questions or comments regarding the statements in this letter. Sincerely, Beth A. Hayes BAH:lc Environmental Engineering Technician 1 Enclosure cc w/enc: David Hatin Drew Stevens AM NEW YORK STATE /61"N Imbow DEPARTMENT OF ENVIRONMENTAL CONSERVATION 11111W DIVISION OF WATER N"6660 11WIF Construction Stormwater Inspection Report(for SPI)ES General Permit GP-02-0 1) Project Name: (20mpley — Date: Page I of I Location: Vl� AV" Permit#(if any): NYR 1 C)3_01L4 Municipalil-,:Queerf�>bu( Count%: DEX:Region: 5 Entry Time: Fxif Time: "'I - I . CD y') Name(s)of On-site Representative(s)at Ilispection: �Veather Conditions: UESC— �5ulnn\j , Nance of SPDES Permittee: Ad*'\,-c(AdCtCK_ Ccmpi i 4 5wne, Rr)-e_ L_am_� ell�- I L--4—C— G"fit�SbL,try, la5CLJ INSPECTION CHECKLIST SPI)ES Authoritv Yes No N/A Citation 1. 0 A 0 Is a copy of the N'01 posted at the construction site for public viewing? (W-02 01 1 1)5, 2. 0 0 Is an up-to-date copy of the SWPPP retained at the construction site? —Xncc,;e1p1'Lt_e- GP-02-01:III J3 I &1%'( 3. ❑ A 0 Is a copy of the SPITS General Permit retained at the construction site? 6 NYCRR 750-2 I(a) SWPPP Content Yes No N/A Citation 4. El X 0 Does the SWPPP describe Orid identify the erosion&sediment control measures to be employed'? GP-02-oi III D,2 a,(7)ti IS') 5. !Si 0 0 Does the SWPPP provide a maintenance schedule for the erosion&sediment control measures? OP-02-01 6. ri N 0 Does the SWPPP(describe)and identify the post-construction SW control measures to be employed'? GP-02-01 III DZI,.(2) 7. 0 A IJ Does the SWPPP identify the contractor(s)and subcontractor(s)responsible for each measure? GP-02-01 IIUA 8 0 0 0 Does the SWPPP include all the necessary contractor certification statements'? GP-02 01:Jill:2 9. 13 0 0 Is the SWPPP signed/certified by the permittee? GP-02 W V 11.2 Recordkeepin Yes No N/A Citation 10. X 0 0 Are inspections being performed as required by the permit(every 7 days and after rain event)? 6P-02.01 1111).3 b 11. X 0 0 Are the site inspections being performed by a qualified professional? G11-02-01:JIM 3.a 12. 13 tlk 0 Are all required reports signed/certified by the permitice? GP-02-or V H.2. 13. 0 0 X Does the SWPPP include copies of the quarterly written summaries of compliance status? GP-02-01 IV D Visual Observations Yes No N/A Citation 14. 0 0 All erosion and sediment control measures have been installed/constructed as detailed in the SWIT!".) GP 02-01 111 A 2 15. 0 0 All erosion and sediment control measures are being maintained properly'? GP-02-01 \1 1. 16. C3 bQ 0 Are there currently more than 5 acres of disturbed soil at the site without prior approval? GP-02-01 111 1)2 it(4) 17, X 0 0 1 lave stabilization measures been initiated in inactive areas? GP-02 01 111 D4 18. X 0 0 Are permanent storrnwater control measures being implemented? OP-02-orIII A' 19. 0 0 0 Was there a discharge into the receiving water on the day of inspection? 20. 0 X 0 Is there evidence of turbidity,sedimentation,or oil in the receiving waters? F(A.17-0501,6 NYCRR 703 2 Overall Inspection Rating: Q Satisfactory Marginal 0 Unsatisfactory Name/Agency of . Signature of Lead Inspector: �� LI--�Ju A E Lead Inspector: Names/Agencies of , I Other Inspectors: KA R.06-22-05 TOWN OF QUEENSBURY 142 Bay Road, Queensbury, NY. 12804-5902 To: Dave Hatin, File 2005 557 From: MJ Palmer Date: 8/2/2005 Re: Adir. Sports Complex Support Bldg My plan review indicates the following items must be addressed: 1) Drawings need to indicate that the fire alarm system will be monitored 2) Provide details of the kitchen area A) layout B)Hood details C) Suppression details 3) Fire extinguisher locations to be determined 4) Provide sprinkler system drawings for review 5) Change FDC to 5" Storz connection 6) Drawings indicate truss roof. Provide detail of locations for truss i.d. signage "Home of Natural Beauty ... A Good Place to Live " TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin From: Steve Smith Date: July 20, 2005 Re: Plan Review Comments-Adk.Sports Complex - Support Building Fire Alarm Plan - BP 2005-519 I have reviewed the submitted drawing, and have the following comments: • Add one manual pull station at exit with double revolving doors. Must be within 5 feet of exit per 907.4.1 FCNY. • Relocate manual pull station shown on drawing to within 5 feet of exit with single revolving door per 907.4.1 FCNY. As drawn, it is approximately 20 feet from exit. • Horn/Strobes shown on outside of building are not necessary. System must be monitored per 907.15 FCNY. I have relayed this information to Rucinski/Hall already. Thanks TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT STATE OF NEW YORK DC)N DEPARTMENT OF HEALTH Glens Falls District OAioe, 77 Mohican Street,Glens Falls, New York 12801 (518)793-3893 FAX(518) 793-0427 Antonia C. Novello, M.D., M.P.H., Dr. P.H. Dennis P.Whalen C." Commissioner Executive Deputy Commissioner February 28, 2006 Mr. Doug Miller FILE Ury 326 Sherman Avenue Queensbury, New York 12804 Re: Plan Review Adirondack Sports Complex Facility Code 56-BD82 (T)Queensbury Warren County Dear Mr. Miller, Thank you for meeting with me February 27, 2006,to review your proposed food service plan, for the new Adirondack Sports Complex to be located at 326 Sherman Avenue, Queensbury. To reiterate several items we discussed: • Your plan did not indicate how you will hot hold pizza and calzones. • Your plan did not indicate a steam table for hot holding. (According to you, you intend to hot hold soups.) • Your plan did not indicate a separate food preparation sink, which, with your menu, you should provide. • Your plan did not adequately address how the dishwasher will sanitize. However, you indicated during our discussions, that the dishwasher rinse cycle would reach a minimum of 180°F for sanitizing. • Your plan indicated one sandwich unit, however, with your menu, two would be more prudent-one for pizza toppings and one for sandwich preparation. • We discussed your ill food worker policy, preventing cross-contamination, approved cooling methods, proper cooking and re-heating temperatures of potentially hazardous foods, and the proper use of a barrier between bare hands and ready to eat foods. • Please note that all equipment should be commercial and NSF approved. • Please note that all food equipment and food preparation sinks must have indirect drains. • Please note that all finish materials of the walls, ceilings and floors should be smooth, durable and easily cleanable. • Please note that all equipment,unless easily movable, should be equipped with lock-down castors and quick disconnect utility connections, sealed to the floor or elevated to provide a minimum of six inches between it and the floor,to facilitate cleaning. • You indicated that your seating capacity will be 46. Please be aware that submission and review of plans does not relieve the operator of a food service establishment or his successor from meeting all requirements of Subpart 14-1 of Chapter 1 of the State Sanitary Code. Before a"Permit to Operate"will be issued by this office, you must: • Have a septic system design approved by this office;and submit certification by your engineer that the system was installed as per approved plan. (You indicated that your engineer, Tom Nace,has been working directly with NYSDOH engineer, Mike Shaw, on this.) • Provide this office with a copy of the Building Permit and the Certificate of Occupancy(C.O.) when issued by the local code enforcement office. (You mentioned you may get a Temporary Certificate of Occupancy initially. Please note that if you do so,you will need to submit the list of items which still need to be completed in order for the C.O.to be issued. Also, note that your NYSDOH "Permit to Operate" will be conditional upon the C.O. being provided.) • This office has also been notified of several complaints regarding an odor in the new sports complex. This is currently being investigated to determine if there is an odor, and if so,what the cause is and whether it may be potentially harmful; and,to check for adequate ventilation of the building. This matter will need to be resolved before a food service permit will be issued. • Have a satisfactory pre-operational inspection completed by a representative of this office. Please provide the above information and certifications. When you are ready, please contact Mr. Paul Lorente of this office for a pre-operational inspection of the facility. If you have any questions, please call me at 793-3893. Sincerely, Melissa A. Brewer Principal Sanitarian Cc: Anita Gabalski,District Director Paul Lorente, Public Health Sanitarian 4 ,. Warren County Building Codes "The DOME" Adirondack Sports Complex 326 Sherman Ave. Queensbury, NY 12804 www.adirondacksoortscomplex.com (518) 743-1086 fax 743-1247 thedome@adelphia.net June 19, 2006 Mr. Dave Hatin, Director Building and Codes Town of Queensbury 742 Bay Road Queensbury,NY 12804 Dear Mr. Hatin, The purpose of this letter is to inform you that the driveway centerline and parking areas at the Adirondack Sports Complex will be re-striped the parking lot signage installed, per the approved site plan, as soon a Kubricky Construction is able to complete the remediation work that they are currently pursuing on the final blacktop application. Following the placement on the final blacktop layer approximately five weeks ago there has been a continuing occurrence of"tire dents" in many of the parking areas, especially on the north side of the main building. Mark Petramale of Kubricky Construction is dissatisfied with this situation and has requested that they be allowed rectify the situation before re-striping and installing the signage. In any event, Mark has been informed that the re-striping and sign installation must be completed prior to July 19, 2006. Please let me know if you have any questions or need any additional information, Sincerely, Doug iller Adirondack Sports Complex TOWN OF QUEENSBURY 742 Bay Road, Qi eciishury, NY. 12804-5902 August 2, 2005 Rucinski Hall Architecture 627 Maple Avenue Saratoga Springs, NY 12866 Dear Ron: We reviewed the plans for the support building to the Adirondack Sports Complex and note the following items still need to be addressed on the plans. The structural calculations submitted appear to be missing certain calculations for wind and snow load. Could you please clarify how this has been addressed in these calculations or will be addressed in future calculations. At least one urinal still needs to be lowered to a height of 17 inches above finished floor. It appears there is a service counter for the food concession area, and therefore that must be provided with a handicap service counter at 34 inches as well. We still need details on the hood system and suppression system to be installed in the kitchen area. There is no indication on the fire alarm plan as to whether it will be monitored off site as required by the Code or not. The fire connection for the sprinkler system must be a five inch storz connection. Please change the detail on the plans accordingly. There is no note on the drawings that shows that the identification for truss construction will be installed on the exit doors to this support building. Please add additional information on the signage and location for this truss identification sign. Once the above items have been resubmitted and reviewed and found acceptable, a building permit will be issued. iJ If you have any questions, please don't hesitate to contact me. Sincerely, T n f ue Da d a . ector Building and Code Enforcement DH/mg " Home of Natural 13cauty ... A Good Place to Live " i 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 9 9 Fax:_(518)745-0308 JUL TRANSMITTAL July 22, 2005 �'��� To: Dave Hatin, Town of Queensbury From: Tom Hutchins Reference: Adirondack Sports Complex, Common Building Per Ron Rucinski, enclosed is a copy of structural steel and seismic calculations for the referenced building. Regards, Tom Hutchins G.Thomas Hutchins, P.E. Project No.: Z_SC1 4 Date f�/dl cc `Si Hutchins Engineering By. Sheet ot Subject S� �b - N�rSBC A tsc '-7 7 ) ,ik15 $C Rc, 5 o T 7-3 Q 0 - 'L'f9 psis t � 3.6, p5 T •d BOEO-StrLtBTSI 2utuaaut9u3 sutyo4nh aZO= tT So ST 9nb t Project No.. 2 UI Date: Hutchins Engineering SY: —6•1 n — Sheet Z of Subjectfy1 S Pr ti�uF t ��D �it-�n� ��r✓�j �v.���q�� ,Q011e. 12. E 1��3 � �b� i Pps Z "d eO6n-G+,L.(8IS) 9uzuaaux3u-q susuoznk e;;Pn! TT cn CT gnu Project No_ Z 1 pate: (o tla Hutchins Engineering By Sheet or Subject `'"'�i��t4C �?3'�- V�1� �a►r.i� _ H t,-J t 'd 8QEQ-S�L(BiSI 2UlJaau[2U-4 sucuOznu I.�ne * * �* g^ Adirondack Sports Complex -Support Buildina Beam Design 1?9/v C -W-Shaped Beams lbf �lbf DesignLoad := 80— E := 29.10 a -- 2200 si ' $2 2 allow n , in ,w JUL 2 2 2005 -iuS; y pxa l '!l 7 Bays 1 & 3 - Distributed Load Lbeamland3 := 20il Dims of Bays = 20 ft x 26 ft Areabayland3 := 520ft2 Armbayland3 = 520 ft2 Loadbay := DesignLoad•Areabayland3 Loadbay = 416001bf �`O�bay lbf wbeamIand3 :_ Wbeamland3 = 173.333— Lbeamland3 in Beams 1-1, 2-11 1-3, 2-3 ■ Mmax •— w 12 8 2 wbeaml and3'Lbeaml and3 Mmaxl �= Mmaxl = 1.248 x 106 lbf in 8 Mmaxl Sreqdl := Sregdl = 56.727in hallow i W16X40 yl := gin I1 := 518in4 a _ MnMI 1 61 = 19274psi l ' I1 Deflection Lbeamland3 AUowableDeflection = 9.667 in AllowableDeflection := 360 5•w-14 max:_ 384•E•1 5"Wbeamland3_L beamland3 ©mail 384•E•I1 Distributed toad Lbeam2 := Oft Dims of Bay= 13ftx26ft Areabay2 := 338ft2 Lo �ignLoad•Areabay2 Loadbay2 — 270461bf �bay2 '— Loa_ W 173.333 in 1 beam2 _ m Wbeam2 Lbeam2 Z C Beams 1-2. 2-2 W.1 2� .Mmax - 8 Wb eam2'Lbeam22 Mmax2 = Mmax2 = 5.273 x 1051bf in 8 Mmax2 Sregdl ISdl = 23.967in hallow w14x26Y., 1 t W-tv j1 r y2 := 6.95in I2 := 245m* Mmax2'y2 62 := I 62 = 14958 psi 2 Deflection AllowableDeflection := Lbeam2 AllowableDeflection = 0.433 in 360 A 5•w-1 max 384•E•I 4 ©m2 := 5 Wbeam2'Lbeam2 lAmax2 = 0.188' 3E4EI2 Adirondack Sports Complex - Support Building Beam Design -W-Shaped Beams DesignLoad := 80 lbf E := 29.106 lbf callow .= 22000psi ft 2 in2 Beam Length 3 - Distributed Load LbeaM2 _ 16ft Dims of Bay= 16 ft x 26 ft Arc%y2 := 416ft 2 Loadbay2 := DesignLoad-Areabay2 Loadbay2 = 332801bf wbeam2 Loadbay2 wbeain2 = 173.333 lbf Lbeam2 M Beams 1-2. 2-2 w•12 Mmax := 8 2 Mmax2 := wbeam2'Lbeam2 M..x2 = 7.987 x 1051bf•in 8 Mmax2 sregdl '—_ ISreqdl = 36.305in hallow q ql "7� 1 j qq L -� - sd 9 11'7 a . � o - Qom_ apt ° �zoj�t3 uo�--�0 Z9 tsd9Lo61 ::"7 Z9 ut56'9 = `� wt6Z AC� d � Cx �Z urn G .d v n n SS �. �-�► S n�S S 7it�d 3-f1 -- FL 57 its 1 m ZO 3E)Vd IIVH IAsNIond ZTOS-099-8IG LZ:OT SOOZ/iZ/ZO Miller Sports Complex t RAcf Seismic Design Criteria 7/7/05 Seismic Use Group 1 Site Class D Sds 0.328 Sd1 0.161 Seismic Design Category C Method 1617.5 Simplified Procedure Light Frame Walls with Shear Panels—Wood structural Panels Seismic Base Shear, V = 13.5 Kips OR Light Frame Walls with Shear Panels-Other Materials Seismic Base Shear, V = 30 Kips SEISMIC DESIGN WORKSHEET Miller Sports Complex, Town of Queensbury,New York SEISMIC USE GROUP 1 building importance-normal(1),important(2),and essential(3) Section 1616.2 SITE CLASS D soils criteria-A-F,A is hard rock,Fis pests and highly plastic clays Baseline is D. Table 16,15.1.1 MAPPED SPECTRAL RESPONSE COEFF,0.2 SEC- FIGURE 1615.1,Ss,%G 0.35 MAPPED SPECTRAL RESPONSE COEFF, 1.0 SEC- FIGURE 1615.2,S1,%G 0.1 SITE COEFF FOR SHORT PERIODS, Fa,Table Site coeff is a function of site class and mapped spectral response coeff. 1615.1.2(1) 1.4 Ad usts Ss from site class B to other site classes SITE COEFF FOR 1 SEC PERIODS,Fv,Table Site coeff is a function of site class and mapped spectral response coeff. 1615.1.2(2) 2.4 Adjusts S1 from site class B to other site classes ADJUSTED SPECTRAL RESPONSE COEFF,0.2 SEC- Sms=Ss*Fa SECTION 1615.1.2,Sms, 0.49 ADJUSTED SPECTRAL RESPONSE COEFF,1.0 SEC- Sm1=S1*Fv SECTION 1615.1.2,SmIl, 0.24 DESIGN SPECTRAL RESPONSE ACCELERATION,0.2 Sds =Sms*2/3 SEC-SECTION 1615.1.3,Sds, 0.328 DESIGN SPECTRAL RESPONSE ACCELERATION,1.0 Sd1 =Sm1 *213 SEC-SECTION 1615.1.3,Sd1, 0.161 0.1608 SEISMIC DESIGN CATEGORY BASED UPON Sds, Table 1616.3(1) B SEISMIC DESIGN CATEGORY BASED UPON Sd1, Table 1616.3(2) C Seismic Design Category C Ah Project No.: 'PS G/ Date: e C. Hutchins Engineering By: Sheet r of Subject: ��Q LAA a 1p- 15�Q E 5 ts ��� ��f'� - j/rG'16�71✓j l�'�1� r f A 19- 6-3-�O )A/ L26) 6 972 223, k-t FS 3 21 Az-- - 13- Yt r�e� v � -\( DfwtF ai Lcy'i t- k Project No.: Date: 7 9`7> Hutchins Engineering BY: - Sheet of Subject: L-J� CD � c�S ��Im �- Poi MA iz)/, � I2 LJ COO- -F &A(6, z---" z 5-6 k 1,0,5 CN ! sS s6 =� C9 4k,64 . �a5K ! � � � _.., ._.. .....__ w_..___.... _.,.. T _.._.._.._.__.__....... . .....� w R AXIAL. NOTES / SHEAR STRAPS "IXSENDPEOPta• wLmeBlRVILe L'aU,i AXIAL APPLICATIONS. APPLICAIION: For selection of studs, braced by mechanical bridging spatted not to exceed 4 feet on center which are subjected to axial For selection of Flat Strap(FS)subjected to tension loads in shear wall assemblies or miscellaneous load in the presence or absence of uniform lateral wind loads. applications. us : USA: Select a studi in terms of spacing(lnches asc.),lateral load(psf);artd height(ft)which provides an allowable axial load, Select a flat stap which provides an allowable tensile capacity equal to or greater than the applied in.kips per stud,equal3o or greater than the applied axial load. tension load. Deflections due to lateral loads do not exceed U720 unless the following subscripted values are shown- a. vales followed b the, s�bsci l(3)do not exceed U6t)D DIAGONAL C(�OSS-BRACING a.values followed by the subscript(6) Joist by pt do not exceed I,1360 _,.Y P (2)'.o not exceed U240' d,ll240 is exceeded where load values have been omitted. /y r( Tract Diagonal Wind NOICS: Header Strap 1.Allowable axial load values for 16 gauge studs ate based on steel With'Fy(min)=50 k Built-up 2. c Stud2.The values represent the feast allowable axial load:of the stud in the presenca or abWce of lateral toad. A minimum live load to dead load tatio of 2:1 has been assumed in tl%nreparatim of these tables.A svess Increase bf.311VO has been incorporated(where permissible)on live and wind loads only.For conditions where live loads do not exist or Additional studs where live load to dead load ratios is less than 2:1,contact MarinaiWWS Technical Services Department. M Required 3,Values assume axial loads are applied concentrically to the stud. 4.Studs shall be braced against rotation before loading. Install bridging spaced at intervals riot excee.iing 4'4"on can- ter. Refer to page 25 for bridging types and installation methods, 5.Stud ends shall be attached to each side of continuous ta sm,cwrai ck by welds or screws before loadin Refer to page 20 for sAngle ftvc attachment alternatives. Stud ends shall be installed seated squarely against the web(wffhin 1")of the tracks to assure transfer of axial load,.See reference page 31,Speeificatlon Sectign 3.5,for addfiional Irifortr�tion, Expansion aok Maraud a Attachment: 6.Defections and allowable sttesses were calculated:without regard to the composite contribution of sheathing protlucts, weia o straws 7.Contact MarinoMare for allowable:capactles of framing components nut shown in these tables, 8.Minimum order requirements may apply to some sections shown in these tables. Croce Sreahw Aligwalble'Tenalon CapaOlty DIAGONAL RACKING BRACING FrffislrapbredrW Area Pa Pa — — -- ----- with 1/3 increase without 113 increase Diagonal bracing and connections must be designed for the specific conditions of a building. (thickness) (in.') (kip) (kip) For allowable load capacities of MarinoMare members and assistance in developing connections,please contact 2-X18pi 43rnrk 0.0so2 2.3e 1.78 MarinolWare's Technical Services Department.Buildings must be properly braced to resist racking under wind and seismic 4"X18pa(43mB) 0.1804 4.70 3.57 ,..� loads.In steel-framed construction,diagonal strap bracing offers an economical and effective means to provide this resist- 7X160(") 0,1132 452 s.39 79 ante.Straps are sloped to resist racking forces in tension.They are installed over framing members and easily covered aI 16ya(54mo) 02264 905 4.28 with facingmaterials.Diagonal strap ends are secured b screws or welded to transfer the tension loads to the wall framing �"x laaa(Demo); o.1a2D sao 4.2a g P Y g 4^X 1 6") 0.2852 i 1.41 8.56 and floor assembly.End connections must be designed to transfer accumulated design loads.At the foundation,floor anchors must be adequate to prevent uplift and horizontal shear.Splicing of strapping is not recommended. NOTES: 1.Strap end connections shall be designed to transfer the tensile load. 2.20 and 18 gauge strap:Fy(min) =33 KSI 16 and 14 gauge strap:Fy(min) =50 KSI �t v6ed0ow, pate: Project No.: Z�r Sheet of�- �- ineerig Hutchins En9 n lo Subject: c r _. 70 - SFE O� t NED �t �• Project No.: Z'S;01 L( Date: Hutchins Engineering By. Sheet—�—of Subject: _a-Y'� 1 i!UI t�f(�Z D 14C-? T 7-3 T 7-� 3 3,6 P5 s f f r r Project No.: 25b) 'i Date: ==N6, Hutchins Engineering By:—� Sheet Z of Subject: Vm ' tu�Zt tCtAJ 1 , 0 b E o-f- "'WK5 LA-D A-2 P5 F- 6 �rJ Upu i rr�4w1)V,0 sSv 12t (LorV6t i u bi ti AL� Project No.: Zr Date: Hutchins Engineering BY: Sheet of Subject: Q!,rtA w_iU�LS� U� J��L-Z_ W,,4, � ��,) C�flc'-A G-J Project No.: 7-SOi4- Date: b Hutchins Engineering BY: 67Fi-( Sheet t of _ Subject: W� c . i L =.tit Ck- r 5L - Zo -5 0 = 70 P5!= QL t 7U x ZS — 1 -7 5O PL(�- Ctc�cr�Ll t 38 � 0 ���•� v =S�4b �c7 m):mv�SST) � g Z'2_ kz � 8 S� = �73 Vsa l,J tqkZC ZZ-- C :tA I SPAS zx 14C _ `7(O k-yb-.ti. Z$ Z�}S Ox Project No.: ZSOt Date: -�> 8 d Hutchins Engineering BY: Sheet 2 of Subject: z� a 5U 4/0 = tic �S L�AO T)L t SL t-SS L 1Z ` 23' Z3 Z 76 Project No.: 2, � Date: 9 A 3A, Hutchins Engineering By: Sheet Of Subject: V V- io. — "Q-C&�-1OOC� — �11 C�' �)U M w 8 �2 8 � i • ! ZZ X, IZo = 960 ?U- 8o pL� z� F 1 , Project No.: 'ZSpI Date: 9 S� Hutchins Engineering BY: Sheet of Subject: SQ FOCI B Kt - Z ^ ?Lt - ; `tva 3 z3 ' _-7 c3 K `t _r B A-1 s- Z5 8 Y.-� pate: Proj NO.- _-.----°f By. meeting xutclh En9 Subje� LAX-- , _ ^ �` JC4p5 / w Miller Sports ComplexC�' Seismic Design Criteria 917/05 Seismic Use Group 1 Site Class D Sds 0.328 Sd1 0.161 , Seismic Design Category C Method 1617.5 Simplified Procedure Ordinary Reinforced Masonry Shear Walls (2106.1.1.3) Seismic Base Shear = 47 Kips SEISMIC DESIGN WORKSHEET Miller Sports Complex, Town of Queensbury,New York SEISMIC USE GROUP 1 building importance-normal(1),important(2),and essential(3) Section 1616.2 SITE CLASS D soils criteria-A-F,A is hard rock,Fis peats and highly plastic clays Baseline is D. Table 16.15.1.1 MAPPED SPECTRAL RESPONSE COEFF,0.2 SEC- FIGURE 1615.1,Ss,%G 0.35 MAPPED SPECTRAL RESPONSE COEFF,1.0 SEC- • FIGURE 1615.2,S1,%G 0.1 SITE COEFF FOR SHORT PERIODS,Fa,Table Site coeff is a function of site class and mapped spectral response coeff. 1615.1.2(1) 1.4 Ad usts Ss from site class B to other site classes SITE COEFF FOR 1 SEC PERIODS,Fv,Table Site coeff Is a function of site class and mapped spectral response coeff. 1615.1.2(2) 2.4 Adjusts S1 from site class B to other site classes ADJUSTED SPECTRAL RESPONSE COEFF,0.2 SEC- ISms-Ss'Fa SECTION 1615.1.2,Sms, 0.49 ADJUSTED SPECTRAL RESPONSE COEFF,1.0 SEC- ISmIl -S1'Fv SECTION 1615.1.2,Sm1, 0.24 DESIGN SPECTRAL RESPONSE ACCELERATION,0.2 Sds -Sms'2/3 SEC-SECTION 1615.1.3,Sds, 0.328 DESIGN SPECTRAL RESPONSE ACCELERATION, 1.0 1Sd1 -Sm1'2/3 SEC-SECTION 1615.1.3,Still, 0.161 0.1608 SEISMIC DESIGN CATEGORY BASED UPON Sds, Table 1616.30) B SEISMIC DESIGN CATEGORY BASED UPON Sd1, Table 1616.3(2) C Seismic Design Category C r �.� 9 8/os Project No.: Z S Date: Hutchins Engineering By: c sheet of Subject: t u 61 SPoetS ' � :!mlc C— �jrl�K INA«S �v.�.�?tJb A k.� = � �Ft�;��L �5 µ c 4;C-#4r 27o K-- -t- 9v 3 Coo b PS ►�/ = 1.Z 328 3Go = � 7 �tPS 3 C�ea �s��y `�u�=-S�rr�rrR tom► ��trs A CCRNtK-> �(7 0 �! '54C� sa 5 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 2b Data filename: C:\Program Files\Check\COMcheck-EZ\ADK.cck Section 1: Project Information Project Name: Adirondack Sports Complex Queensbury NY Designer/Contractor. Rucinski Hall Architecture 3 Document Author. Ron Rucinski Section 2: General Information Building Location(for weather data): Warren, New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: New Construction Window/Wall Ratio: 0.10 Activily Type(s) Floor Area Corridor, Restroom, Support Area 8958 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values & U-fictors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Description Perimeter -Value R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Raller/Truss 8958 0.0 20.0 0.047 0.051 Exterior Wall 1: Solid Concrete or Masonry<= 8" Furring: Metal 4930 19.0 2.0 0.095 0.074 Window 1: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.53 300 --- --- 0.340 0.520 Window 2: Metal Frame with Thermal Break:Double Pane Other, SHGC 0.50 25 — -- 0.550 0.520 Window 3: Vinyl Frame:Double Pane with Low-E Other, SHGC 0.53 20 — -- 0.340 0.520 Door 1: Glass, Clear, SHGC 0.50 147 — -- 0.550 0.520 Door 2: Solid 35 — -- 0.380 0.120 Floor 1: Slab-On-Grade:Heated, Vertical 4 It. 401 -- 10.0 -- — (a)Budget U-factors are used for soffware baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 4%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belies; and professional judgment, such plans or specifications are in compliance with this Code. ���'U � t� S 1L I �� �� S-i✓-� Q S G Principal Envelope Designer-Name Signature Date Permit Number &velope Compliance Certificate Checked By/DafR , New York State Fnergy Conservation Construction Code a °' COMeheck-EZ So$ware Version 3.0 Release 2b Data filename: C:\Program Files\Check\COMcheck-EZ\ADK.cck f Section 1: Project Information` Project Name: Adirondack Sports Complex Queensbury NY Designer/Contractor: Rucinski Hall Architecture Document Author: Ron Rucinski Section 2: General Information Building Location(fDr weather data): Warren, New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Window/Wall Ratio: 0.09 Activity TypAg Floor Area Corridor, Restroom, Support Area 7305 Section 3: Requirements Checklist Bldg. Dept. J Use I Air Leakage, Component Certification, and Vapor Retarder Requirements [ ) L All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise scaled. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values &U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Description. Perimeter.R-Value R-Value U-Factor U-Factor Roof 1: Non-Wood Joist/Raffer/Truss 7439 0.0 21.0 0.046 0.051 Exterior Wall 1: Metal Frame, 16" o.c. 4134 0.0 14.0 0.061 0.074 Window 1: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.53 202 -- — 0.340 0.520 Window 2: Metal Frame with Thermal Break:Double Pane Other, SHGC 0.50 25 -- -- 0.550 0.520 Window 3: Vinyl Frame:Double Pane with Low-E Other, SHGC 0.53 20 -- -- 0.340 0.520 Door 1: Glass, Clear, SHGC 0.50 105 --- -- 0.550 0.520 Door 2: Solid 42 --- -- 0.380 0.120 Floor 1: Slab-On-Grade:Heated, Vertical 4$. 310 -- 10.0 -- --- (a)Budget U-factors are used for so$ware baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 7%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Processional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such 'fications are in compliance with this Code. T�. Principal Envelope Designer-Name ig atu. " - ` Date 77CVI /lye IHLC S'A %\