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2007-474 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. P20070474 Date Issued: Tuesday, October 23, 2007 This is to certify that work requested to be done as shown by Permit Number P20070474 has been completed. Location: 777 QUAKER Rd Tax Map Number. 523400-303-019-0001-061-000-0000 Owner. STEWARTS SHOPS CORP. Applicant: STEWARTS SHOPS CORP. This structure may be occupied as a: Commercial/ Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. l TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070474 Application Number. A20070474 Tax Map No: 523400-3 03-019-0001-06 1-000-0000 Permission is hereby granted to: STEWARTS SHOPS CORP. For property located at: 777 QUAKER Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: STEWARTS SHOPS CORP. Commercial/Industrial $335,000.00 P.O. BOX 435 SARATOGA SPRINGS,NY 1286 Total Value $335,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-474 2954 SQ FT COMMERCIAL BUILDING "STEWART'S SHOPS" $443.10 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,August 28,2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the f Quee bu sday,August 28, 2007 SIGNED BY for the Town of Queensbury. Director of Building&Co e Enforcement t For an EPA homeowner's guide: http://wwv .epa.gov/nrdes/pubs/homeowner guide Iona customize.r)df ..f______________________-_-_ __________-- ___________- --___-_______--.-_ -_. _ OFFICE USE ONLY ' , TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK __________________ _______ ___._-__________-__.._-______-J -__-___-__-__-_.____�_� APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. � � r OWNE � � c � INSTALLER: ADDRESS: r� ADDRESS: PHONE NOS. PHONE NOS. LOCATION OF INSTALLATION: RESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older 0 X 150 gallon per bedroom = 0 GARBAGE GRINDER INSTALLED? 1981 -1991 t� X 130 gallon per bedroom = 0 1992-present E� X 110 gallon per bedroom = 0 SPA OR HOT TUB INSTALLED? PARCEL INFORMATION: / ✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE SLOPE % LL ✓ SOIL NATURE: SAND ✓ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? 9, BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? /moo/ fzo—,,) To `I ✓ DOMESTIC WATER SUPLY: MUNICIPAL v'*" WELL (If well:water supply from any septic system absorption is:( ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH(TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: 1000 GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: )tOO &PK- C-j9ZASF- 1Y-AP ABSORPTION FIELD(WITH NO. 2 STONE) Total length _ft. Each trench SOS X ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY, PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codes(a�queensburv.net Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION www. uue nnsburV•net Signature of Person Responsible Date Town of Queensbury - Community Development Office • 742 Bay Road, Queenshuln/, NY 12804 _ _ 4- f �� , � .OFFICE USE ONLY-------------------- ------ f________ _________ i TAX MAP NO. ( PERMIT NO. /� /J 4 + / FEES: PERMIT AGtA , JOECREATION ENGINEERING , (If applicable) ____________.___. -------------------------- ...:._---------- PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER J71 1UG 5 OWNER:�159 1 I l ADDRESS:T' Q �o LB5 (ADDRESS: PHONE NOS. J 3 I I _ �-1 PHONE NOS. CONTACT PERSON FOR BUILDING&COnP z (Ink— ^' ^EA—a �' IE: "d q(0� I LOCATION OF PROPERTY: I 1 / Qu Q SUBDIVISION NAME: Q PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR O CJ Cj w U_� PROJECT F p .:_°LL LL LL LLLL w Q (L Lj „1 z w O zC E-� O F- w z Q Q .-(n N(n OLL F-LL dM.6 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE BUSINESS OFFICE RETAIL- `-� ('J I o� MERCANTILE Y `10 V� FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury • Community Development Office • 742 Bay Road, Queensbui�y, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS:� .t� S ESTIMATED CONSTRUCTION COST: �� FUEL TYPE: GED HEAT TYPE? OW MANY FIREPLACE(S) AND/OR WOODSTOVES(S): 0 ZONING CATEGORY: C I A ARE THERE WETLANDS ON THIS SITE? no IS THIS A HISTORIC SITE? 1 )0 PROPOSED USE OF BUILDING OR ADDITION: �l_ sl 5CI I�S yt�i5 S� eS ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? n Q ARE THERE EASEMENTS ON PROPERTY? no *Please cornplete a separate Application for"Fuel Burning Appliances&Chimneys' available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above SignedGAA�Lp Director of Buildinq & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes(a)gueensbury.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoninq Administrator: 761-8218 (for questions regarding www.ciueensbury.net required permits, the permit process, application requirements or to schedule an appointment) 0 0 This application /proposed action described ; Permission is hereby granted to the above ; herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. ; herein in accordance with said Application: 00 , , , ! , ZONING APPROVAL DATE ; ; BUILDING&CODES APPROVAL DATE 00 `_ Town of Queenshury - Community Development Office - 742 Bay Road, Queenshury, NY 12804 • Community Development Office ; own of Queensbury - 742 Bay Road - Queensbury, New York -12804 ; Blanche Alter, Executive Director-David Hatirt,Director o f Building&Codes ; Craig Brown,Zoning Administrator BUILDING PERMIT CALCULATION SHEET: CD�ni1 p��la� NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIRED AC ACTUAL ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS n AREA FOOTAGE QUESTIONS? CALL 761-8256 OR EMAIL codesAgueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.guensbury.net B 10-LTR 11-20 ---------------------� Community Development Office own of Queensbury • 742 Bay Road • Queensbury, New York •12804 Blanche Altera, Executive Director•David Hatin, Director of Building&Codes ; Craig Brawn, Zoning Administrator WINDOW SCHEDULE _____________________ JOB SITE/ADDRESS: -[q 1 �,LCIVC` DATE: OWNER rcS ,5hco5CU APPLICATION NO.: WINDOW- UNIT 8R CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. WIDTH IN OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING IN INSTRUCTIONS ON PLAN SIZE INCHES INCHES B 26-LTR 11-05 • PROJECT NAME: r 1` ---- ---- OFFICE USE ONLY -------- STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: ; CHECKLIST FOR: =----------------------------- -- MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. Building Permit Application Completed? YES NO N /A Energy Form or CheckMate Energy Code Compliance 2' Forms Complete? (2-copies 3 Energy Code Inspector's Report from Checkmate — Program? (2-copies) 4 Septic application completely filled out? �....._.__..._._. (if applicable) 5. Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: YES NO N /A a.........._---....._.._l_...._ .._--_...J a. Floor plans (s)? _...._......_ .. --___------------_.. .—...._—...... ..__.... b. Foundation plan? ✓ I c. Cross sections (s)? ✓ _................ -_-......_.. - —.... -......__..._—_..— --- ..—_....--- ._—..._—._....._ _.__.__........._....t....... �._.... -....._ I i d. Elevations? ✓ e. Design loads including floor, snow load, and wind ✓ load? f. Seismic design (required after January 2003)? ✓ i i g. Plans signed and sealed by registered architect or engineer? h. Window and door schedule? Two (2) site plans showing location of the structure to be built, location of well or water lines, location of septic ' I 7' system or sewer line with all setbacks and separation I I distances shown, and all improvements to the rp operty? ......._ ......_ .. .._ I 8. Solid Fuel Burning or Gas Appliance Form (if applicable)? i i i I I i 9. I Driveway Permit i ............_......... , ._ ....... R- Town of QueensburV• Co►nniunity Development Office • 742 Bay Road, Queensbury, NY 12804 Coniniuxtity Development O ffice • Town of Queensbury • 742 Bay Rd. Queeusbury, New York •12804 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE . .. _ ..... .. __ .. w z ................. O } ......... , ...._ H wa O . ............................ ............................. ._ O ..... m .... r z Q rn .. .. SIDE PROPERTY LINE 1 SQUARE = FT. CHECKLIST NYS BUILDING CODE(BC) Building: 5Ve1,,Cr11 NYS FIRE CODE(FC) NYS PLUMBING CODE(PC) Location: �, (��► NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: s NYS ENERGY CODE(ECC) Reviewer: Publication Date: April 2005 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 — o 6 Truss I.D. 7 No.of Sleeping Units/Level BC-202 14&z No.of Units-Total 31 No.of Occupants BC-Table 1003.2.2.2 201 8 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 9 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 Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 10 Heights&t Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 11 Sprinkler System(water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 12. Frontage&r Sprinkler Credits Area Modifications(calc.) BC-506 74 Height Modifications BC-504 73 13. Height&r Area Summary: Ht/Area HtlArea Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 3-2 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr.x No.of Stories up to 3 maximum 14. Fire Apparatus Road FC-503.1 29 150'rule Hydrant Reg. FC 508.5 31 15. Exterior Walls Distance Separation* BC-Table 602 82 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 Combustible Distance separations are doubled if fire fighting water is not available(FC-508.1.3). NOTES: Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 16. 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 17. 5pace s_ Attic Accessory&zCrawl Space BC-1208 250 � .€�.� r• Min.Rm.Dimensions BC-1207.1 251 Min.Ceiling Height BC-1207.2 251 18. Ventilation Nat.or Mech. BC-1202.1 249 19. Light Nat.or Mech. BC-1204.1 250 20. Exits Remoteness BC-1004.2.2.1 218 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table 1005.2.2 224 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 BC-1004.3.2.2 221 Capacity of Exits(calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table 1004.3.2.1 222 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 Canopies over Exits 21. Stairs Riser BC-1003.3.3.3 213 Tread BC-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 both sides BC-1003.3.3.11 215 Guards BC 1003.3.2.12 205 Max Rise 12'with landings BC-1003.3.36 215 Platform top&c bottom of BC-1003.3.3.4 214 stairs Page 3 of 10 No. Topic Code Page Required Actual Section No. or Allowed „j 22. Structural ) C /�J Snow Loading-Ground BC Fig 1608.2 296 Snow Loading-Roof(talc.) 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 Foundation Depth BC-1805.2 398 23. Interior Finishes BC-Table 803.4 161 24. Swimming Pools BC-3109 629 25. Sun Rooms BC Ap endix I 693 26. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits- BC-1003.2.11 204 Stairs 27. HC-ACCESS Exempt Buildings BC-1104.4 238 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 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 Push/Pull entrances door ANSI-A117.1-1998 approach -- 28. SPECIAL INSPECTIONS BC-1704 379 Notes: -- Contacts for concrete and structural inspection Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 29. Fire Protection Equipment Central StationMonitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extinguishing Syst. FC-904 59 Kitchen HoodExtinguisher I FC-609.8 41 Standpipe Systems FC-905 62 Fire Extinguishers FC-906 64 Fire Alarm Systems&SD FC-907.2 66 Fire Alarm Boxes& Zones FC-907.4.1, 907.9 72, 73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 Basements FC-903.2.10.1 56 Fan Shutdown 30. Plumbing Code Fixture Count PC-Table 403.1 21 Drinking Fountain,Service Sink 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: Page 5 of 10 No. Topic Code Page Required Actual Section No. Or Allowed 31. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&z Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces-Def. MC-202 5 Fan Shutdown/Alarm MC-606.2 50 System 32. 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 33. 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 Re uired 34. S ecial Inspections BC 1704 379 35. Sound Transmission BC 1206 251 36. Ice&t Snow Shield Reg. 37. No Reinforcing in Footings Notes: W.A"'ZIA, 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: Aa =Arable + (A[able ) + �tabkex IS)=Answer in Square Feet (BC-Pg. 74) 100 100 2. Exit Capacity Calculation (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 =0.7CeCtIPg=Flat Roof Snow Load Where: P f=Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce=Exposure Factor (BC-Table 1608.3.1)(Pg.297) Ct =Thermal Factor (BC-Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg.287) Pg=Ground Snow Load (BC-Fig. 1608.2)(Pg. 296) Ps =C,Pf=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) Page 7 of 10 V 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 1/3`d of the area of the room of 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). 10. 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 plan 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 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. Page 9of10 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. 0 Town of Queensbury r 742 Bay Road / } Queensbury,NY 12804 Scheduled Inspection Date: U xk` Time: / Phone: (518) 761-8206 Business Name: IsmwA +�S Fax: (518) 745-4437 Location: a v"'k., 12-9 Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge EVAC Plan - AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING G FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown It Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage n -om. to Compressed Gas �r�0��M�approvall Clearance to Sprinklers 1 Clearance to Electrical Electric Wiring Enclosed UL Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si no e-Utility Rooms Fe Marshal No SmokingSigns oyyrl of Qu an bU Maximum Occupancy Sign Emergency Evacuation Plan 'a' Approved (If no other approvals apply,the B&C Office will issue a Certific e of Occupancy) ❑ Denied ❑ Call for Recheck Inspected By: L:\FireMarshal\insptopermitto occupyform.doc 0 Li(77 - - 10 Xjal Inspection for Permit to Occupy Fire Marshals Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: 10-2- Time: Phone: (518)761-8206 Business Name: �v 5 Fax (518) 745-4437 Location: Typft of Ins •cfion N/A Yea No EXITS: Exit Access COMMENTS Exit Enclosure Exit Dischar e AISLES: Main Aisle Width -1^ Secondary Aisle Width EXIT SIGNAGE Si n-normal Sign-battery A- EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING A Ft<¢N�f�ht FIRE EXTINGUISHER: Hun ,C Inspection of extinguisher VU I FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator /ice Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical 4, Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign,_.___ Emer enc Evacuation Plan Approved (if no other approvals apply,the B&C Office will issue the Certificate of Occupancy) a Denied / call for Recheck Inspecte y: L:\FreMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection eport Office No.: (518) 761-8256 Date InspectionIre , i Queensbury Building& Code Enforcement Arrive: '. Depart: 742 Bay Road,Queensbury,NY 12804 Inspector's Init7l' NAME: S-b (� � PERMI —�� 'LOCATION: DATE: —O 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 E uivalent 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 '/2 doors > 10%> 1000 s . ft. 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 Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" VA 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/H dr ' n 'nu Active Listening System and Signage Assembly Space Final Electrical 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 Buildin 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\Inspection Forms\Commercial Final Inspection Report.doc /Ogg L5 r-Lic-e- ` Commercial Final Inspection Re/port Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: / , NAME: PERMIT#:-0 7-Z -7Jy LOCATION: 777DATE: !i =27-©` __ 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 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/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 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 required Final Survey,New Structure/Flood Plain certification,if reg. 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 Oka To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report CJ- �`n Office No.:. (518) 761-8256 Date Inspection requ ive 6 p f� Queensbury Building&Code Enforcement Arrive: Depa wpm 742 Bay Road, Q nsbury,NY 12804 Inspector's Initials: < _ ��J W NAME: PERMI #: LOCATIO DATE. r 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 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in.Ate Atep Risers 7"Y 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 E uiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade �l ` �� 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/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 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 dica a rvice Counters, 34 in., Checkout 36" Handicapped RaAS, Handrails Continuous/12 in.Beyond [Both sides] Active istenmstem and Si age Assembly Space —7/ Final Electrical C Site Plan/Variance required Final Survey,New.Structure/Flood Plain certification,if req. �EJ�rc�t � As-built Septic System La out 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 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 27 Main Street Ballston Lake,NY 12019 Phone: (518)399-6560 LAWRENCE H. RUTLAND, JR. Mobile: (518) 527-6383 1PfFax: (518)399-0327 �" �&wxx E-mail lhrpe@nycap.rr.com October 18, 2007 Dave Hatin, CEO Town of Queensbury Building Department 742 Bay Road Queensbury,NY 12804 RE: Stewart's Ice Cream Shop Quaker Road Dear Sir: The referenced sit a was inspected on September 20& 27 2007. At the time of these inspections the canopy steel was being erected. The steel was erected in accordance with the approved palns and specifications. If you have any questions please call. Sincerely, Q� 37063 r Ell G��• U L �/ MIDDLE DEPARTMENT INSPECTION AGENCY, INC. 0-?4 'eWA,that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Stewarts Date: 10/19/2007 -7 Occupant: Same Location: 417 Dix Ave. 7� Q✓C/1 f'(- Occupancy: Queensbury, Warren Co., NY Non-Residential F Applicant: Lupe Electric 4112 N.Y.S. Route 2 `- 17 Troy, NY 12180 d Robert F. Wheats y � ° 14004 E - Equipment: e 200 -Amp. Service Equipment 4/0 . - h - ptacle , - fixtures, - ater eater; 1 -Vent Fan; 2 - Emergency Lights- 2 - Exit/Biergen, Combo.;-1 -Thermostat; 2 - Motion Lights;-200 p. Transfer Switch; 1 - 500 KW Electric Heate 1 - 5 4,T I; 2 - 100 Amp. Panels;1 -60 Amp. H nit 3 To.mCompressor; 1 -5 Ton Compressor; 2 -2 4p 9r 1 �� 220 Amp. Door Light Ckt�s. = 4rr )Aeez�epts; 4 - 128 Watts Strip Lights; 2 -20 Amo. Evap n m - °l c ttt i L: P Iftwh m! �� -kS ® _rw MAW .: _ This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. Final Surve Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: d T NAME: U LOCATION: PERMIT#:� ^ Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey CraWrown,Zoning Administrator Notes: L:LSueHemingway\Buiiding.Codes.Inspection•FORMS\Fina1 Survey Zoning Administrator.doc Commercial Final Inspection Report L Office No.: (518) 761-8256 Date Inspection r t c ' ICE o Queensbury Building&Code Enforcement Arrive: ✓ Depart: a 742 Bay Road,Queensbury,NY 12804 Inspector's Initials. NAME: _ PERMIT :_ LOCATION: DATE: ` R D• 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 I' 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" ,/ pre Lis" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware if required Q, 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 �1V Fresh Air Supply for Occupancy/Ventilation Combustion cq� Low Water Shut Off For Boilers C��N�RA 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 'h doors 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 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 e�- 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. ADS C3'N&6 As-built Septic System Layout Required or On Filed Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler iJ7 Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Teal or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc SEP-6-2007 09:06 FROM:L. H. RUTLAND,JR.PE 399-0327 TO:5811209 P.2 27 Main Street Ballston Lake,NY 12019 Phone: (518)399-6560 LAWRvNce: H. RUTL.AND, JR. Mobile: (518)527-6383 Fax: (518)399-0327 f ,sit' E-mail lhrpc@nycap.rr.com September 5, 2007 Building Department Town Of Queensbury 742 Bay Road Queensbury, NY 12804 Att'n Dave Hatin RE: Stewart's Ice Cream shop Quaker dt Dix Dear Mr. Hatin: The referenced site was visited on September 5,2007 to evaluate the need to use a size 1 A stone as a base for the canopy uprights. There was insufficient soil between the bottom elevation of the 4' diameter sono-tubers(approx 1')and ledge rock for proper or meaningful compaction tests to be conducted. There- fore, the contractor will place size I stone from the rock to the bottom elevation and pour the concrete supports as required. All backfill will also be with size IA stone to the underside of the concrete pad at the pump site. Also, an error was noted on the approved plans concerning the uprights for the free standing sign- The plan calls for 8"x8" steel tubes instead of the usual 6'x6" steel tubes. This is to assure you that the 6'x6" steel tubes are adequate to support the sign. If you have any questions please call. S' y, tland, Jr. P OCT-9-2007 10:49 FROM:L. H. RUTLAMD,JR.PE 399-0327 TO:5811209 P.2 27 Main Street )ff 4-r S_--I h, Ballston Lake,NY 12019 Phone: (518)399-6560 LAWRENGE H. RUTLANID9 JR. Mobile: (518)527-6383 Fax: (518)399-0327 O Sssona�' 4*"t E-mail lhrpe@nycap.rr.com October 9, 2007 Building Department Town of Queensbury 742 Bay Road Queensbury,NY 12804-5902 RE: Stewart's Ice Cream Shop Quaker&Ridge Roads Dear Sirs: A site visit was conducted on October 4, 2007 to inspect the construction of the septic system. At the time of the inspection,three of the proposed leach limes had been installed. During the excavation for the fourth line a large bed of number 3 stone was encountered. The stone was removed and taken offsite. New sand was brought m and mixed with the existing site material and placed in the leach field site. The new mixture was perc tested and found to have a rate of 3Mins/In. The last three lines were then installed and the field backfilled. The system as installed is acceptable and in compliance with the approved plans. E.SSM,r� �.w• R Jr . 0063 �w A�T�f iTA�� OCT-17-2007 10:05 FROM:L. H. RUTLAND,JR.PE 399-0327 T0:5811209 P.2 4 27 Main Street Ballston Lake,NY 12019 Phone: (518)399-6560 LAWRENCE H. RUTLAND, ,JR. Mobile: (518)527-6383 Fax: (518)399-0327 �� ; E-mail lhrpe@nycap.rr_com October 17, 2007 Dave Hatin, CEO Town of Queensbury Building Department 742 Bay Road Queensbury,NY 12804 RE: Stewart's Ice Cream Shop Quaker Road Dear Sir: A final inspection was conducted at the referenced site on October 16, 2007. Intermediate inspec- tions were conducted weekly during the construction period. At the final inspection the site work was complete with the exception of the installation of the free standing sign. The paving and seeding was complete. The building was structurally complete and the interior fixtures were being installed. Framing was inspected on September 20&27 and found to be acceptable. The septic system was complete and covered. No fiuther inspections are anticipated. Sinc ae � ar � 37063 Frp l%��/ f =T� i� C:o Septic Inspection Report Office No. (518) 761-8256 Date Inspection r est c iv r'rS ' �-7 Queensbury Building &Code Enforcement Arrive: m/p part: a m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: NAME: R IT LOCATION: �� C2r N ECT ON: RECHECK: Comments and/or diagram Soil Type: San Loam/ Clay Type of Water: Munlci Well Water Waterline se aration distance ft. C-w0V--Cts @—�s t '�f— R� Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A 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 " H"NYI DoT fjL-[E&-5rmk to Distribution Box %% Distribution Box to Field/ Pit 4 Opening Sealed: N End CapN Inlet/Outlet Pipes&Baffles Y N Location Separations �1 Foundation to tank ft. PR!�%C\A6C t w��"F� Foundation to absorption ft. Separation of Pits Conforms as r Plot Plan Y Engineer Report and As-Built N Nuk Location of System on Property: Front Rear Le ide Right Side Middle Front Middle Rear System Use Status: pp roved artial Approved and needs to be re-inspe ed, please II the i i &Codes Office Disapproved �10 O Last revised 06/18/07 L:\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspelreque.s! Queensbury Building & Code Enforcement Arrive: part: =4 arKm 742 Bay Road, Queensbury, NY 12804 InspectNAME: E''h LOCATION: R RC) INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head R aluoG 50 P.S.I for 15 minutes _ Insulation Residential Check Commercial Check Z"t vJAL� Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct to e COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing I nsulation Inspect in Report Office No. (518) 761-8256 Date Inspection regues ece' e • _ Queensbury Building & Code Enforcement Arrive: �.�a e 742 Bay Road, Queensbury, NY 12804 Inspector`s Initial NAME: P IT #: �J LOCATION: INSPECT ON: TYPE OF STRUCTURff Y N NIA 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 it / Had S.I fo 15 minutes Insulation sidential Check Commercial Check Proper VeDVAftic Vent 'Dticttifof Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 �-/o "e-sda4-1( Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date fnspkecfion re est .e eiv Queensbury Building&Code Enforcement Arrive:_ p part: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: ' IW-21 NAME: _ PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: ' Y N ; NIA Framing COMMENTS 2x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers �\ p Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 3 in. I Stairwells 36 in. or more Headroom 6 ft. 8 ir... I Notches/Holes/Bearing Walls I Metal Strapping fo-Notches Top Plate I 1 `/z 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 I Fire separation 1, 2, 3 hour ire wall 2, 3,4 hour _......_-........... ._....... Firestopping -- 'C�� 16 inch insulation in avi min. Garage Fire Separation —.. House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X ! _ Ceilin wall Windows Habitable Space/Bedrooms 24 in. (H) I Z \I�\A 20 in. (W) j `�- 5.7 sf above/below grade II 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection�est ve . - Queensbury Building & Code Enforcement Arrive: - a rt: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . NAM E: PE IT #: ' LOCATION: a iN ECT ON: - TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drai en z Air Hea ✓ 5 P. . . r 10 ft ove highest connection for 15 minutes Pressure T a ly Piping A' eaT �O P.S. 15 minutes I4sulatfdfi 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\lnspection 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 quest received: c /�007 Queensbury Building &Code Enforcement Arrive: 1 1 am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ NAME: L-}ANk PERMIT #: __2007 '4 LOCATION: I SPE N: 7 TYPE OF STRUCTURE: Y N N/A Rough Plumbing ail Plates umbin a 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&CodeAlrispection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Septic Inspection Report Ofriice No. (518) 761-8256 Date In Queensbury Building&Code Enforcement Arrive: c 'Z a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: RMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or d��gram Soil T Sa la -Typeof Wa . ngi ' ater Waterline se on distance fit, Well separation distance fit, Other wells: }t, Absorption Field: Total lenqth } , Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: v Piping Size Type 9-6 06 Tp tAcDutNA�j Building to tan"- Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N Partial End Ca p PEAL O to In Outlet Pipes&Baffles Y N JET- �` ZF F pk)"OV Location/Separations Foundation to tank ft. Foundation to absorption ft, �� To `3€ .i[F!LL Separation of Pits Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Pi � � F� Front Side Right Side Middle Front Middle Rear System Use t Approved Partial Approved and needs to be re-Inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6105 27 Main Street Ballston Lake,NY 12019 Phone: (518)399-6560 L.AWRENCE H. RUTLAND, JR. Mobile: (518) 527-6383 Fax: (518)399-0327 E-mail lhrpe@nycap.rr.com S September 13, 2007 Building Department ��P 1 � 7c141 Town of Queensbury Y 742 Bay Road U�'� UE� opES Queensbury,NY 12804 TOB��_ptt4G&r1 Re: Stewart's Ice Cream Shop Quaker&Dix Dear Sirs: The following is in response to your concerns expressed at your latest inspection of the referenced project. PEX tubing will be used for the water supply instead of copper. The irrigation lines will be run through the foundation wall and not under the footings. They will not be subject to freezing as they will be blown out in the fall. The electric panel overhang is reduced from 3' to 2'. The interior electrical panels to be relocated from the backroom to the office area to provide more wall space in the backroom. Existing flag pole is to remain and a light is to be added at the base to illuminate the flag. Nyou have any question concerning the above please call. Sincere , X L. H. and,Jr.P.E. -7A rs4-4.__4/ Foundation Inspection Report Office No.(518)761-8256 Date Ins 'on req st re ived: Queensbury Building&Code Enforcement Arrive: "DO 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: � C TYPE OF STRUCTURE: Comments Y N N/A Footings Piers of is Sla Reinforcement in Place onsible for providing protection from freez' g 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 ' ve footing 6 mil 1 t areas under slab ac i pproval Plumbing Under Slab }j PVC/Cast/Copper 4— t Foundation Insulation teri xterior I R- z It Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fonms\Foundation In rt.doc Last printed 12/20/2005 9:24:00 AM vv"� Rough Plumbing / Insulat�ion I spection Report Office No. (518) 761-8256 Date Inspection rr uest received: Queensbury Building & Code Enforcement Arrive: P''` am/p y� Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: '51-eiva'a's �'5 PERMIT #: —`y LOCATION: 11 r' INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rou h Plu bing jNail Plates Plumbing Y&YV4 Vents in Place 1 V2 inc minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet Lchange 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 Y 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: L:1Pam Whitin&uilding&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003,doc Revised February 15,2005 50 -3 '- 36 Foundation Inspection Report Office No.(518)761-8256 Data Inspection requ t r i i Queensbury Building&Code Enforcement Arrive: m r Depart: rrypm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials• NAME: E RMIT 4: D-7 — 6` LOCATION: V7-7 —7 Q , INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 1 for wet areas under slab Backf ill Approval" , Plumbing Under Slab �. 2 P t/Copper 'Foundation Insul on terior/ erior 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 In tion r est r iv Queensbury Building&Code Enforcement Arrive: Depart: i 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: 54AP T#: LOCATION: INSPECT ON: -- TYPE OF STRUC Comments Y N N/A Footings Monolithic Slabs 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. Fe�F -Vo 6�T1Lz- Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fonms\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM SUP-6-2907 08:33 FRON:L. H: RUTLAND,JR.PE 399-0327 r' T0:7454437 P.2 i 27 Main Street Ballston Lake,NY 12019 Phone: (518)399-6560 LAW RE N C E H. R UT LA N D, J R. Mobile: (518)527-6383 Fax: (518)399-0327 Aof o pt E-mail lb pe@nycap.rr_com September 5, 2007 Building Department Town Of Queensbury 742 Bay Road Queensbury,NY 12804 D SEP p 6 2001 � AWn Dave Hatin RY 5 l OF QUEENSB S �O E WN IN COS t RE: Stewart's Ice Cream shop g��O G & 8 E Quaker&Dix S Dear Mr. Hatin: The referenced site was visited on September 5,2007 to evaluate the need to use a size 1 A stone as a base for the canopy uprights. There was insufficient soil between the bottom elevation of the 4' diameter sono-tubes(approx. 1')and ledge rock for proper or meaningful compaction tests to be conducted. Them fore, the contractor will place size 1 A stone from the rock to the bottom elevation and pour the concrete supports as required. All ba&Ml will also be with size 1A stone to the underside of the concrete pad at the pump site. Also,an error was noted on the approved plans wing the uprights for the free standing sign The plan calls for 8"x8" steel tubes instead of the usual 6'x6" steel tubes. This is to assure you that the 6'x6"steel tubes are adequate to support the sign_ If you have any questions please call. S'W= ly, Hand, Jr. P .EP-6-2007 08:32= FROM:L. H. RUTLAND,JR.PE 399-0327 TO:7454437 P:1` L. H. RUTLAND, 27 MAIN STREET BALLSTON LAKE, NY 12019 TELL(518)399-6M FAX(518)399-0327 MOBILE (sib) 527.083 FAX TO: 1JA-�l� F+ TI Y FROM: DATE: RE: �64 i T r.. MESSAGE: PAGES: (incl. Cover sheet) Foundation Inspection Report Office No.(518)761-8256 Date Inspection req t ed: Queensbury Building&Code Enforcement Arrive: . ` m part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: T#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments F uigs Y N N/A Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement o Crete. Materials r this purpose on site. Foundation/Yallpour einf ntin Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM e;--10 Nedt"':e � � Foundation Inspection Report Office No.(518)761-8256 Date Ins Ini'o st ed: Queensbury Building&Code Enforcement Arrive: Depart. 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �-� PELT#: '� LOCATION: INSPECT ON: TYPE OF STRUC 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 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion re sa�ti d: Queensbury Building&Code Enforcement Arrive: " epart: in 742 Bay Rd.,Queensbury,NY 12804 Inspec or's Initials: NAME: 1" ERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comment Y N A Footings Monolithic Slab e � C- QD— 9` UN Reinforcement in Place The contractor is responsible for providing protection from fteezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes FormsWuilding&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins ction st i Queensbury Building&Code Enforcement Arrive: p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi L4 NAME: s � l- s P T LOCATION: PECT ON: TYPE OF STRUCTURE: 30 Comments Y N N/A Footings U / 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 pEMse on site. Foundation/Wallpour Reinforcement in Place b Footing Dowels or Keyway in place t�� — 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 Fonm\Building&Codes\lnspecdon Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road A Queensbury,NY 12804 Scheduled Inspection Date: Time: 0.10 Phone: (518)761-8206 Business Name: Fax: (518) 745-4437 Location: T of Ins ectfon N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE \ Sign-normal Sign-batter EVAC signs in rooms 1 C TRUSS SIGNAG !�- EMERGENC7LIGhMNG FIRE EXTINGUISHER: 1`- Hung inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire S rinkier System Fire Suppression-kitchen Fire Suppression-Gas Isian Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency.Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied / call for Recheck inspected By: LAHreMarshal\New Folder\permitto occupyform.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. �/i Town of Queensbury �y Bay Road Qu ^_ y Queensbury,NY 12804 Scheduled Inspection Date: / Time: Phone: (518)761-8206 Business Nam 4�� Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width P4� ,Y` 57ecQ Secondar Aisle Width rrr��-��-�� />�Sn�ru9 EXIT SIGNAGE L 1 Sign-normal J_ Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun / / 2�LaXo Ins action of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Islan G� Generator Hood Installation Elevator interior Finishes Stora e Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/labeled Combustible Waste Vehicle impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs, Maximum Occupancy Sign Emergency.Evacuation Plan o Approved (if no other approvals apply,the B&C Office will issue the Certificate of Occupancy) enied / call for Recheck Inspect By: L:\FireMarshal\New Folder\permifto occupyform.doc FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Stewart's 2007 474 8/13/2007 I have completed review of the current submitted information and offer the following comments: 1) All installation of new tanks, canopy and fire suppression system to be supervised by the Fire Marshals office 2) Provide complete layout of fuel island suppression system showing cylinder locations and nozzle placement under the canopy, and required signage and bollards. 3) Truss ID signage required 4) Provide complete fire alarm plans including: HVAC shutdown with audible and visual notification, HVAC reset, smoke detectors, pull stations, central station monitoring 5) All excavation and removal of old storage tanks to be supervised by the Fire Marshals office, with a DEC closure report required. 6) Suggest the installation of a secure Knox Box on the building exterior for fire department access 7) Exit and emerge lighting appears adequate 81 ire a ng ' r 1 cations appear adequate Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 7618206 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@aueensburil.net • zm-w.queensbury.net AUG.1612007 15:05 45884 P.002/002 cStewaxt August 16, 2007 Town of Queensbury 742 Bay Rd. Queensbury, NY 12804 Dear Dave, Stewart's has addressed your'cbm.ments dated August 10th 2007 as follows: Item 1 Framing plan on sheet A-4 Item 2 Truss plan sheet A-5 Item 3 Two attic accesses are•provided on trust plan sheet A-5 . Item 4 . Calculations Item 5 Cover sheet T-1 and Truss plan sheet A-5 Item 6 Truss.pl»n A-5 Item 7 Building details sheet A-9 m 6 AUJacheolqmrs. Item 9 Building sections Sheet.A-8 Item 10 Addressed.per attached letter Fire Marshall Plan Review Item 1 Installation of gasoline equipment will be supervised by Fire Marshalls office Item 2 Canopy details G-2 Item 3 Framing plan sheet A-4 Item 4 Per.phone conversation with Fire Marshall office comment was for informational purposes Item 5 Will provide all details of soils report to Fire Marshalls office. Removal and excavatbn will be supervised by fire Marshall office Item 6 Framing plan sheet A4 Please note that the original comments from the building department were tilled Quaker and Ridge Rds.That Is why our letter from Mr.Rutland refers to that location. We would like to begin construction Monday,August 20tf,if. you could accommodate that,schedule it would be greatly appreciated.I can be reached at 581-1201 ext,4415 if you have any questions. cerely, ennifer oward Real Estate Coordinator P.O..Box 435 Saratoga Springs, New York 12866 BUILDING CODE REVIEW RE: STEWARTS-QUAKER & RIDGE ROADS AUGUST 10, 2007 The following items nee before a building permit can be issued: �---= 1. Truss ID signage needs to be provided that meets the requirements of the State Bui i J �� \ 2. Draft stopping needs to be provided in the attic at 3,000 square feet. cY '7 3. The size o the attic crawl space is not shown on the plans. I t at space is divided into two separate spaces, a door going through the trusses to the side without access must be installed or you must provide two attic accesses n either side of the draft stop. ` We need the mechanical rates s own t appropriate amount of fresh air will be brought in from the outside for the ccupancy. . The rear exit door must have a canopy over it that covers the door swing of the door. 6. need all structural load calculations regarding snow, and wind loads. eismic calculations appear to be adequate. i unters. Service counters within this establishment must be no more than 4 inches in height. Special inspections will be required for soils, concrete and structural iq spections. We will need contracts showing that Stewarts has contracted ith an agency to perform these inspections, above and beyond the Building & Codes Department inspections. The detail for the two inch foam at the slab edge needs to be changed to meet the Energy Code. The two inches of foam must extend up through the /ab and have a 45 degree bevel at the top of the slab. The Fire Marshal will also be addressing concerns they may have and a copy of his letter will be attached. CONSTRUCTION TECHNOLOGY 4 William Street, Ballston Lake,New York 12019 Phone:(5 18)399-1848 Fax:(518)399-1913 CLIENT: STEWART'S ICE CREAM COMPANY,INC. REPORT NUMBER: 4 PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 09/14/07 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.003 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N. MR.SCOTT SHEARING AMBIENT WEATHER: 60's:CLOUDY PROJECT: STEWART'S STORE:777 QUAKER ROAD:QUEENSBURY,NY. OUR FILE LOCATION: 81028 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 SLAB ON GRADE:SE SECTION PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE:SW SECTION PLACEMENT LOCATION OF LOAD# 3: SLAB ON GRADE:NE SECTION DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 462/ 809753 412 / 809755 604 / 809757 YARDAGE DELIVERED/SUBTOTAL: 9.50/ 9.50 9.50 / 19.00 9.00 / 28.00 TIME CONC. BATCHED/ARRIVED: 6.45/ 7.00 7.25 / 7.40 8.15 / 8.30 TIME Pt ACEMENT BEGAN/ENDED: 8.00/ 8.20 8.25 / 8.56 9.00 / 9.31 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.581 1.521 1.27 SLUMP ON ARRIVAL (INCHES): 4.25 4.75 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 4.25 4.75 4.75 ENTRAINED AIR (%VOL) (SPEC: 3.00) 2.80 2.60 UNIT WEIGHT (PCF) (SPEC: ) 151.23 CONCRETE TEMP. (F) (SPEC: 45 - 85) 76 77 77 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 81028- 81033 DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED.LOAD 1,2:OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CRANESVILLE CONCRETE COMPANY CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/17/07 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 81028 09/21/07 7 128,750 4550 COARSE AGGREGATE#2: LBS. 81029 09/21/07 7 125,800 4450 COARSE AGGREGATE#3: LBS. 81030 10/12/07 28 FINE AGGREGATE: LBS. 81031 10/12/07 28 ADMIXTURE#1: OZS. 81032 10/12/07 28 ADMIXTURE#2: OZS. 81033 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZ& REPORT DISTRIBUTION: 1 FILE 5: 2:SUPPLIER 6: 3'. 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY . 4 William Street. Ballston Lake,New York 12019 Phone:(5 18)399-1848 Fax:(518)399-1913 CLIENT STEWART'S ICE CREAM COMPANY,INC. REPORT NUMBER: 4 PAGE*2 POST OFFICE BOX 435 INSPECTION DATE: 09/14/07 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.003 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.SCOTT SHEARING AMBIENT WEATHER: 60's:CLOUDY PROJECT STEWART'S STORE:777 QUAKER ROAD:QUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: SLAB ON GRADE:NW SECTION DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 462/ 809759 YARDAGE DELIVERED/SUBTOTAL: 9.00/ 37.00 TIME CONC. BATCHED/ARRIVED: 9.05/ 9.20 TIME PLACEMENT BEGAN/ENDED: 9.35/ 9.57 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 SLUMP ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 5.00 ENTRAINED AIR (%VOL) (SPEC: 3.00) UNIT WEIGHT (PCF) (SPEC: ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 76 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CRANESVILLE CONCRETE COMPANY CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/17/07 CEMENT. LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2 SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. ,SEP-14-2007 03 :39 AM CONSTRUCTION TECH. 518 399 1913 P. 01 CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 t'hooc:(519)399-1849 Fax:(518)399.1913 CLIENT: BTEWARrs ICE CREAM COMPANY,INC. REPORT NUMBER: 1 ;PAGE III; 1 POST OFFICE BOX 435 INSPECTION DATE: 09/05/07 SARATOGA SPRING$,NEW YORK WSW OUR FILE NUMBER: 702.003 INSPECTOR&TESI SET: BOB BEHAN MB ATTN: MR.SCOTT SHEARING AMBIENT WEATHER: a0*CLEAR PROJECT: STEWARrs STORE:777 QUAKER ROAD:QUEENSBURY,NY. OUR FILE LOCATION: 80882 _ CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD 0 1 : FOOTING:EAST WALL PLACEMENT LOCATION OF LOAD 0 2: FOOTING:NORTH&WEST WALL DELIVERED LOAD NUMBER; 1 2 TRUCK NUMBER I TICKET NUMBER: 18A/ 809646 462 / ROOM YARDAGE DELIVERED/SUBTOTAL: 9.50/ 9.50 0.50 ! 19.00 TIME CONC. BATCHED/ARRIVED: 9.44! 10.00 9.50 ! 10.00 TIME PLACEMENT BEGAN I ENDED: 10.05/ 10.18 10.35 ! 10.67 CONCRETE AGE(HOURS) (SPEC: MAX: 1.30) 0.83 1.12 SLUMP ON ARRIVAL (INCHES): 3,25 3.60 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF' SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE.: PLACEMENT SLUMP(INCH) (SPEC; - 5.00) 3.25 3.30 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7,00) 5.30 UNIT WEIGHT (PCF) (SPEC: - l 148.18 CONCRETE TEMP. (F) (SPEC' 45 - 05) 74 74 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 80082- 60887 DISCREPANCIES 6 REMARKS: UNLESS NOTEb ALL TESTING IAW: ASTM: C31, C136, C143, C172, C173, C231, C470, C667, C617, C1064 CONCRETE SUPPLIER: CRANESVILLE CONCRETE COMPANY CONCRM TEST CYLINOER COMPRESSIVE RESULTS PER: ASTM:C32 DESIGN STRENGTH&FORMULA: 400o P.S.I.Q 28 DAYS UNLESS OTNER"SE NOTED ALL CYLINDERS RECEIVED; D9/06/07 CEMENT: LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT CEMENT: LOS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#i: LBS. 80882 O9/12l07 7 88,500 GIGO COARSE AGGREGATE 02: LBS. 80063 09/12/07 7 90,750 3210 COARSE AGGREGATE 03: LBS, 80864 10/03/07 28 FINE AGGREGATE: LBS. 8060 10103/07 28 ADMIXTURE ft OZS. 806M 1010=7 28 ADMIXTURE 02: 02S. 80887 SPARE ADMIXTURE 03: OzS. AIR(NTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 6: 2'SUPPLIER 6 3: 7; 4: e: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. ,SEP-14-2007 03 :39 AM CONSTRUCTION TECH. 518 399 1913 P. 02 CONSTRUCTION TECHNOLOGY'' INSPECTION &TESTING DIVISION, P.D.&T.S., INC. 4 William Street, Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: $TEWART'S ICE CREAM COMPANY,INC. REPORT NUMBER: 1 :PAGE M 1 POST OFFICE BOX 435 INSPECTION DATE: 00/04107 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.003 FIELD INSPECTOR: DAVE CASAW ATTN= MR.SCOTT SHEARING PROJECT:STEWARTS STORE;"T QUAKER ROAD:QUEENSSURY,NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY - MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION _ MATERIAL SOURCE 9520 1,0.4 113.8 SAND,fine/medium,treoe Sift/Clay;trace line Gravel ONSITE MATERIALS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SURGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE s TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM 0-2922 CO-ORDINATE REFERENCE; PIER LOCATION COMPACTION REQUIREMENTS 05.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING_ CODE ELEVATION LOCATION OF TEST — CONTENT DENSITY PCF COMPACT 1_ 9520_ TOW -4.68' FOOTING SUBGRADE:SOUTHEAST CORNER . 5.6% 108,8 95.8% 2 9520 TOW 4.66' FOOTING SUBGRADE:SOUTHWEST CORNER 8.0% 111.2 $7.9% 3 _ .- 9520 TOW -4.68' FOOTING SU1 GRADE:NORTHEAST CORNER _ 7.6% 111.8 _ 98.4% 4 9620 'row_-4.66' FOOTING SUWRADE;NORTHWEST CORNER 5.5% 112.2 98.5% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE I.D-1556 w 9AND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2; 2.D-2922 NUCLEAR GAUGE METHOD OF TEST 3; 3. FF a FINISH FLOOR 4: 4. FG =FINISH GRADE 6. TOM JOSLIN,S.E.T.(NICET) ti: 6; g MANAGER TECHNICAL SERVICES ,SEP—t4-2007 03 :40 AM CONSTRUCTION TECH. 518 399 1913 P. 03 CONSTRUCTION TECHNOLOGY INSPECTION &TESTING DIVISION, P.DA T.S., INC. 4 William Street, Ballston Lake,New York 12019 Phone:(518)399.1848 Fax: (518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 2 :PAGE 0: 1 POST OFFICE BOX 435 INSPECTION DATE: 09/06/07 SARATOGA SPRINGS,NEW YORK 1281% OUR FILE NUMBER: 702.003 FIELD INSPECTOR: BOB BEHAN ATTN: MR,SCOTT SHEARING PROJECT:STEWARTS STORE,M QUAKER ROAD:QUEENSSURY,NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LA60RATORY DATA COPE MOISTURE _ MAX tWN51TY PCF MATERIAL DESCRIPTION _ MATERIAL SOURCE 9620 10.4 113.6 SAND,fine/medium:trace Silt/Clay.,trace fine Gravel ry ONSITE MATERIALS 9551 9.4 126.4 SAND flneimedlum;trace SIIUCIay;little Ane Gravel ON$ITE MATERIALS 02 FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: SLAB ON GRADE SUBGRADE ELEVATION REFERENCE: F.G.o FINISH GRADE a TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM 0-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 96.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING ,CODE ELEVATION _y LOCATION OF Ti ST CONTENT DEN$ITY.PC COMPACT 1 _ 9551 FINISH GRADE SLA11 SUBGRADE:EAST CANOPY FOOTING:31E 2.1 % 120.9 96.6% 2 9961 FINISH GRADE SLAB SUBGRADE:CENTER CANOPY FOOTING:.5'N 3.0% 121,3 96.0% 3 _ 9551 FINISH GRADE SLAB SUBGRADE*:WEST CANOPY FOOTING:TE _ 2,4% 120.4 98.3% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2,0-2922=NUCLEAR GAUGE METHOD OF TEST 3; 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5. 5. TOM JOSLIN,S_E,T.(NICET) 5: 6. MANAGER TECHNICAL SERVICES ,SEP-14-2007 03 .-41 AM CONSTRUCTION TECH. 518 399 1913 P. 04 CONSTRUCTION TECHNOLOGY 4 William Strect,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399.1913 CLIENT; STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 2 :PAGE M; 1 POST OFFICE BOX 435 INSPECTION DATE: 09/08/07 SARATOGA SPRINGS,NEW YORK 12888 OUR FILE NUMBER: 702,003 INSPECTOR&TEST SET: BOB BEGAN *6 ATTN; MR.SCOTT SHEARING AMBIENT WEATHER: SO'a:CLOUDY PROJECT; STEWAIRTS STORE:777 QUAKER ROAD:QUEEN_SOURY,NY. OUR FILE LOCATION: 60712 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:CANOPY:EAST S CENTER PLACEMENT LOCATION OF LOAD#t 2; FOOTING:CANOPY;CENTER,LIFT 2&WEST DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER I TICKET NUMBER: 82/ 7200 82 / 7201 YARDAGE DELIVERED/SUBTOTAL: 9,60/ 9.50 9.00 / 16.50 TIME CONC. BATCHED/ARRIVED: 11.261 0.00 0,53 / 9.33 TIME PLACEMENT BEGAN 1 ENDED; 9,001 9.30 9.35 / 0.55 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.07 1.03 SLUMP ON ARRIVAL (INCHES): 5.26 4.75 WATER ADDED ONSME(GALLONS): WATER ADDED AT DISCRETION OF; SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC; - 5.00) 5251 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) e.00 UNIT WEIGHT (PCF) (SPEC: ) 138.50 CONCRETE TEMP. (F) (SPEC: 45 S6) 76 70 NUMBER OF TEST SPECIMEN CAST: 8 LAB CYLINDER CONTROL NUMBERS 80712- 80717 DISCREPANCIES&REMARKS; 1:CONTRACTOR NOTIFIED'LOAD 1:SLUMP _ UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138. C143, C17Y, C173, C231, C470, C667, C617, C1064 CONCRETE SUPPLIER; BONDED CONCRETE,INC. CONCRETE TESTCYLMIDBR COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH 9 FORMULA: 4000 P.S.I.(M 28 DAYS UNLESS OTHERYM6I!N079D ALL CYLINDERS RECEWD; 09/07/07 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P,S.1, WATER; GAL. COARSE AGGREGATE*1: LBS. 00712 OW13107 7 67,700 2390 COARSE AGGREGATE 02: LBS, 60713 M13107 7 69,180 2460 COARSE AGGREGATE 03: LBS. 80714 10/04I07 28 FINE AGGREGATE: LBS. 80715 10/04/07 28 ADMIXTURE#1: OZS. 80718 10M"7 28 ADMIXTURE 42: OZS. 00717 SPARE ADMIXTURE A3: ozs. AIR ENTRAINING AGENT: OZS- REPORT DISTRIBUTION; 1:FILE 6; 2:SUPPLIER 9; 3; 7; 4: 8; RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T, (NICET) MANAGER TECHNICAL SVCS. 4SEP-14-2007 03 :42 AM CONSTRUCTION TECH. 518 399 1913 P. 05 CONSTRUCTION TECHNOLOGY 4 William Street.Ballsmn Lake,New'York 12019 Phonc:(518)399-1848 Fax:(518)399-1913 CLIENT: BTEWARTB ier CREAM COMPANY,INC. REPORT NUMBER: 3 ;PAGE W. 1 POST OFFICE BOX 436 INSPECTION DATE: 09/08107 SARATOGA SPRINGS,NEW YORK 12W6 OUR FILE NUMBER; 702.003 INSPECTOR 8,TEST SET: BOB BEHAN 06 ATTN: MR.SCOTT SHEARING AMBIENT WEATHER: 80'r CLEAR PROJECT: STEWART'S STORE:777 AUAKLR ROAD:QUEENSBURY,NY. OUR FILE LOCATION: 80782 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:EAST WALL PLACEMENT LOCATION OF LOAD 0 2: FOUNDATION WALL:NORTH WALL:WEST WALL,NORTH HALF PLACEMENT LOCATION OF LOAD# 3: FOUNDATION WALL:WEST WALL,SOUTH HALF;SOUTH WALL DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 462/ 809M 413 1 BOW07 604 ! 80966e YARDAGE DELIVERED/SUBTOTAL: 91001 9.00 9.00 / 18.00 9,00 i 27.00 TIME CONC. BATCHED/ARRIVED: 3.20/ 3,36 3,44 / 3.50 4.20 / 4,33 TIME PLACEMENT BEGAN/ENDED: 3.451 4,05 4.D5 1 4.25 4.40 1 5.01 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.75 0.88 0," SLUMP ON ARRIVAL (INCHES); 4.90 4.75 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 6.00) 4.50 4,76 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7,00) 6.20 UNIT WEIGHT (PCF) (SPEC: ) 148.18 CONCRETE TEMP. (F) (SPEC: 46 - 05) 75 77 77 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 80752. 80767 DISCREPANCIES 8 REMARKS: UNLE38 NOTED ALL TESTING IAW; ASTM: C31, C138, C143, C172, C178, C231, C470, C667, C617, C1084 CONCRETE SUPPLIER: CRANESVILLE CONCRETE COMPANY CONCRETE TEST CYLINDER COMPRESSIVE RESULTS MR: ASTM:C39 DESIGN STRENGTH S,FORMULA: 4000 P.S.I.0 28 DAYS UNLE88 OTHERWISE NOTEo ALL CYMPER6 RECEIVED: 09/07/07 CEMENT: LBS, CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL, COARSE AGGREGATE 01: LBS, 80752 09/13/07 7 93,750 3320 COARSE AGGREGATE#2: LBS. 00753 09113101 7 97,050 3430 COARSE AGGREGATE 0: LBS. 807eA 10104107 28 FINE AGGREGATE: LBS. 80765 10/04/07 28 ADMIXTURE A1: 02S. 80758 10/Q4/07 28 ADMIXTURE#2: OZS. 00767 SPARE ADMIXTURE 0: 023. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 8: 3: 7: 4: 8: RESPECTFULLY SUBMrrTEO, CONSTRUCTIONTECHNCLOGY TOM JOSUN,S, ( i MANAGER TECHNICAL SVCS, CSC ► TEDDS' N*d Job Ref. L. H. Rutland Jr. P. E. STEWARTS QUEENSBURY 271NAin St. Section sheet nohev. Ballston Labe,W 12019 1 Caic.by Dete C Wd by Date App'd by Date LHR 827/2007 WIND LOAD(ASCE 7-02) Classification Summary Structure is a Building Mean roof height h=14.7 ft Horizontal dimension parallel to wind L=48.0 ft Horizontal dimension normal to wind B=62.0 ft Roof angle 0=1.2 deg Wind force misting element is part of or Main Wind Face Resisting System Structure is Enclosed Structure is Low Rise v - Procedure = j Basic wind speed(Sect. 6.5.4) V=90.0 mph From ASCE(7-02)Table 1-1 `,~ / ' 370063 Building category Table 1-1 Category=2 �Ft1E From ASCE(7-02)Table 64 Importance factor Table 6-1 1=1.00 Exposure category(Sect. 6.5.6) Exposure='B" Design procedure-Simplified procedurgAftd odl) Simplified procedure(Method 1)-Design wind pressure for main wind force resisting system From ASCE(7-02)Fig.6-2 Adjustment Factor Adjustment factor X=1.00 From ASCE(7-02)Fig.6 2 Simplified Design Wind Pressure for Exposure"B",at h-30ft,and for I-1.0 Horizontal Pressures Zones A,B,C&D psi n=12.8 psf ps3o a=-6.7 psf ps3o c=8.5 psf ps3o o=-4.0 psf Vertical Pressures Zones E,F,G&H ps3o E_-15.4 psf ps3o F=-8.8 psf ps3o c=-10.7 psf ps3o H=-6.8 psf Overhangs Zones Eoh&Goh ps3o Eon=21.6 psf ps3o_coh=-16.9 psf Simplified Design Wind Pm sure(net pressure) Horizontal Pressures(Eq.s-1) ps n= x I x ps3 a=12.80 psf ps a=X x I x ps3o s=-6.70 psf ps c= x I x ps3o c=8.50 psf ps o=X x I x ps3o o=-4.00 psf Vertical Pressures psE=XxIxps3E=-15.40psf psF=XXIxpS3q_F=-0.80psf ps c=X x I x ps3o c=-10.70 psf ps H=X x I x ps3o H=-0.80 psf I CSProject .fob Ref. L. H. Rutland Jr. P. E. STEWARTS QUEENSBURY 27 Main St. Section sheet nohev. Ballston Lake,W 12019 2 Caic.by Date CWd by Date AWd by Date LHR 8/272007 Overhangs ps Eh=X x I x ps3Q EDh=21.60 psf ps ion= x I x pS30 CIh_-16.90 psf Mote.Per Section 6.1.4.1 the load to be used in the design of the MWFRS shalt be not less than tt)psf mu)Wied by the area of the building projected onto a vertical plane normal to the wind direction //® F O Q MmEft ndfRK! mM O Rib Omm Longbiwmw 08/16/2007 12:07 5184565059 BRYANT ALBANY PANE 01103 Project Name:Stewarts Quaker Road , 8/16/2007 Prepared by: Bryant Northeast Albany 12:03:19 PM Project Name: Stewarts Quaker Road Tag Dame: RTU-1 Unit Name:580E--103180 ARI EER _. _._ _. - - 10.10 IPLV 10.4 Base Unit Weight 955 lb Base Unit Dimensions: Length - _-- 87.4 in Width 57.8 in Height_ __— _ _ 41.3 in Und Voltage-Phase-Hertz _ 208-3-60 Air Discharge _ Vertical Fan Drive Type __ Belt Actual Airflow 3400 CFM Site Altitude oft Condenser Entering Air DB __- _- 95.0'F Evaporator Entering Air DB _—_..- 80.0°F Evaporator Entering Air WB _ -___. 67.0°F Entering Air Enthalpy 31.44 BTU/Ib Evaporator Leaving Air DB _. _ 60.4°F Evaporator Leaving Air WB -__... -_ -------._ _--- 57.7"F Evaporator Leaving Air Enthalpy _ 24.83 BTU/1b Gross Cooling Capacity____ _ 101-10 MBH Gross Sensible Capacity_-_- _.._ 71.90 MBH Compressor Power Input-_---.-..- . 8.34 kW Coil Bypass Factor_ --_-__ —_- 0.110 Heating Mode }seating Airflow 3400 CFM Entering Air Temp___ 36-0°F Leaving Air Temp ------ __ _ _ -____—_- 74.2"F Gas Input Capacity-_ __,. _.- _ 120.001180.00 MBH Max.Available Gas Heating Output Capacity__ -, 144.00 MBH Temperature Rise.,_ NOTE:Second Stage External Static Pressure_ _ 0.50 in wg Options/Accessories Static Pressure: EconoMi$er+/Eo:)noMi$er2 0.14 in wg Total External Static____ __ _- 0.64 in wg Fan RPM 827 Fan Power _ 2.17 BHP Electrical Data: Minimum Voltage _ 187 Maximum Voltage —. _._ __ 254 Compressor#1 RLA _ 17.3 Compressor#1 LRA _ 120 Compressor#2 RLA --- -- --_.__ -- -_- 14.1 Compressor#2 LRA _ 105 Outdoor Fan Motor Qty 2 Outdoor Fan Motor HP(ea) 1/4 Outdoor Fan FLA(ea) _ _ 1.4 Indoor Fan Motor Type _ , _ Standard IFM Max.Continuous BHP 2.4 Indoor Fan Motor FLA 5.8 Power Supply MCA _ _ 44.3 Power Supply MOCP,Fuse or HACR,U.S.A. 50 Min.Unit Disconnect FLA 46 Min.Unit Disconnect LRA 272 Electrical Convenience Outlet None Bryant Rooftop Pkg. Units Version 7.191 Page 1 of 2 08/16/2007 12:07 5184565059 BRYANT ALBANY PAGE 02/03 _?�3�� p�'�'i?�. Project Name Stewarts Quaker Road ""'"" " ""�� " ''" - � Prepared by: Bryant Northeast Albany 8/16/2007 12:03:19 PM Tag Name: RTU-1 Unit Name: 580E--103180 Acoustics: Sound Rating_ 82.0 d8 Sound Power Levels,dB re 10E-12 Watts Discharge Inlet Outdoor 63 hz 98.6 95.4 62.2 125 hz 92.7 87.2 69.3 250 hz 80.1 74.4 71.5 500 hz 73.0 67.8 74.7 1000 hz 69.8 65.0 76.2 2000 hz 67.9 60.3 72-9 4000 hz 69,6 59.9 68.7 8000 hz 72.1 59.1 61.5 A-Weighted 81.1 75.4 79.7 2.0 T \ f O 1.4 .. - t T - _ A L \ t. x P \ 0-6 \ f� n 0.4 _. .... v s 0.0 0.0 0.5 1.0 1.5 2:0 2.5 3.0 3.5 4.0 pY' 4.5 AIRFLOW(1000 CFM) Le gend: \ -RPM \ -HP SC-System Curve RP-Rated Point(3400 cfm;0.64 in wg) RPM=827 BHP=2.17 Standard Motor Max.(936 RPM;2A BHP) RPM's(x 100,Left to Right)- HP's(Left to Right): .5 Note:Please Contact Application Engineering For Selection Outside Shaded Area Bryant Rooftop Pkg. Units Version 7.191 Page 2 of 2 08/16/2007 12:07 5184565059 BRYANT ALBANY PAGE 03/03 sue;Project Name. Stewarts Quaker Road 8/16/2007 Prepared by : Bryant Northeast Albany 12:03:26 PM Project Information Project Name _ Stewarts Quaker Road Project Number Buyer—. Salesperson _ Date - __---- __8/1612007 Sector -- Private Construction New Construction Building Type - -- _ ---- --- Commercial Office Building Notes RTU-1 Input Information Unit Type _ __- Electric Cooling 1 Gas Heating Unit Model - -- - - 580E---180 Unit Size 103 Unit Voltage-Phase-Hertz _- 208-3-60 Air Discharge __-- Vertical Design Conditions: Site Altitude Oft External Static Pressure _. _ _-_ 0.50 in wg Cooling Airflow _-- -__-. ------ _ 3400 CFM Condenser Entering Air DB_ _ 95.0°F Evaporator Entering Air DB _- 80.0°F Evaporator Entering Air WB_ _ .. 67.0°F Heating Airflow_. 3400 CFM Ent.Heating Air Temp__--- 35.0"F Options/Accessories: EconoMi$er+1 EconoMi$er2 Bryant Rooftop Pkg. Units Version 7.191 Page 1 of 1 AU`G- 14-2007 11 :40 PM CONSTRUCTION TECH. 51U 399 113 r. nw rr CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Stroot, Ballston Lake,New York 12019 Phony; (518) 399.1848 Fax: (518) 399.1913 August 1 S, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury, New York 12804 Att'n: Building Code Enforcement Officials Re; STEWART'S ICE CREAM SHOP: 777 QUAKER ROAD, QUEENSHURY, NY. for STEWART'S ICE CREAM COMPANY, INC., SARATOGA SPRINGS, NY, Construction Materials Inspection and Testing Services Gentlemen, Per the request of Mr. Scott Shearing, Stewart's Ice Cream Company, Inc., we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil backFll compaction, reinforcing steel inspection, and portland cement concrete placement. As such, we would like a moment to introduce our organization, CONST.R.UCTION TECHNOLOGY is the construction materials inspection division of Product Development & Technical Services, Inc. Since our 1984 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances neee4sary to support today's strict design criteria_ All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel, tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process, Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor) apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials(ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory (CCRI.) of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. r--r vv • � �vv r a r . � a r .. .vr ✓ r r�v : r a v.♦ . L L-11. ✓1 V J 7 7 1 7 L J r . V✓ i August 15, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re, STEWART'S ICE CREAM SHOP, 777 QUAKER ROAD, QUEENSBURY, NY. Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels(AET-I through SET-IV) by the National Institute for Certification in the Frigineering Technologies (NICET). * American Concrete Institute(ACI) Grade 1 Concrete Inspector, * American Concrete Institute(ACI) Certified Concrete Construction Special Inspector. * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector. "J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthctic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete, reinforcement, masonry, structural steel, fireproofing; and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations, Portland cement concrete, unit masonry, mortars, grouts, bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services, In general, all forms of materials testing; and inspection services, as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY, We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection, testing and laboratory requirements of STEWART'S ICE CREAM SHOP: QUEENSBURY,NY. If there are any questions, or when we may be of assistance, please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T., (NICET) Manager Technical Services r1sv— a- —cvvl a4 1r1 I.k rl IMV1. 1 4Vr1 ICl-n 71t3 J77 171J V ' CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P,D,&T,S,, MC. 4 William Strcct, Ballston Lake,Now York 12019 Phonc; (518)399-1848 Fax; (518)399-1913 August 15, 2007 STEWART'S ICE CREAM COMPANY,INC. Post Office Box 435 Saratoga Springs, New York 12866 Att'n, Mr, Scott Shearing Re: STEWART'S SHOP: 777 QUAKER ROAD, QUEENSBURY, NEW YORK Construction Materials Inspection and Testing Services Dear Mr. Shearing, CONSTRUCTION TECHNOLOGY is pleased to submit the following fee schedule and proposal to provide all necessary labor, equipment, tools, and supplies to complete the construction materials inspection, testing and laboratory evaluations required of the referenced project. From our conversation, we anticipate our services may include: I. FIELD SERVICES, • SOIL FILLS AND BACKFILLS: Services of a Senior Materials Technician to provide onsite soil compaction verification. Testing and evaluation of fill and backfill materials shall be in accordance with ASTM D-1556: Sand Cone Method or ASTM. D-2922: Nuclear Gauge Density Method. * CONCRETE., STFF.1:, REINFORCEMENT: Services of a Senior.Materials Technician to provide onsite concrete reinforcing steel verification. Evaluation of reinforcement installations shall include bar size; welding, bending 4nd fabrication techniques; lapped and tied connections, cleanliness, alignment, spaoi..ng and formwork clearances. Evaluation and recordation shall be in accordance with the American Concrete Institute (ACI) and the Concrete Reinforcing Steel Institute (CRSI). * PORTLAND CEMENT CONCRETE..; Services of a. Senior Materials Technician, certified as required in ASTM C-94, by the American Concrete Institute (ACI) to Grade I, Field Technician. Services shall include tests for slump, entrained air, temperatures, unit weight/yield and fabrication of test specimens, Recordation of placement shall be in accordance with applicable ASTM Standards and ACI Specifications, * Concrete test cylinder and construction materials pickup. Technician hourly rate for above listed services $ 24.50 Transportation per mile portal-to-portal 0.43 11. LABORATORY SERVICES: Soil Particle Size Analysis (Sieve Analysis), per sample $ 40.00 Soil Moisture/Density Relation (Proctor), per sample 75.00 Compression Test of Concrete Test Cylinders, per cylinder 7,50 III. EQUIPMENT CHARGES; Nuclear Soil/Asphalt Density Gauge, per day $ 40.00 r August 15, 2007 STEWART'S ICE CREAM COMPANY, INC. Re; STEWART'S SHOP; 777 QUAKER ROAD, QUEENSBURY, NEW YORK Construction Materials Inspection and Testing Services All listed fees INCLUDE administrative review and typed report distribution to our client and those parties designated by project specification. CONSTRUCTION TECHNOLOGY also provides other forms of'testing and inspection services. Should there be requirements other than those listed, please allow us to modify this proposal or resubmit a suitable proposal for additional work_ We appreciate your intcrest in our firm. We look forward to again serving the construction materials inspection, testing and laboratory requirements of STEWART'S ICE CREAM COMPANY,INC. If there are any questions, or when we may be of assistance, please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Josli.n, SX.T. (NICET) Manager Technical Services k*Ralf.Project . �-,// !� L. H. Rutland Jr. P. E. STEWARTS SHOP QUEENSBURY 27 Main St. Section Shoe!noJrev. Ballston Lake,W 12019 1 Cale.by Date I Chled by Date AWd by Date L. RUTLAND 5/21/2007 IBC 2008 SEISMIC FORCES Site parameters Site class D The maximum considered(mapped)spectral acceleration(Sect 1613.5.1) at short periods Ss=0.30 at 1 sec period S,=0.10 Site coefficient for short periods(Ss)(Table 1613.5.3(1)) F.=1.560 for lsec period(Si)(Table 1613.5.3(2)) Fw=2.400 Design spectral response acceleration for short period(Eq. 16-37) SMs=F,x Ss=0.47 for 1 sec period(Eq. 16-38) Sm,=F„x S1 =0.24 The design spectral response acceleration(Sect 1615.1.3) at short period(Eq. 16-38) Sos=2/3 x SMs=0.31 at lsac period(Eq. 1640) So, =213 x SM, =0.16 Seismic design category Occupancy category II Seismic design category based on short period response acceleration(Table 1613.5.6(1)) 6 Seismic design category based on isee period response acceleration(Table 1613.5.6(2)) C Seismic design category C Approximate fundamental period Height above base to highest level of building h„=15.00 ft From ASCE 7-05 Table 12.8-2 Building period parameter CT CT=0.020 Building period parameter x x=0.75 Coefficient for upper limit on calculated period (Table 12.8-1) Cu=1.580 Approximate fundamental period(Eq 12.8-7) T=CT x (h„y x lsec/(1fty=0.152 sec Long-period transition period TL=12 sec Seismic response coefficient The response modification factor(ASCE 7-05, Table 12.2-1) R=6.5 The occupancy importance factor(ASCE 7-05, Table 11.5-1) 1=1.000 Seismic response coefficient(ASCE 7-05, Sect 12.8.1.1) Calculated(Eq 12.6-2) C,ok=Sos/(R/1)=0.048 Maximum(Eq 12.8-3) Ck nw=So, x lsec/(R x T!1)=0.161 Minimum option I(Eq 12.8-5) C9 r,r, 1=0.01 Minimum option II (Eq 12.") Ca nk2=0.5 x S,/(R/1)=0.008 Project Job Ref. L. H. Rutland Jr. P. E. STEWART'S SHOP QUEENSBURY 27 Main St. Section Sheet noJrey. Ballston lake.NY 12019 2 Cole.by Date Chted by Date ApVd by Dole L. RUTLAND 5/21/2007 C._min=0.010 The seismic response coefficient C,=0.048 Seismic base shear(ASCE 7-05,Sect 12.8.1) Effective seismic weight of the structure(Sect 12.2) W=305.0 kip Seismic response coefficient C,=0.048 Seismic base shear(Eq 12.8-1) V=C,x W= 14.64 kip CA C?�-L17 Project Job Ref. L. H. Rutland Jr. P. E. STEWART'S SHOP QUEENSBURY 27 Main St. Section Sheet noJrev. Ballston Lake,W 12019 1 Cale.by Date Chkd by Date AWd by Dale L. RUTLAND 5/21/2007 IBC 2008 SEISMIC FORCES Site parameters Site class D The maximum considered(mapped)spectral acceleration(Sect 1613.5.1) at short periods Ss=0.30 at 1sec period S4=0.10 Site coefficient for short periods(Ss)(Table 1613.5.3(1)) Fa=1.560 for 1sec period(Si)(Table 1613.5.3(2)) F„=2.400 Design spectral response acceleration for short period(Eq. 16-37) SMs=Fa x Ss=0.47 for 1sec period(Eq. 16-38) SMt=F„x Si =0.24 The design spectral response acceleration(Sect 1615.1.3) at short period(Eq. 16-39) SDs=2/3 x SMs=0.31 at Isac period(Eq. 1640) So, =213 x Smi=0.16 Seismic design category Occupancy category fl Seismic design category based on short period response acceleration (Table 1613.5.6(1)) B Seismic design category based on 1sec period response acceleration(Table 1613.5.6(2)) C Seismic design category C Approximate fundamental period Height above base to highest level of building h„= 15.00 ft From ASCE 7-05 Table 12.8-2 Building period parameter CT CT=0.020 Building period parameter x x=0.75 Coefficient for upper limit on calculated period (Table 12.8-1) Cu=1.580 Approximate fundamental period(Eq 12.8-7) T=CT x (h„)x x Isec/(1fty=0.152 sec Long-period transition period TL=12 sec Seismic response coefficient The response modification factor(ASCE 7-05,Table 12.2-1) R=6.5 The occupancy importance factor(ASCE 7-05,Table 11.5-1) 1= 1.000 Seismic response coefficient(ASCE 7-05, Sect 12.8.1.1) Calculated(Eq 12.8-2) Ca catc=Sos/(R/1)=0.048 Maximum(Eq 12.8-3) Cu""=So, x 1sec/(R x T/1)=0.161 Minimum option I(Eq 12.8-5) C9 mm_t=0.01 Minimum option II (Eq 12.8-6) Ca niq 2=0.5 x Si/(R 11)=0.008 pmj-d Jab Ref. L. H. Rutland Jr. P. E. STEWART'S SHOP QUEENSBURY 27 Main St. Section Steel rwJray. Ballulm Lake.MY 12019 2 Colo.by Date Chkd by Dale ApVd by Date L. RUTLAND 6/21/2007 C,min=0.010 The seismic response coefficient C,=0.048 Seismic base shear(ASCE 7-05,Sect 12.8.1) Effective seismic weight of the structure(Sect 12.2) W=305.0 kip Seismic response coefficient C,=0.048 Seismic base shear(Eq 12.8-1) V=Cs x W= 14,64 kip ��TIE i�i►tE� COMcheck Software Version 3.4.0 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date:04/25/07 Data filename:C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck Section 1: Project Information Project Title:Quaker Road Stewart's Shop Construction Site: Owner/Agent: Designer/Contractor: Quaker Rd&Dix Ave Stewart's Shops Corp. Stewart's Shops Corp. Queensbury,NY 12804 PO Box 435 PO Box 435 Saratoga Springs,NY 12866 Saratoga Springs,NY 12866 518-581-1200 518-581-1200 Section 2: General Information • Building Location(for weather data): Warren,New York � Climate Zone: 15 �• R Heating Degree Days(base 65 degrees F): 7635 i Cooling Degree Days(base 65 degrees F): 366 s0 ra Project Type: New Construction ag r Vertical Glazing/Wall Area Pct.: 16% Building Type Floor Are Retail Sales,Wholesale Showroom 295 o�TIE $1R"��'�� Section 3: Requirements Checklist Envelope PASSES:Design 12cl�o better than code. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 3746 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 1984 21.0 0.0 0.062 0.074 Window 1:Metal Frame:Double Pane,Clear,SHGC 0.68,PF 0.63 288 --- --- 0.690 0.520 Door 1:Glass,Clear,SHGC 0.57,PF 0.63 26 --- --- 0.920 0.520 Floor 1:Slab-On-Grade:Heated,Vertical 4 ft. 216 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: 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-factors labeled as certified. La 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. I] 5. Fireplaces installed with tight fitting non-combustible fireplace doors. La 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. 7. Cargo doors and loading dock doors are weather sealed. 8. 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. Quaker Road Stewart's Shop Y � Page 1 of 9 9. Vapor retarder installed. Section 4: Compliance Statement 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 Version 3.4.0 and to comply with the mandatory requirements in the Requirements Checklist. When a istered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief n roQfej�ument,s lans or specifications are.in compliance with this Code..ddV //`/ Signature Date Quaker Road Stewart's Shop Page 2 of 9 6 COMcheck Software Version 3.4.0 10 4,( Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date:04/25/07 Data filename: C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck Section 1: Project Information Project Title:Quaker Road Stewart's Shop Construction Site: Owner/Agent: Designer/Contractor: Quaker Rd&Dix Ave Stewart's Shops Corp. Stewart's Shops Corp. Queensbury,NY 12804 PO Box 435 PO Box 435 Saratoga Springs,NY 12866 Saratoga Springs,NY 12866 518-581-1200 518-581-1200 Section 2: General Information Building Use Description by: Project Type: New Construction Building Type Floor Area Retail Sales,Wholesale Showroom 2955 Section 3: Requirements Checklist Interior Lighting: 1. Total actual wafts must be less than or equal to total allowed wafts. Allowed Watts Actual Watts Complies 5614 3488 YES Lj 2. Exit signs 5 Wafts or less per side. Exterior Lighting: 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching, and Wiring: Lj 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. Lj 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas greater than 250 sq.ft. 8. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. Quaker Road Stewart's Shop Page 3 of 9 Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. LJ 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires not on same switch. 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Compliance Statement. The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.4.0 and to comply with the mandatory requirements in the Requirements Checklist. 2, Ire'- �l/,, a Name-Title Sig D Quaker Road Stewart's Shop Page 4 of 9 COMcheck Software Version 3.4.0 Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename:C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Retail Sales,Wholesale Showroom 2955 1.9 5614 Total Allowed Watts= 5614 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Linear Fluorescent 1:48"T8 32W(Super T8)/Electronic 1 14 27 378 Linear Fluorescent 2:48"T8 32W(Super T8)/Electronic 3 36 81 2916 Linear Fluorescent 3:48"T8 32W(Super T8)/Electronic 2 1 54 54 Incandescent 1:Incandescent 35W 1 4 35 140 Total Actual Watts= 3488 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 5614 Total Actual Watts= 3488 Project Compliance= 2126 Lighting PASSES: Design 381.better than code. Quaker Road Stewart's Shop Page 5 of 9 COMcheck Software Version 3.4.0 Mechanical Compliance Certificate New York State Energy Conservation Construction Code Report Date:04/25/07 Data filename: C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck Section 1: Project Information Project Title:Quaker Road Stewart's Shop Construction Site: Owner/Agent: Designer/Contractor: Quaker Rd&Dix Ave Stewart's Shops Corp. Stewart's Shops Corp. Queensbury,NY 12804 PO Box 435 PO Box 435 Saratoga Springs,NY 12866 Saratoga Springs,NY 12866 518-581-1200 518-581-1200 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 Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Duct Furnace,Gas/Cooling:Rooftop Package Unit,Capacity>=90-<135 kBtu/h, Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency:Duct Furnace(Gas):80%Ec Lj 2. Equipment minimum efficiency:Rooftop Package Unit: 10.1 EER ❑ 3. Integrated air economizer required Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads Exception:Standby equipment automatically off when primary system is operating Exception:Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system Li 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Thermostatic controls has 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling Lj 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override, 10-hour backup Exception:Continuously operating zones Exception:2 kW demand or less,submit calculations 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum Quaker Road Stewart's Shop Page 6 of 9 Lj 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception:Ducts located within equipment Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. 10.Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181 A or 181 B tapes and mastics Fi 11.Mechanical fasteners and sealants used to connect ducts and air distribution equipment Lj 12.Operation and maintenance manual provided to building owner 13.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State 14.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code require nts in COMcheck Version 3.4.0 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title i natur D e Quaker Road Stewart's Shop __ Page 7 of 9 COMcheck Software Version 3.4.0 Mechanical Requirements Description New York State Energy Conservation Construction Code Report Date: Data filename:C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency:Duct Furnace(Gas):80%Ec 2. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency:Rooftop Package Unit:10.1 EER 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. Exception:Duct insulation is not required on ducts located within equipment. Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. Quaker Road Stewart's Shop Page 8 of 9 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use.Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. Quaker Road Stewart's Shop Page 9 of 9 COMcheck Software Version 3.4.0 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date:04/25/07 Data filename:C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck Section 1: Project Information Project Title:Quaker Road Stewart's Shop Construction Site: Owner/Agent: Designer/Contractor: Quaker Rd&Dix Ave Stewart's Shops Corp. Stewart's Shops Corp. Queensbury,NY 12804 PO Box 435 PO Box 435 Saratoga Springs,NY 12866 Saratoga Springs,NY 12866 518-581-1200 518-581-1200 Section 2: General information Building Location(for weather data): Warren,New York Climate Zone: 15 r Heating Degree Days(base 65 degrees F): 7635 j Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Vertical Glazing/Wall Area Pct.: 16% Ab W Building Type Floor Area + 8 ��F Retail Sales,Wholesale Showroom 2955 �'�E_��► Section 3: Requirements Checklist Envelope PASSES:Design 1210 better than code, Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 3746 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 1984 21.0 0.0 0.062 0.074 Window 1:Metal Frame:Double Pane,Clear,SHGC 0.68,PF 0.63 288 --- --- 0.690 0.520 Door 1:Glass,Clear,SHGC 0.57,PF 0.63 26 --- --- 0.920 0.520 Floor 1:Slab-On-Grade:Heated,Vertical 4 ft. 216 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: 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-factors labeled as certified. LJ 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Lj 5. Fireplaces installed with tight fitting non-combustible fireplace doors. U 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. l] 7. Cargo doors and loading dock doors are weather sealed. Lj 8. 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. Quaker Road Stewart's Shop Page 1 of 9 Lj 9. Vapor retarder installed. Section 4: Compliance Statement 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 Version 3.4.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this p they are attesting that to the best of his/her knowledge, belief,a d professional judgment,such plans or specifications ar in li e i th' e. 2 'ev,. Name-Title ns r D e Quaker Road Stewart's Shop �� Page 2 of 9 COMcheck Software Version 3.4.0 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date:04/25/07 Data filename:C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck Section 1: Project Information Project Title:Quaker Road Stewart's Shop Construction Site: Owner/Agent: Designer/Contractor: Quaker Rd&Dix Ave Stewart's Shops Corp. Stewart's Shops Corp. Queensbury,NY 12804 PO Box 435 PO Box 435 Saratoga Springs,NY 12866 Saratoga Springs,NY 12866 518-581-1200 518-581-1200 Section 2: General Information Building Use Description by: Project Type: New Construction Building Type Floor Area Retail Sales,Wholesale Showroom 2955 Section 3: Requirements Checklist Interior Lighting: 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 5614 3488 YES 2. Exit signs 5 Watts or less per side. Exterior Lighting: 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring: Lj 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel motel guest room. 6. Individual dwelling units separately metered. Ll 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas greater than 250 sq.ft. 8. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. Quaker Road Stewart's Shop ry Page 3 of 9 Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires not on same switch. 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMchec Version 3.4.0 and to comply with the mandatory requirements inithe R quirements Checklist. /I e,� Name-Title ISig atu D e Quaker Road Stewart's Shop _ Page 4 of 9 COMcheck Software Version 3.4.0 Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename:C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Retail Sales,Wholesale Showroom 2955 1.9 5614 Total Allowed Watts= 5614 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Linear Fluorescent 1:48"TS 32W(Super T8)/Electronic 1 14 27 378 Linear Fluorescent 2:48"T8 32W(Super T8)/Electronic 3 36 81 2916 Linear Fluorescent 3:48"T8 32W(Super T8)/Electronic 2 1 54 54 Incandescent 1:Incandescent 35W 1 4 35 140 Total Actual Watts= 3488 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 5614 Total Actual Watts= 3488 Project Compliance= 2126 Lighting PASSES:Design 38c%.better than code. Quaker Road Stewart's Shop �� Page 5 of 9 Lj 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception:Ducts located within equipment Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. 10.Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181 A or 181 B tapes and mastics LI 11.Mechanical fasteners and sealants used to connect ducts and air distribution equipment 12.Operation and maintenance manual provided to building owner Lj 13.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State Li 14.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requir ents in COMcheck Version 3.4.0 and to comply with the mandato requirements in the Requirements Checklist. Name Title gig"atur Date Quaker Road Stewart's Shop Page 7 of 9 COMcheck Software Version 3.4.0 Mechanical Requirements Description New York State Energy Conservation Construction Code Report Date: Data filename:C:\Land Projects 2007\Quaker Rd\dwg\Quaker.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency:Duct Furnace(Gas):80%Ec 2. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency:Rooftop Package Unit: 10.1 EER 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. Exception:Duct insulation is not required on ducts located within equipment. Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181 A or UL 181 B. Quaker Road Stewart's Shop Page 8 of 9 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. ` 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use.Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. Quaker Road Stewart's Shop Page 9 of 9 r 8tewaxt8 August 29,2007 Town of Queensbury Community Development Office 742 Bay Road, Queensbury,NY 12804 Re: 777 Dix Ave Stewart's Shops proposal Dear Sir, In the original proposal Stewart's was going to directional drill a force main for the sewer along Dix Avenue to a manhole just past the Kmart entrance as shown on the plans. As the preparation for the project proceeded two major issues came to our attention. A 16 inch water main was found on the west side of Quaker and rock was found within 20 feet to the west 8"below the surface. Since the storm sewer catch basin was located on the corner we assumed that there was no rock at that location. However when we excavated the tank hole,we discovered an elevation change within three feet in the same 30 x 30 area making the location of any rock very unpredictable. It became clear that we could not undertake a rock removal operation so close to the 16 inch water main and the foundation of the signal pole(at the intersection)without jeopardizing both. In speaking with the water department,who contacted one of the people who originally worked on the installation of the 16 inch water main,we learned that they were also excavating in sand, south of the intersection. With that information we went back on our site and began looking again at soils just south of the parking area where the original Sunoco had their septic system. On our first test hole we were in sand 9 feet top to bottom. The leach field would be located in an area that was designated as greenspace from the beginning. We have included engineering plans for a conventional leach field as per the drawings. The changes in the site plan: 1. We will have the same number of blue spruce and maple trees south of the parking lot, but just a slightly different placement of them around the leach field. 2. Installation of 100 feet of 18 inch HDPE storm sewer pipe in the right of way on Quaker south of our access,which George Van Dusen from County highway has verbally ok'd with me. P.O. Box 435 Saratoga Springs, New York 12866 y 8teouuaxt8 3. The Stewart's storm water discharge continues along the ditch of Quaker but is moved about 110 feet north, this is not a significant change because the storm water discharge remains in the ditch as the originally proposed. We request that a permit for the leach field be issued without Planning Board review otherwise we will not be able to construct this shop in 2007. We have explained the facts of this problem and our solution as they have unfolded. We, again, appreciate your cooperation. I may be reached on my cell phone at 496-8211. S' rely, Br don Mye Stewart's Shops Corp. Construction manager P.O. Box 435 Saratoga Springs, New York 12866 +SEP-44-2007 03 :42 AM CONSTRUCTION TECH- 518 399 1913 P. 06 CONSTRUCTION TECHNOLOGY - INSPECTION&TESTING DIVISION,P.D. &T.S.,INC. 4 WiUiwm Street,Ballston Luke,New York 12019,(518)399-1848 FAX TO: --` •+qJl � •� ATTN: FAX N0: �. DATE: SUBJECT ; -- HARD COPY TO BE MAILED? 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