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2004-390 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040390-27425 Date Issued: Wednesday, March 18, 2015 This is to certify that work requested to be done as shown by Permit Number P20040390-27425 has been completed. Tax Map Number: 302.6-1-61 Location: Owner: Applicant: This structure may be occupied as a: By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the '' property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY y - 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040390 Application Number: A20040390 Tax Map No: 523400-3 02-006-0001-06 1-000-0000 Permission is hereby granted to: M[EINEKE MUFFLER For property located at: 78 QUAKER Rd in the Town of Queensbury,to construct of 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. Tyke of Construction Value Owner Address: MARCEL& CECILE DEMERS 38 WEBSTER Ave Commercial Addition $116,000.00 GLENS FALLS,NY 12801 Total value $116,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications ; 2004-390 Meineke Muffler 4077 SQ FT COMMERCIAL ADDITION $570.78 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 05, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To Queensb =rthcTo-wnofQucensbury. , 2004 SIGNED BY s Director of Building&E ode forcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8266 A permit must be obtained before beginning construction. Pert,t File�No. 0 No inspection will be made until applicant has received a Fee Paid $� valid building permit. A11 applicants' spaces on this Roo.Pee Paid $ application must be completed and must appear on the Reviewed.By: application form. Applicant: ,Clyne,:: L- �..�..� Address: ' Address. S Phone# ) -( O Phone.# )�- Property Location: Lot Number: / House Number Subdivision Name: Tax Map Number -� �-r3L1 O New Building: residence /commercial 'Estimatedn:Market Value of Constructio $ -�f�-f==-0 Addition: residence comrn ereiall If an Addition,what will use of now addition be? C Alteration: residence r commercial �S a No ehange'to exterior size: residence/com'1 u Other work(describe ) Check OccupancyInformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet o Single f=ily dwelling a Two fermi dwelling o Townhouse a Multifamily dwelling #of units a , Office Mercantile o Manufacttiin 0 1 oar detached e 0 2 oar detached garage 0 3 car detached P=90 0 1 oar attached prage 0 2 car attached gaage 0 3 car attached garage a Storage building- commercial O Storage building- residential o O er What is the proposed height of the structure feet inches Will any second-kid or ungraded lumber be used? If so,for what? 4 Type of Heating System: electric/ oil gas/ , ood /forced hot air/ baseboard/other: Number of F replaces to be installed Number of Woodstaves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder 1 Z Plumber Mason Electrician Dgolarati n: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together'with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner, Farther,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator Director of Building and Codes,as A Buds Survey by a licensed surveyor,drawn.to scale,showing actual location of all ow coustru on. �d Signature; / owner,owns• s agent,ar 'tcot,contractor . 09-396 ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings(only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings--Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROP RTY LOCATION: � _ — �'`�UL �� - PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: I Gross Floor Area-- square feet ,j��'.�►Ji`I'l�hJ 2. Type of heat- Electric - Oil Other 3. Is building mechanically cooled? yes-No 4. Percentage of area of windows and doors Over 17% Under 17% 5. R VALUES FOR INSULATION GIVEN BEL OW MUST CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R b. Exterior walls R (� C. Glazed areas R y �� d. Exterior doors R e. Floors over unheated spaces R L Edge of slab on grade(heated building) R g. Basement/collar ymils(above grade) R-� h. Basement/cellar walls(Below grade) R i. Heating/cooling-ducts-piping in unheated space R� 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED p 'ca is Signature Date Phone Numbe -�.p SPECTOR'S REMARKS: i Project Name:T iI��, I YI I}��C� BP# Address: '°1� ��0 --( �W Building Permit Submission Checklist Multiple Dwelling Commercial Projects All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Qacensbury Budding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. /1. Building Permit Application Gompleted... ............ ......... .............. ❑yes ❑no ❑n/a -4/2. EnergyForm or C heckkiate Energy Code Compliance Forms Complete.-. ❑yes ❑no ❑n/a / (submit 2 copies) �( Energy Cade Inspector's Report from Cleckmate Program............ ... ❑yes Ono ❑n/a (submit 2 copies) 4. Septic application completely filled out(if applicable)............... ...... Dyes Ono n./a -4 5. Electrical Inspection Form... ...... Dyes ❑no r n/a 6. Two(2)sets of plans showing the following:.................................... ❑yes Ono ❑n/a 6a. Floorplan(s)... .................. ... ... ................................... Dyes Ono a 6b. Foundation plan... n/ 6c. Cross section(s)................ On/a Dyes 6d. Elevations ... ..... Ono 6e. Design loads including floor,snow load,and wind load...... ❑yes Ono ❑n/a 6f. Seismic des re y D design(required afterran. 1,Z003)......................... ❑ Ono n/a 6g. Plans signed byregistered architect or engineer,signed.......... ❑yes Ono ❑n/a and sealed by a registered architect or engineer 61L Window and door schedule.................. ..................... ... Dyes Ono ❑n/a f7. Two(2)site plans showing location of the structure to be built,......... Dyes ❑no ❑n/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to epr9pe" olid Fuel Burning or Comas Appliance Form(if applicable)................ Dyes Ono Qn/a DnvewayPermit...... ... ... .................................................... ❑yes Ono ❑n/a Date: Staff Initial: L\SueHeminb vay\Baduig.Pennit.FORMS\Generic Check]ist.doc Januuy28,2003 l� DRAFT COPY (3121/03) CHECKI,IST J NYS BUILDING'CODE (BC) Building: �rl ��V NYS FIRE CODE (FC) NYS PLUMBING CODE(PC) Location: �c��S�� F �� &-W NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE (FGC) Date: Gy NYS ENERGY CODE (ECC) Reviewer. Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.E 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BG-302 17 5 Type of Construction BC-Table 601 81 5f3 6 No, of Sleeping Units/Level BC-202 14& No. of Units,-Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75'Rule) BG-403 36' Atriums BC404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR= Not Required NS = Not Shown NA= Not Applicable Note: *Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & BuildingAreas reas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. 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 11. Frontage&Sprinkler Credits, Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 900 7a�� (Allowable Area/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150'rule) r�, y�- R Fe 3) GZZ" 14. 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; JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 , Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC.Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 6. Space 4 tt. '-a3'-6%PJ( t(,- /Z021 25� Min. Rm. Dimensions 're Q, BC-1207.1 251 �7 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) - BC-1202.1 249 18. Light(Nat. or Mech.) BC-1204.1 250 19. Exits o"eW c ION 1- '21 S Z Z Occupancy Load BC Table 1003.2.2.2 201 � Z °� One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1-004.2.4 220 Aisle Width BC-1.004.3.1.1 221 Corridor Width /)re� BC-1004.3.2.2 221 Capacity of Exits (ca/c.). BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 oor win C�1( f7f,- 4s 1' BC-1003.3.1.2 208 Panic Rardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 d 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.E 215 Handrails BC-1003.3.3.11 215 Guwls C 16D3;3,2,,i - Z6 Ise 12°wiK 3 C /oo3.3►3 T JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed C=G 21. Structural Snoww�oading—Ground BC Fig 1608.2 296 Snow Loading--Roof(calc.) 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 Wails - Windows Seismic Loading (calc.) BG-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. 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-1,107.6.1.1 241 #of Dwelling Uni-t.9 BC-1107.6.2 241 Toilet Facilities a 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 27. SPECIAL INSPECTIONS BC-1704 379 Notes: L i (Jr erulck ,✓ / JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment `fJji, Centr.ql Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing.Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 Fire Alarm Boxes+2avef FC-907.4.1 170.9 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 seneti� FC--903.7.•lu, 29. Plumbing Code Fixture Count PC-Table 403.1 21 vk,,,5 ��,,,��,. Se�ic< �S►,* 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 Sanita Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10--A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 3 . Mechanical Code Veri tion 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 MG-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: JAMD �� ,�� J Fa�C�o Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FORA COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage'lncrease: If= 100(F/P-0.25)W = Answer in % 30 Note: If= 75%when 4 sides accessible&water available Allowable Area: Aa=Atable+(A ,�f)+LA x I t,b =Answer in Square Feet (BC—Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg.202) (Occupancy Load for Exit)x(Egress Width per Occupant) = (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)& (Eq. 7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf=0.7CeClIP9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce= Exposure Factor (BC-Table 1608.3.1)(Pg.297) Cf=Thermal Factor (BC Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) P9 = Ground Snow Load (BC Fig. 1608.2)(Pg.296) PS=CSPf= Sloped-Roof Snow Load Where: PS Sloped-Roof Snow Load CS= Roof Slope Factor (ASCE 7-98)(13g. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 I S. 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 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the rice 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 9 hr. Tire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished-floor surface entirety above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 lqw�ow n of Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: `�/� Name: �`� �1 SJ�'�"l Inspected on: ?z �8— Location: 77 S 0-0 2) EPL SW Arrive: D .m. Permit No.: C� Inspector's Initials: COMMENTS Yj NA Chimney/"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware, if required 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 Okay Relief Valve, Heat Trap I Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For 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 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed andicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required final Survey,New Structure/Flood Plain certification, if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler ,� V Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O ti Okay To Issue C/C Commercial Final Inspection-1 12712 Town of Queensbury Fire Marshal's Office G 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 445-4437 4 Fire Marshal's Inspection Report Request SCHE®ULE Receives!: Permit# b q l V o INSPECTION ON: `d Name: �'�=�� ur 4'r. l 3() AM PM ANYTIME Location: iC�` APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH rn EXIT SIGN-NORMAL � � ` U EXIT SIGN-BATTERY EMERGENCY LIGHTING r FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS- CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN_ EMERGENCY EVAC PLAN OK THIS DATE OK R NOT OK INSPECTED BY COMDEV/C HRISJNVORD/LETTERS2001/F IREMARSHALINS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection re est r e' ed: Queensbury Building&Code Enforcement Arrive: m/p Depart:, a 742 Bay Road, Queensbury,NY 12804 Inspector's Ini al NAME: 1�1 _ PERMIT ?DDtA LOCATION: DATE: - COMMENTS: Y N NAB Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete �s Exterior Finish Grade Complete 6"in 10' or Equivalent O - Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Ste Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if re uired 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 Okay 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 �� ,`►1 > 10%> 1000 sq. 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 \Aocl Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond 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 Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'widee Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report: Request SCHEDULE Received: Permit# �L/ w C�'-`� INSPECTION ON: Alt Name: 1 o i 1C`L ��y Yl � � AM PM A YTIME Location: i cci APPROVED N/A YE NO COMMENTS EXIT ACCESS o �� EXIT ENCLOSURE 1� 41(;7 n L,o- EXIT DISCHARGE w �Z 1 ` j?fc V, f 3-C`7 j MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN—NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING � FIRE EXTINGUISHER HUNG I_5 FIRE-EXTINGUISHER n6u i CCO,I0 ri-, INSPECTION FIRE EXTINGUISHER HYDRO c SYSTEMFIRE ALARM FIRE ALARM FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE _ COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE _ X VEHICLE IMPACT PROTECTION FIRE LANE - F.D.SIGNAGE-UTILITY ROOMS x NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE � FOLR CO NOT OK INSPECTED BY COMDEV/CHRISJNVORD/LETTERS20011F IREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date InsElc,J tion request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: L PERMIT#: O ` 3 LOCATION: . fZc DATE: On Gi -V 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 Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 sq. ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e 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 b ble Surface 20'wide Okay To Issue Temp. or P rinanent C/ Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\Pamw\Building&Codes\Commercial Final Inspection Report.doc n //I 7�.A' Commercial Final Inspection Report Office No.: (518)761-8256 Date Insp��jjtion�equest received: 0 f Z U S Queensbury Building&Code Enforcement Arrive: L'!23 am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: r� NAME: 01,e ,.'V e.V C PERMIT#: 0 LOCATION: g l�' DATE: 0, COMMENTS: ChimneyY N NA /�l c_/"B"Vent/Direct Vent Location Co ki ke, Plumbing Vent Through Roof 6"/Roof Complete f�jue� ^ee�� Vf euJ Exterior Finish Grade Complete 6"in 10' or Equivalent //�z•�rf Iss.94,� 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 1111 ® 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)/Cane or Equiv. o � °``'�J Ir Gas Valve Shut-off Exposed&Regulator 18" Above Grade �� ✓hl 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 I/2 doors j 3> 10%> 1000 s .ft. G1d4C, cr /a Hour Corridor Doors&Closers I ,pp Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 100, 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 � ✓ ; J/ r, Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" !«Lz. P Handicapped Ramp/Handrails Continuous/12 in.Beyond SerwC ": Active Listening System and Signa e Assembly Space Final Electrical �� /c��I �"n Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. r � (,y"Ar As-built Septic System Layout Required or On File r a Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Ddy ble Surface 20' wide Oka To Issue Tern . or Perman t C/ Oka To Issue C/C o ,//�`4�-x 6XF7 r-c •Q�cil/!c 5 rrC .��/I�er � Last printed 6/3/2003 9:27 AML:\Pamw\Building&Codes\Commercial Final Inspection Report.doc , /mow `/d`, 61 cj�fi-' F-0 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re es rec v1 �� Queensbury Building&Code Enforcement Arrive: 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: Its{ T we r" PERMIT#: > LOCATION: )` INSPECT ON: Q TYPE OF STRUCTURE: ^ i' Framing Y N N/A COMMENTS Jack Studs/Headers j Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report l c� Office No. (518) 761-8256 Date Inspection r uest ecei e Queensbury Building&Code Enforcement Arrive: am/p e a 742 Bay Road, Queensbury, NY 12804 hispector's In' ials: NAME: L! t/,,e— v (4,��Y PERMIT#: LOCATION: , U l �(�� /? INSPECT ON: ` L TYPE OF STRUCTURE: Y N N/A Framing COMMENTS Jack Studs/Headers y� \Bracing/Bridging Joist hangers � '`� � _ Jack Posts/Main Beams � - Exterior sheeting nailed properly �- 12"O.C. 71��`p�� -- Headroom 6 ft. 8 in. —�L�� Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report 1-1 Office No. (518) 761-8256 Date Inspection request r ceived: Queensbury Building & Code Enforcement Arrive: am epart: . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 146��4&er PERMIT #: LOCATION: 7� NSPECT 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 / chars e 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 AIM 5 S.I for 15 minutes nsula ' / Residential Check / Commercial Check Proper Vent Attic Vent J. 1'44f Duct/ Hot Water Piping Insulation If required unheated spaces (/y� Combustion Air Supply for Furnace � �Al Duct work sealedproperly../ No duct toe Z LAPam Whiting\Building&Codes\Inspection Forms\Rougb Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report, Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart: pm 742 Bay Road, Queensbury,NY 12804 Inspector's InitCZV NAME: Mc--//u G.(G- PERMIT LOCATION: 76 0u k c 2 o , INSPECT ON: 2 ;6 TYPE OF STRUCTURE: Y N N/A PVC: R-1, R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction 7cc0oper, er Supply Piping ooper Commercial CPVC,Pex One and Two-Family 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:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection p t Office No. (518) 761-8256 Date Inspection r ques r cei ed: Queensbury Building& Code Enforcement Arrive: ITI/p epart: " a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia • � NAME: tA f t>JE�i PERMIT#: LOCATION: -7S2� jp�n INSPECT ON: TYPE OF STRUCTURE: t Y N N/A Framing:. COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly _ 1231O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side F Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center V f "� Ice and snow shield 24 inches fro wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed d V 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SucHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 F E S - 1 9 - 0 S SAT 1 2 2 A _ J _ C A -IFA L F A M O C O N S T p _ a l r-Z 17 February 2005 NoF av�FF�cE ', r: ' Mr. Paul Lorenz Meinokl a Car Care 78 duaker Road Queensbury, New York 12804 Fie: Acceptable As-built Structural Modifications Renovations at Meineke Car Care, 78 Quaker Road, Queensbury, 12804 Lns�gpte, d bu.Engineer. 16 Febr�ra yr 2005 QQa.r Mr. Lorenz: Regarding the,above referenced project and the Town of Queenst�ury's Framing Inspection Report of 19 January 2005, the following as-built structural modifications are acceptable: 1. Replace the double 1 3/"x 11 7f8" LVL headers over the doers for bays 5 & 6 with three courses of 8"x8"x16" concrete bloats (cells filled with' concrete) on top of a double L4"x4" steel reinforcement, 2. Two 2"x4"s sistered to the damaged lateral chord on the fii'st roof truss in from the north wall is acceptable, 3_ Eliminate the north 6"steel pipe column and bear tho north and of steel roof girder onto the comer of the concrete block wall—corner cells of the Olock wall filled with re-bar and concrete•-bearing down to footing below. 4, Eliminate the 6" steel pipe column shown 10 feet In from the corner and replace the W18x97 steel roof girder with a W20103 steel roof girder spanning the entire 46' 9" opening in the renovation. 5- The 2x12 roof rafters trimmed to 7" bearing along the west wall are acceptable, Regarding the Town of Queensbury's comment that they mood a new set of staimped drawings showing the modifications, check with the Building Inspector to see if this letter will suffice. Otherwise, contact Williams Williams and they will provide a new set with my seal. F E D -„1 9 - 0 5 SAT 1 2 2 A J _ C A T A L F A M O G O N S T P 0 2 Considering the onsite inspection and approval of the modifioat►ons, the construction shQuld resume and proceed through to eompletiQn. However, please confirm, with the Town of Queensbury to make sure they have no outstanding matters. Please feel free to contact me if you have any questions or comments. erely, Edward . oint, PE 8 Ward Land, P4 Box 190 Cloverdale, Now York 12820 . 518-744-4411 Y lit rV Sti, P Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request r-�ceive l) Queensbury Building & Code Enforcement Arrive: ar-KW (Pe-'Part: "r �' am 742 Bay Road, Queensbury, NY 12804 Inspector's Initial � NAME: ,��, �'' - `�- PERMIT #: 00 -� LOCATION: INSPECT ON: S TYPE OF STRUCTURE: �� 1� a I 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 7z ,iy. Water Supply Piping v cJ�� Air/ Head 50 P.S.I for 15 minutes Ik 11P 'Insulatio _ Residential Check / Commercial Check Pro er Vent Attic Vent Duct/ Hot Water Piping Insulation �� If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: '27v LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: , j arn/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: �- �,,. i�/' INSPECT ON: oZ 2 vas TYPE OF STRUCTURE: Framing Y N �N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly / �� h /G- 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. _ j -e v:f c'` Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour l� Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation. House side %2 inch or 5/8 inch Type X Garage side 5/$inch Type X Ceiling%wall Windows Habitable Space/Bedrooms 24 in. (H):r' 20 in. (W)- 5.7 sf above/below grade 5.0 sf grade L:\SueHemin-Way\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: ill) am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: l� NAME: PERMIT#: .3 �U LOCATION: INSPECT ON: ��- TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Id /rvs Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Cl A Headroom 6 ft. 8 in. we 41 (� Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L\SueHemingway\Building.Codes.Inspection.FORNIS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: `0arn/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:01t NAME: C y V �j'��— PERMIT#: �\ l v LOCATION: INSPECT ON: _ TYPE OF S RUCTURE: Y N /A COMMENTS aming Jack Studs,tIeaders _ ;;Uer-�' /'f�, '°�t,✓ir, �ti Bracin,Bridging , Joist)`1gers '� ti ;f�;y Aci Jackasts/Main Beams Ext'0I sheeting nailed properly L"O.C. ;A.r�.� �= hdroom 6 ft. 8 in. Airwells 36 in. or more h room 6 ft. 8 in. tches/Holes/Bearing Walls �"- /Ietal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side S/e- Draft stopping 1,000 sq. ft. floor trusses Ancho olts 6 ft. or less on center e and snow shield 24 inches from wall / Fire separation 1, 2, 3 hour ✓ ✓ / Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\BuiIding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 II '1 Framing / Firestopping Inspection Report I Office No. (518) 761-8256 Date Inspectio requ st cei ed: I Queensbury Building& Code Enforcement Arrive: am/ part: �a, I 742 Bay Road, Queensbury, NY 12804 Inspector's In 'a I NAME: Q ) �t PERMIT#: LOCATION: 1G INSPECT ON: TYPE OF STRUCTU Framing Y N N/A COMMENTS Jack Studs/Headers C) Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 nd snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L•\SueHemin-.way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 % Framing / Firestopping Inspection Report 2P� Office No. (518) 761-8256 Date Inspection request received: G h / Queensbury Building& Code Enforcement Arrive: T _aln/pm Depart: m/pm i' 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: / _ D / NAME: 1k PERMIT#: -3 �� LOCATION: ' INSPECT ON: r TYPE OF STRUCTURE: Y N N/A Framing C®1 MEA,NTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from w,11 S�� - an/ Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemin-,Way\Bui Win g.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 - i Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection req rec 'v Queensbury Building&Code Enforcement Arrive: ' -lip ai p i Depa : ; ' am/�. 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: _ P ,IZMIT#: � LOCATION: _ _ FNTSPECT ON: d _f oo TYPE OF STRC-TT JR Comments Y N N/A Footings on — rs Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Darpproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper- Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHcmingway\Building.Codes.Inspection.I�ORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-52.56 Date Inspection re e t rec ed: _ l0 0l oIQU Queensbury Building&Code Enforcement Arrive: w in /` Depart: h a _ 742 Bay Rd., Queensbury, 1 804 Inspector's Init 1 . !" NAME: 41i>`e��Q PEIZMIT#: LOCATION: _ '7 _ INSPECT ON: C6 aCY1 TYPE OF STRUCTURE: i-t--- Comments Y N N/A Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete, Materials for this purr ose on site.^_ Foundation/Wallpour Reinforcement in Place Foundation Danipproofing Foundation/Waterproofing Type roofing/Waterproofing n u n" ay' ght or 'u ,- _ Footing Drain tone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfll Approval Z ,,Plumbing Under Slab PVC/Cast/Copper V'y�� Foundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\SueHcrningway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 l Foundation Inspection Report Office No. (518) 761-8256 Date Inspection regCies re eiv d: Queersl?ury Building&Code Enforcement Arrive: �/prrl Depart: ` a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial,s:, 9 � NAME: \ � �\ PF.,I21��1IT#: —J - LOCATION: 1 �r / _ INSPECT ON: � — TYPE. OF STRUCTU . 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 F of the concrete. Materials for this purpose on site. Foundation/Wallpour (=1_e Reinforcement in Place �r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: — 12 inch width �� I 6 inches above footing 6 mil poly for wet areas under slab Backfill pproval 4� u ing Under Slab,,iC-- VC ' ast/Copper LD 0 Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\I-oundation Inspection Report.doc Janua, 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection r quefreQueensbury Building&Code Enforcement Arrive: am/ Depart:: apm 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini 'NAME: ,RMLOCATION: r _ TSP ^��-aLT TYPE OF STRUCTURE: Comments Y N N/AFootings _ __ ------ __ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete, _ Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 i hes above footing rnil poly for wet areas under slab Backfill Approval Plumbing Under Slab VC/Cast/Copper Foundation Insulatio ter' %Exterior R- Rough Grade 6 inch drop within 10 ft. LASuellcmingway\Building.Codes.Inspection.FO RMSToundati on Inspection Report.doc January 28,2003 Foundation Inspection Report P P Office No. (518) 761-82.56 Date Inspection reque t received: l Queensbury Building&Code. Enforcement Arrive: am/ Depart: r _ m/pm 742 Bay Rd.; Queensbury,NY 12804 Inspector's Initials: NAME: _ \� ll PERMiT#: (D Ll`30, LOCATION: _ ..� P ,� rNSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab — �I Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump � A--r S. Footing Drain Stone: J 12 inch width 5l✓K� �� t`4` (.��' 6 inc s above footing �� rl of for wet areas under slab ` �ackfill Approval �_.__ Plumbing Under Slab PVC/Cast/Copper Foundatio Insulati n Interior Exterior -R Rough G ade 6 inch drop within 10 ft. L:\SueHcmingway\Building.Codes.Inspection.FORMS117oundation Inspection Report.doc January 28,2003 Foundation Inspection Report �p Office No. (518) 761-8256 Date InspectionVSPFCT re iv Queensbury Building&Code Enforcement Arrive: Depart: Z am/6� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: ��K,e " i� _ T#: LOCATION, < 2 _ ON: — . ,— TYPE OF STRUCTURE: �L Comments b`W Footings — `l Piers _ -- ✓\ �� Monolithic Slab Reinforcement in Place e contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing "Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump _ Footing Drain Stone: 12 inch width 6 inches above footing 6 miles for wet areas under slab [ ` Backfill Approval Plumbing Under Slab PVC/Cast/Copper -- o Lo Foundation Insulation terio E� r�i�r R- �-® �1 Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\foundation Inspection Report.doe January 28,2003 v ti� OCT 15 2004 3: 05PM HP LRSERJET 3200 p. 1 i7 - t. NACE ENGINEERING., P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 October 15,2004 Job#47367 Mr, David Hatin VIA FAX—745-4437 Town of Queensbury 754 Bay Road Queensbury,NY 12804 Re: Meineke Muffler Dear Mr. Hatin: This afternoon Mr. David Howard asked me to look at the footing for the northernmost foundation wall he is constructing for the addition to Meineke Muffler on Lafayette Street. He explained that he poured the original footing too far to the north and that the foundation wall would have overhung the southern edge of the footing. He explained that he corrected the problem by extending the footing to the south. He stated that he used dowels to attach to the existing footing and put an additional longitudinal bar in the new concrete, The existing vertical dowels between the footing and foundation wall were cut off and new dowels grouted into the footing in the correct location. I examined the modified footing this afternoon and found the method of correcting this layout problem to be acceptable. Given the light footing loads for this building end wall, I do not have any concern regarding the structural integrity of this modified footing and foundation wall. Please call me if you have any questions. 'ncerely, Thomas W.Nace,P.E. v Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ _ PERMIT#: uA-390 LOCATION: _ INSPECT ON: 100 410 4 TYPE,OF STRUCTU 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 pur ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation terio /Exterior 0 A) C/ C Rough rade 6 inch drop within 10 ft. LASucHetningway\BuiIding.Codes.Inspecti on.FOwswoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No 8) 761-8256 Date Ins ect' request ive o h A 0 Queensb ri n�®rcemknt Arrive: �-ZL I r epa : �in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 11 1M a N A PERMIT#: �� d LOCATION: _ INSPECT ON: _ 04 '00 a hz TYPE OF STRUCTURE: ° Comments V—Foothigs Y N N/A (�J`?Nk -- ------ il'R C >1J�r Piers ��Q vo- Monolithic Slab V^-- �� C>�% Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement �, of the concrete. Materials for this pu_pr ose on site. Foundation/Wallpour7 �� Reinforcement in Place— Foundation Dampproofing—�- Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab— PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FO RMS\F oundati on Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re ue cei ed: Queensbury Building&Code Enforcement Arrive: I m/p Depart: am/ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi 2,j NAME: - PE IT#: 7-0 0 ' LOCATION: U Rp INSPECT ON: XD oq TYPE OF STRUCTURE: ✓ Comments Y N N\T/A Footings Piers ' Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval + Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection reques i lot 0 Queensbury Building&&Code Enforcement Arrive: � ' an part: 742 Bay Rd., Queensbury,NY 12804 Inspectors initials: _ NAME: GT F IT#: AOa -390 LOCATION: a_ _ INSPECT ON:O TYPE OF STRUCTURE: / Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pu_pr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump A 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. I,:\Suet-lcmingway\Building.Codes.Inspection.FORMS\i-oundation Inspection Report.doe January N,2003 TOWN OF QUEENSBURY / 742 Bay Road, Queensbury, NY. 12804-5902 September 10, 2004 Harry Williams Williams & Williams Design 509 Glen Street Glens Falls, NY 12804 Re: Meineke Muffler Plan:Review Dear Harry: The following items still need:to be addressed on the plans in order for us to issue a building permit for the Meineke Muffler addition. 1. The door swing between the repair bays and the customer waiting area must swing in the direction of exit travel, and therefore the door swing must be reversed. 2. The calculations provided by Ed LaPointe do not show any calculations for wind or snow load, and therefore he must provide calculations that show that this building has been reviewed, and some type of calculations to go along with that review provided to this office. 3. There are no canopies shown over the north exit door or the west exit door, as were mentioned in our last review. Both doors must lead to legal open space. Please provide the above information so we can review for acceptance and issuance of a building permit. Thank you for your attention in this matter. Sincerely, / if Queensbury Davi Hatin, Director Building and Code Enforcement DH/mg L:\Maria\MARIAG\WUUams.doc Building Code of New York State Section 1603— Construction Documents 1603.1 .General Case Exceptions for buildings constructed in accordance with the conventional light frame construction provisions.of Section 2308 in the Town of.Queensbury, New-,York. Edward K. LaPoint, PE Applicable Project: 'Meineke Muffler Renovations @ Bank & LaFayette Streets Queensbury; New York 12804 By: Williams &Williams Designers 509 Glen Street Glens Falls,.New York 12801- Description -Single story additions to each end of an existing automobile:repair. ".shop (588 square feet and 1,402 square.feet onto existing 2086 square feet totaling 4,076 square feet). F-1 Use &Occupancy, Type VB construction " allowable height and area = 1 story and 8,500 square"feet. Structural Design Information: 1), Floor load = 50.psf uniform and 2,000 pounds per 20.square inches for passenger,cars. ,. 2) ; Ground Snow Load.= 70 psf 3) Roof Live Load__= 55 psf snow+.15 psf wind 70 psf 4) Basic.Wind Speed = 110 mph and.exposure B 5) . Seismic Design Category C and Site Class D (see next sheet for details & calculations KFIT` YO " r P c� 06F 52 " O NPR Building Code of New York State Section 1603—Construction,Documents 1603.1 General Case Exceptions for buildings constructed in accordance with the conventional light frame,construction provisions of Section 2308 in the Town'of Queensbury, New York.. Edward K. LaPoint: PE Seismic Factor le = 1.0 Table 1615.1.1 Site Class Definitions —The following analysis proceeds from the average properties described in the table for"Stiff Soil Profile" for Site Class "D". Any variations from these properties for the specific building site need to be reported and the analysis adjusted accordingly. 1615.1.2 Determination of site coefficients and adjusted maximum considered earthquake spectral response acceleration"parameters-- Sms = FaSs = (1.5)(0.35) = 0.525. Sm1 = FvS1 = (2.4)(0.11) = 0.264 1615.1.3 Design spectral response acceleration parameters Sds = (2/3)(Sms).= 0.35 Sd1 = (2/3)(Sm1) = 0.18 1616.2.1.Seismic Use Group Table 1616.3(1) Seismic Design Category Based on Short Period Response Accelerations "C" Table 1616.3(2) Seismic Design Category Based 1-Second Period,Response Accelerations = "C" Section .1614 Earthquake Loads- General 1614.1 Scope— Exceptions: 1. Detached one and two-family dwellings as applicable in Section 101.2 in Seismic Design Categories A, B, and C'are exempt from requirements of Sections 1613 through 1622. 2. . The seismic-force-resisting.system of wood frame buildings that conform to the provisions of Section 2308 are not requi to be analyzed as specified in Section 1616.1 �EUF NEW CD �PPO KE17y��AO,�f CC N�4 0667 V 001 •�l`� , �,bob � � ,�� 09 54 VM L a Y1 boy m3tA A OD \ \�� cl WC14 NEWyo �P 0��--IT 4a„ C,- �(? 066 t a�t w� A go- "A 241f Ic l( 14 1 ,� ta ��Cf ................... � 13 zc� oo)(o A) _ 17 IC GA—L lo 1319 r NEW .06t4t Kin Lj G � a%A :vA Ao r , s � Y t l c;DoLi- 36 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\MEINEKE MUFFLER-QUEENSBURY.cck Section 1: Project Information Project Name: MEINEKE MUFFLER QUEENSBURY,NEW YORK 12804 Designer/Contractor: WILLIAMS&WILLIAMS DESIGNERS 509 GLEN STREET GLENS FALLS,NEW YORK 12801 Document Author: Telephone: Date: Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 115 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: Addition Activity lype(s) Floor Area Other 588 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I 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. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] ,7. Recessed lighting fixtures are sealed or gasketed. [ ] 8. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Rafter/Truss 588 38.0 0.0 0.028 0.051 Exterior Wall 1: CMU<=8"with Integral Insulation Furring:None 630 --- 8.0 0.092 0.074 Window 1:Wood Frame,Double Pane with Low-E Clear,SHGC 0.63 75 --- --- 0.320 0.520 Door 1: Solid 20 --- --- 0.130 0.120 Basement Wall 1: Solid Concrete or Masonry<=8" Furring:None,Wall Ht 4.0,Depth B.G.3.0 560 --- 10.0 0.088 0.098 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 10%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stain ed and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, u h plans or spe7' c;atZiPnsre in compliance with this Code. Principal Envelope Designer-Name &Ure Date ; Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\MEINEKE MUFFLER-QUEENSBURY.cck Section 1: Project Information Project Name: MEINEKE MUFFLER QUEENSBURY,NEW YORK 12804 Designer/Contractor: WILLIAMS&WILLIAMS DESIGNERS 509 GLEN STREET GLENS FALLS,NEW YORK 12801 Document Author: Telephone: Date: Section 2: General Information Building Use Description by: Activity Type Project Type: Addition Activity Types) Floor Area Other 588 Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/I) 588 200 YES Exterior Lighting [ ] 2. Type(s)of exterior lighting sources: _Fluorescent _Metal Halide —High-Pr. Sodium Exceptions: Specialized signal,directional,and marker lighting;lighting highlighting exterior features of historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual dwelling units separately metered. [ ] 5. Minimum of two switches,dimmer,or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. [ ] 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. [ ] 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch [ ] J 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: 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--EZ Version 2.5 Release 1 and to comply with the mandatory requirements in he Requirements Checklist. When a Registered Design Professional has stamp d and signed ' page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, u plans or spec ifi tions are in compliance with this Code. 2 Principal Lighting Designer-Name gna a Date Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2) (B x C) Other 588 1 588 Total Allowed Watts= 588 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E 1 60"T8 40W/Magnetic 2 5 40 200 Total Actual Watts= 200 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= 588 Total Actual Watts= 200 Project Compliance= 388 Lighting PASSES: Design 66%better than code Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\MEINEKE MUFFLER-QUEENSBURY.cck Section 1: Project Information Project Name: MEINEKE MUFFLER QUEENSBURY,NEW YORK 12804 Designer/Contractor: WILLIAMS&WILLIAMS DESIGNERS 509 GLEN STREET GLENS FALLS,NEW YORK 12801 Document Author: Telephone: Date: 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: Addition Section 3: Mechanical Systems List uanti System Type&Description 1 HVAC System 1: Packaged Terminal Heat Pump,Cooling Capacity 7000 Btu/h,Air-Cooled Condenser/ Single Zone Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency: Heat Pump: 3.0 COP, 10.8 EER [ ] 2. Heat pump thermostat required when supplemental electric resistance heat is installed Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 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 [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, 2-hour occupant override, 10-hour backup -Exception:Continuously operating zones -Exception:2 kW demand or less,submit calculations [ ] 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfin [ ] 7. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 8. Operation and maintenance manual provided to building owner [ ] 9. Stair and elevator shaft vents are equipped with motorized dampers [ ] 10. Exhaust air heat recovery included for systems 5,000 cfin or greater with more than 70%outside air fraction or specifically exempted [ ] 11. Kitchen hoods>5,000 cfin provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] 12. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up air quantity,and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: 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 requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provi ed to the code enforcement official,if requested. When a Registered Design Professional has stamped and signed h�i page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or spe fi ations are in c mplfance with this Code. Principal Mechanical Designer-Name Si at Date Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck--EZ Software Version 2.5 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\MEINEKE MUFFLER-QUEENSBURY.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal 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: Heat Pump: 3.0 COP, 10.8 EER 2. Heat pumps having supplementary electric resistance heat must have controls that,except during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. 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 equivalent to those in Chapters 27 and 28 of 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. 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 degree F during heating and setting up to 85 degree 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. 6. Outdoor-air supply systems with design airflow rates>3,000 cfin of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. 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. 8. Operation and maintenance documentation must be provided to the owner that includes at least the following niformation: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. 9. 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. 10. Individual fan systems with a design supply air capacity of 5000 cfin or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60 T. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive finnes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 11. Individual kitchen exhaust hoods larger than 5000 cfin must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60 T Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 12. Buildings with fume hood systems having a total exhaust rate>15,000 cfin must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply.