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2004-550
LE TOWN OF =QUEENS:BURY 742 Bay Road,Queensbury,-NY 12804-5902 (518)761-8201 Comm unity Development -.Building & Codes (518) 761-8256 CERTIFICATE OF. OCCUPANCY . Permit Number: P20040550 Date Issued: 'Tuesday, April 2005 This is to certify that work requested to be done as shown by Permit Number P20040550 - has;:beeri completed: Tax Map Number: 523400-302-007-0001'-032-000-0000 Location: -658 GLEN St Owner: YALCIN & IRBRAHIO OZBAY . Applicant: USA GAS This structure may be occupied as a By Order of Town Board Commercial Alteration TOWN OF QUEENSBURY �r Director of Building.&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 _(518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040550 Application Number: A20040550 Tax Map No: 523400-302-007-0001-032-000-0000 . Permission is hereby granted to:. USA GAS For property located at: 658 GLEN St 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: YALCIN& IRBRAHIO OZBAY Commercial Alteration $280,000.00 MEVDA OZBAY 991 STATE ROUTE 67 Total Value $280,000.00 BALLSTON SPA, NY 12020-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2004-550 USA-GAS 1980 SQ FT COMNIERCIAL INTERIOR ALTERATION $237.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 30, 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 T wn August 30, 2004 Of ueen 1fill SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ' S DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING'CODE (BC) Building: Usk (3 NYS FIRE CODE(FC) NYS PLUMBING CODE (PC) Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) Reviewer. �- Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 . Occupancies* 4 Occupancy BG-302 17 5 Type of Construction BC-Table 601 81 6 No, of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75'Rule) BG-403 36' Atriums BC-404 37 8 -Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR= Not Required NS =Not Shown NA= Not Applicable Note: *Non-separated occupancies impose the most restrictive requirements JAM 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 (Allowable Area/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150'rule) Fe 9 08.5� 31 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 16. Space 4#IL 4es.)I-CAW C- =2t 25P Min. Rm. Dimensions 'rg 9- BC-1207.1 251 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"Or Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1-004.2.4 220 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-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1 003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread 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 t�ulsL 16D3;3.21./z zd �Gau Ise 12'r�9K �''�3 �C I(x�3.3,3to a►s JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow,- .oading--Ground BC Fig 1608.2 296 Snow Loading---Roof.(cala) ASCE 7-9811 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 (cala.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 V C 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 BCA 105.1 239 #of Sleeping Rooms BC-Table-1'107.6.1.1 241 #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 27. SPECIAL INSPECTIONS BC-1704 379 Notes: PIS a amhct5 04C qff JAM Page 4 of 10 No. Topic Code Page Required Actual Section No, or Allowed 28. Fire Protection Equipment 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+Zovef FC-907.4.1 90 .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 Lser+�,ds FC-903.z,% 1 S( 29. Plumbing Code Fixture Count PC-Table 403.1 21 �A►n55 �c�„�,�, s��it�tc S;,k 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 30. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MG-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&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-Not Water ECCC-Table 504.2 47- HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: T-r-z- + JNd") S�►►eli( �� JAM QD � �; ��� �EJ �4`CO��� Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage'Increase: If= 100(F/P-0.25)W = Answer in % 30 Note: If=75%when 4 sides accessible&water available Allowable Area: A,,=Ate+ (A b,p X If)+ x I =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=0.7CeCjP9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Ariswer in#per SF) C.= 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=CA= Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS= Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 Y 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 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 9 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50%of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 Project Name: bl*A a aim BP# RECEIVED Address: &5/ �(�P�- �N S� JUL 1. 5 2004. TOWN OF QUEENSSURY BUILD114G AND CODE Building Permit Submission Checklist Multi le Dwellin 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 QueensburyBuilding 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 Completed... ...... ....... ...... ... .............. . Ono On/a 2. Energy Form or C hecld&te Energy Gode Compliance Forms Complete yes Ono On/a (submit 2 copies) / _ 3. Energy Code Inspector's Report from checkmate Program......... ... ... Yes Ono On/a (submit 2 copies) 4. Septic application completely filled out(if applicable)... ... ............ ... Oyes ❑no AL/a 5. Electrical Inspection Form... ............ ... ......... ......... ...... ........ Kyes ❑no On/a 6. Two(2)sets of plans showing the following: ... ......... .................. ... ...Wyes Ono On/a 6a. Floorplan(s)... ... ............... ... .............. ..... ........ ... ... �a .... . Ono 6b. Foundation plan............... ... .................. ... ...... ...... ...... .. yes no O a 6c. Gross section(s)... .................. ... ................................... yes Ono n/a 6d. Elevations ......... ...... yes ❑no n/a 6e. Design loads including floor,snow load,and wind load...... yes Ono On/a 6f. Seismic design(required after Jan. 1,2003)........................... yes Ono n/a 6g. Plans signed by registered architect or engineer,signed........., yes Ono `Eln/a and sealed by a registered architect or engineer 61L Window and door schedule... Nfyes Ono On/a 7. Two(2)site plans showing location of the structure to be built,......... )Ayes Ono On/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 the property, S. Solid Fuel Buniing or Gas Appliance Form(if applicable)...... .......... Oyes Ono n/a 9. DrivewayPermit... ...:.. ... .................................... ................ Dyes ❑no n/a Date: Staff Initial: L:\SueHeminp.-ay\Bui ding.Pennit-FORMS\Generic Checkhst.doc. Januuy28,2003 Town of Queensbury BUILDING Fire Marshal's Office PERMIT 742.Bay Road NUMBER Queensbury,NY 12804 Phone Fax (518)761-8205 (518)745-4437 Fire Marshal's, Special Permit Application Applicable to: 0 Combustible Fibers,160 Cubic Feet,Farms Excluded. 0 Spray Finishing,Coating,Dipping. 0 Dry Combustible Materials Exceeding 3500 Cubic Feet Total. 0 55 Gallon Corrosives. 0 Flammable Compressed Gasses Exceeding 2000 Cubic Feet. 0 50 Pounds of Oxidizers. 0 Non—Flammablb Compressed Gasses,Exceeding 6000 Cubic 0 10 Pounds of Organic Peroxides. Feet. 0 50 Pounds of Nitro-Methane. 0 Explosives,Ammunition,Pyrotechnics,and Blasting Agents. 0 1000 Pounds of Ammonium Nitrate. 0 Processing,Refining,Blending,Flammable and Combustible'Liq. 0 Liquefied Petroleum Gas Total Capacity of 500 Gallons or More, 9r Install,Alter,Replace,tank,pump piping and other equipment Where 20 or More Persons Congregate. related to flammable and combustible liquids. 0 Waste Oil Heaters Found in Any Service Station, THIS APPLICATION AND ASSOCIATED DOCUMENTATION MUST BE REVIEWED AND APPROVED POWTO THE COMMENCEMENT OF WORK. L__ram THIREY'PARTY�ELECTRICAL INSPECTION MAY REQUIRED. ALL APPLICABLE SPACES ON THIS APPLICATION MUST BE COMPLETED AND THE SIGNATURE OF THE APPLICANT MUST APPEAR ON THE APPLICATION FORM. BUSINESS NAME WHERE WORK IS PROPOSED: OWNER OF PROPERTY:_ C ueo�s�xr sps' one e'll,/ 0047W MAILING ADDRESS: 5 S f �,�1��i ��ij/ ��✓`� -y� TELEPHONE NUMBER: as- FAX NUMBER: �. - -- .y6'3— C>O'r-el --- PROPERTY LOCATION WHERE WORK IS PROPOSED: �c��sfzr l AZ V 12 rOy TAX MAP NUMBER:SECTION: Zo BLOCK: LOT: DESCRIPTION OF PROPOSED WORK OR SPECIAL USE: 5 �iGCLs� �Cki /l9 //its��Y�G L�c �S S ,Ogr /✓✓�S'f1EG °PROVIDE SITE PLAN DRAWINGS AND.EQUIPMENT DETAILS OF THE WORK PROPOSED PERSON(S)RESPONSIBLE FOR THE SUPERVISION OF THE WORK AND COMPLIANCE WITH CODES: NAME: MAILING ADDRESS: TELEPHONE: _NAME�& kla MAILING ADDRESS: TELEPHONE: `DECLARATION To the best of my knowledge the statements contained in this application,together with the plans and speci- fication submitted,are a true and complete statement of all proposed work/special use on the described premises and that all provisions of the NYS Uniform Fire Prevention and Building Code,The Code of the Town of Queensbury,and all other laws pertaining to the propose h_all be compl'ed with,whether specified or noted,and that.such work is authorized by the er: Signature: Owner,Own s Age ,Contractor, rchitect Approved By: PAA Date: L �` Building Permit Application . Town of Queensbury-Dept of Community Development,742 Bay Road,Queonsbury,NY (5�8�761-$256 A permit must be obtained before beginning construction. . Permit FTC No, f No inspection will be made until applicant has received a . Fee paid $ 2. ' •l00 valid Vuilding permit. All applicants' spaces on this Roc.Fee paid $.� application must be completed and must appear on the Reviewed By; application form. Applicant: ' .all�.r C�-d wL e .o vas Owner'- Address: ` Address:. Q G'7 Phone#( ,)a. ,_ Phone 0 V/-,-) s�.z -1-5-j-pk... propertyLooatioi; Lot Number: / House Number,,,__,_/ SubdivisiouName: Tax Mgp Numbar: 302I off,�-1- 32, - • �ter^^' ���---"" � -. ��'{�' ^ " o New Building: residence /commercial Y'itl ated4lvfarltotValue of Construction;=$ . o Addition: residence/ commercial If an Addition,what will use of new addition be? Alteration: residence! ommero a 14o change to exterior size: residence com'l Other work(d"odbe GOLVIe' 7 Check 0c.=p=CyW0rmatlou 1 Floor 2° Floor other floor Total Below sq.it. sq.ft. sq.ft. Square Feet V IC o Sin a f�iil dwollin o Two famil dwelliu m 'Townhouse o Multifamily dwelling o Office `p( Mercantile o o Maaufactuft 0 1 on detached smse 0 2 oar detached 2 a o a 3 car detached garage 0 1 car attached pmp a 2 oar attached Saage a 3 car attached garage e Storage building- commercial o Storage building- tesidential a Other What is the proposed height of the structure..�feet O inches 'Will say second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil 1 gas wood /forced hot air/ baseboard/other: Number of fkafam to be installed 4 Number of j&gjkjgyg to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address _ Phony Numb or _Builder iti e-f 7779 Mason Electrician . DegjWMg ; please sign below after you have carefully read the statement: To the best of any 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 dote 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. Further,it is understood that Tlwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning - Administrator or ector of Building and Codes,an dE&A&M by a licensed surveyor;drawn to scale,showing actual locati2a s r►ow c Muaiou. Signatt;ro; c,contracto _caner,owner's agent,archite uppy RECEIVED zoos Site Plan Inspection Report TLrC ;GENssu `— ZONING OFFICEName: USA Gas (Y. Ozbay) Location: 651 State Route 9, Queensbury, NY Site Plan No.: 37-2003 Area Variance No.: 65-2003 Building Permit No. (if any): ,a,-(_��y —. 'Date: December 7, 2005 Dear Mr. Ozbay: During a final follow-up site plan inspection on December 7, 2005 it was discovered the site is now developed as approved. Should you have any questions or concerns please do not hesitate to contact this office. Sincerely yours]"" 6 Bruce Frank Code Compliance Officer L:Bruce Frank120051 SPR&A V Reports I USA Gas (Y. Ozbay) SP 37-2003 07dec05.doe 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 ss�,r� SCHEDULE Received: Permit#���cu�_ INSPECTION ON: 'd Name: �V7,2n,4M PM ANYTIME Location: APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN—NORMAL roc - I "Kl EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO v `Cr v Ca FIRE ALARM SYSTEM ® oo FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ..�.es ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS -G 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 F R CO NOT OK rL INSPEC COMDEVICHRISJMIORDILETTERS20011FIREMARSHALINSPECTIONREPORT1 022 01 WHITE—BUILDING DEPARTMENT COPY Y W—OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re• est e iv Queensbury Building&Code Enforcement Arrive: p`r Depart: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initialer, NAME. PER rf# LOCATION: DATEr: r- comM 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" V 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 '/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" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parkin Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,.Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance re uired 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' /Drive le Surface 20'wide Okay To Issue Temp. o Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc ;TF own of Queensbury re Marshal's Office Road ueensbu , NY 12804Phone Fax(518)745-4437al's Inspection Report Request SCHEDULE Received: Permit# Q LI 5SD INSPECTION ON: "" Lk Zl--2 Name: � � � AM PM V ANYTIME Location: CDs APPROVED N!A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL �qwv�- yEXIT SIGN-BATTERY �" ✓ l'�/�`o4 � EMERGENCY LIGHTING 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 JFOR CO NOT OK INSPECTED BY COMDEN/CHRISJMIORD/L.ETTERS2001/FIREMARSHALINSPEC NREPART11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re st c ive . Queensbury Building&Code Enforcement Arrive: a pm Depart: ]a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia : 15, NAME: S PERMIT LOCATION: '' AA j p DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/hoof Complete \ �' co Exterior Finish Grade Complete 6"in 10' or Equivalent r � � Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—3 8 in./Step Misers 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)/Cano or E uiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade. Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees 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 �tC Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doorsi > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closersi \� 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 �e\ Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.BeyondLC � Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required 3 Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access_AILSides b 20' /Driveable Surface 20'wide Okay To Issff Tem . ermane C/O Okay To Issue C Last printed 6/3/2003 9:27 AML:\PamW\Building&,Codes\Commercial Final Inspection Report.doc low 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 rwvs Request SCHEDULE Received: Permit# l" INSPECTION ON:_,3 — Name:�) ��.f'' J AM PM ANYTIME Location: APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE STD L w `�n EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL \,J\� EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER x/ INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS v ISLAND HOOD INSTALLATION1=- INTERIOR FINISHES STORAGE Y IG-ro` \i - 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 i i i OK THIS DATE OK RC NOT OK � -t INSPECTED BY COM DEV/CHRISJMIORD/LETTERS2001/FIRE MARS HALINSPECTIONRE PORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report / 0 Office No.: (518)761-8256 Date Inspection r uKveQueensbury Building&Code Enforcement Arrive: m/ part: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: ) - PERMIT LOCATION: DATE: COMMENTS: Y N NA Chimne /"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete ' Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Dandles/Panic Hardware,if re uired Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. —n,L�v� 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 Stoclaroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s . ft. .� 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /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 ! F Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides b 20' /Driveable Surface 20' wide 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 i 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 o rr ff SCHEDULE Received: Permit# `7 ,c INSPECTION ON: Name: \�� �-'-C;� y AM PM ANYTIME Location: T APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTIONW FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ,/ NS�, -L-� — 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 X OK THIS DAT KFORCO �O� OK INSPECTED BY COMDEVICHRISJIWORDILETTERS20011F IRE MARSHALI NSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report /1 �U Office No.: (518)761-8256 Date Ins ection kj_ eived: Queensbury Building&Code Enforcement Arrive: U: Depart: 742 Bay Road, Queensbury,NY 12804 Inspector's F.niti NAME: 1 S PERMICI: J 0 S S v LOCATION: , DATE: I Lf— C�_S 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 sq. 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 VN 1—k— iq�`NZAV Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System V/ ZJ ST 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 k� �� � Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. r\i\iz 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 Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification, if re . 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 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 Rough Plumbing / Insulation Inspection Report? 1 g � P i/ Office No. (518) 761-8256 Date Inspection reque IF iv Queensbury Building& Code Enforcement Arrive: p part: r r ' 742 Bay Road, Queensbury,NY 12804 Inspector's Ini ial NAME: L( ` � PERMIT #: LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min.. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Coo er, CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If re uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: CD OL L:\SueHemingway\Building.Codes.Inspeciion.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 v 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:PA01 -Projects\2003\0305\Regulatory\energy compliance.cck Section 1: Project Information Project Name: USA Gas ������/S� Designer/Contractor: Richard Jones Document Author: REJ JUL 1 5 2004 Section 2: General Information TOWN OF QUEENSBURY Building Location(for weather data): Warren,New York BUILDING AND CODE Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Building Tune Floor Area Grocery Store 1980 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] '2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R values&U-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. 1 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 1980 19.0 0.0 0.054 0:051 Exterior Wall 1: CMU>8"with Empty Cells Furring:Wood 1446 8.0 0.0 0.115 0.074 Window 1:Metal Frame,Double Pane,Clear,SHGC 0.33 432 --- --- 0.330 0.520 Door 1:Glass, Clear,SHGC 0.57 42 --- -- 0.330 0.520 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 9%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 stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. �Gi CL t' • �/Or�F7111, D Principal Envelope Designer-Name Signature D e LV '� aA 599b S 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:P:\O1-Projects\2003\0305\Regulatory\energy compliance.cck Section 1: Project Information Project Name: USA Gas Designer/Contractor: Richard Jones Document Author: REJ Section 2: General Information Building Use Description by: Whole Building Type Project Type: New Construction Building Type Floor Area Grocery Store 1980 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/l) 3762 2336 YES Exterior Lighting 2. Type(s)of exterior lighting sources: _ —Metal 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 three4amp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch [ ] 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 the Requirements Checklist. When a Registered,Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Principal Lighting Designer-Name Signature Dat s 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 Building Tie (ft2)(watts/fl2) (B x C) Grocery Store 1980 1.9 3762 Total Allowed Watts= 3762 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. x E A 2 x 4 layin/48"T8 32W/Electronic 4 10 124 1240 B surface strip/48"T8 32W/Electronic 1 3 32 96 BO porcelain/Incandescent 100W 1 10 100 1000 Total Actual Watts= 2336 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= 3762 Total Actual Watts= 2336 Project Compliance= 1426 Lighting PASSES: Design 38%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:P:\01 -Projects\2003\0305\Regulatory\energy compliance.cck Section 1: Project Information Project Name: USA Gas Designer/Contractor: Richard Jones Document Author: REJ 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 uanti System Type&Description 1 HVAC System 1: Heating:Duct Furnace,Gas,Heating Capacity 100,000 btu/Cooling:Field-Assembled DX System,Capacity>=90-<135 kBtu/h,Air-Cooled Condenser/Single Zone 1 Water Heating 1: Service Water Heater ` Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency: Duct Furnace(Gas): 80%Ec [ ] 2. Specified equipment consists of field-assembled components-efficiency documentation provided [ ] 3. Integrated air economizer required -Exception:Air/evap condenser serving space with open-case refrigeration [ ] 4. Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings -Exception:Gravity dampers acceptable in buildings<3 stories -Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan Requirements Specific To:Water Heating 1 [ ] 1. Heat traps in inlet/outlet fittings [ ] 2. 1/2-in.insulation on 8 ft of inlet/outlet piping if no integral heat traps 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 operationn as a fimction of load [1 ] 3. Minimum one temperature control device per system [ ] .4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls has 5 deg.F deadband -Exception:Thermostats requiring manual changeover between heating and cooling [ ] 6. 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 [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 chn [ ] 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 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 deg.F. [ ] 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Hot water pipe insulation: 1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. -Exception:Piping within HVAC equipment -Exception:Fluid temperatures between 55 and 105 deg.F -Exception:Fluid not heated or cooled -Exception:Runouts<4 ft in length [ ] 13. Operation and maintenance manual provided to building owner [ ] 14. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ 15. Newly purchased service water heating equipment meets the efficiency requirements [ ] 16. Water heater temperature controls: 110 deg.F for dwelling units or 90 deg.F for other occupancies [ ] 17. Stair and elevator shaft vents are equipped with motorized dampers [ ] 18. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted [ ] 19. Kitchen hoods>5,000 cfm provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] 20. 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 provided to the code enforcement official,if requested.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional*udgment,such plans or specifications are in compliance with this Code. -4 P Yv:,y ign. Name Signature Date e N w Z4,1T ' � Mechanical Requirements Description New York State Energy Conservation Construction Coder COMcheck-EZ Software Version 2.5 Release 1 Data filename:PAO1 -Projects\2003\0305\Regulatory\energy compliance.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: Duct Furnace(Gas): 80%Ec 2. The specified cooling system consists of field-assembled components.Documentation must be submitted showing the system meets New York State Energy Conservation Code'equipment efficiency requirements for a comparable package equipment type and capacity range. 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- -Exception: An economizer is not required for systems having air or evaporatively cooled condensers that serve spaces with open-case refrigeration. 4. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-down,and setback,except when ventilation reduces energy costs(e.g.,night purge)or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/ft2.at 1.0 in w.g.when tested in accordance with AMCA Standard 500. -Exception: Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height. -Exception: Systems with a design outside air intake or exhaust capacity of 300 cfm(140 L/s)or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized, respectively. Requirements Specific To:Water Heating 1 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a)the first 8 ft of outlet piping from any constant-temperature,noncirculating storage systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe insulation must beat least 1/2 in.and have a conductivity no>0.28 Btu-in/(h-ft2-°F). 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 humidityy control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree 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 criteriam) 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. 7. Outdoor-air supply systems with design airflow rates>3,000 cf n 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 degree 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. 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. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in.for pipes<=1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: 1 in.insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 13. 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 commented) complete narrative of how each system is intended to operate. 14. 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. 15. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 OF for dwelling units and 90°F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110'F. 17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed J 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. 18. Individual fan systems with a design supply air capacity of 5000 cfm 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.'F. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 19. Individual kitchen exhaust hoods larger than 5000 cfm 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. 20. Buildings with fume hood systems having a total exhaust rate>15,000 cfm must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply. Richard E. Jones Associates Architects- Environmental Planners 339 Aviation Road Queensbury, NY 12804 Phone (518) 793-1015 Fax(518) 793-2223 August 30, 2004 Town of Queensbury Code Enforcement Attn: Mr. David Hatin Bay Road Queensbury, NY 12804 Re: Addenda to Plans as submitted for Building Permit for USA Gas 651 Upper Glen Street, Queensbury Dear Mr. Hatin: Per your request we provide the following: Item No. 1: Refer to the attached Sketch, SK-1 for the revised dimensions of the fixture clearances for handicapped requirements. Sincerely, Richard E. Jon s AIA Cc: Valley Equipment, Owner P:\01 -Projects\2003\0305\Regulatory\Lt040830.doc rs 3 1/ 9'-L /2' • o m N 0 o d D d m CLEAR i . TOILET PLAN. -- .. .....-----�5� . U_P��_��._-���---- -"/_��_•----- - ------- --- -_ - __.___._..._ ._ .. ...... - -- ---Rchgrd'E Jones_Associates_----.. ... ..__.... _............: _ Architects---Environmental-Planners------- Avi 1 339 atlon Road �:Queensbury,'New'York 12804- Richard E. Jones Associates Architects-Environmental Planners 339 Aviation Road Queensbury, NY 12804 Phone(518)793-1015 Fax(518)793-2223 August 26, 2004 Town of Queensbury Code Enforcement Attn: Mr. David Hatin Bay Road Queensbury, NY 12804 Re: Addenda to Plans as submitted for Building Permit for USA Gas 651 Upper Glen Street, Queensbury Dear Mr. Hatin: Per your request we provide the following: Item No. 1: The new concrete walk at the front of the building is 5 feet wide. Please refer to Drawing SP-1, Site Plan (Layout and Planting) for the dimension of the,sidewalk. Item No. 2: Refer to the attached Sketch, SK-1 for the dimensions of the handicapped toilet. Sincerely, ,,,.. Richard E. Jones, A Cc: Valley Equipment, Owner P:\01 -Projects\2003\0305\Regulatory\Lt040826.doc /Q TOILET O 1 E r g Cr A 0 _0� C IOq . m TOILET PLAN- .............. Richard E. Jones Associates Architects- Environmental Planners -� ���R �•'�- '- 339 Aviation Road G I _ — _-�V -j_4 Queensbury, New York 12804 Jul - 29 . 2004 4:28PM VALLEY EQUIPMENT 5183741599 No . 5672 'P . 1/5 f 1(i ilbLw Avenue Scho cc:Wy, New York Tel: (518)374-67-15 Fax: (51 S)3 7 4-t 5 9 9 E-mail:. �liL�1(: +' G`9 Hai PhehiIm,umm(r�)valleyc�quiptnciltca.com3 ��:`S'� ' •,i�`�,fi �. _ ,li�� ,� Fax: Fmm: Panel Heilmaann _ date_ 17 ,r Sys /� / dlF w/ �A/ / l'� es: IZet d�s.�S/Y �3d,r/,.J_•�^r;YxJ`r�,� � _� - -'•., --- ❑Urgent 0 For ReHcw ❑Please Comincid. UJ Pleacp Reply ❑Please Recycic "S. ..'�i " NCO✓/ C*�'r /r" 1d7 R^II`1 ,2X,?- _,S._'�t3".� `viL—.S�_� .C.•P:?(Cl...."% IPd/ �]�..�'� �r ��G"f— t:-A Ver�i T d';X��� ', ';ice.v'�ax/ "' - -.g t`'-1 _ r;, 'e...;�^�''s�_—_ ��W!ll�j'•. 7r"fir1 iS'�?'TrGYs/ f`i�f l''E� ��-"� 1:"v�it: a x %r k rCi�r' g- Cry i • ,..�''`� Bestl2ebzarc�ST.� / 111aul C.Heilmann g'nsfacn a,i-,vxK 3MN1E-+I T AL CONSERVATIM, Printed: 6/2512004 L 4 Petroleum Bulk Star&p Program Facility Tnformatla,Report Sits: USA GAS Ow•Aer: 't A11C OZOAV 3•iail: QI,11ENSBURT GAS INC. GLEN P.WIM a GLUN1,4` 0D ST 991 RT 67 GLEN-55 FAIL;�S; NY S2961 i , 6s; UPPER GLEN ST Br�I.LST t3N SPA. � 12020 GLERNSFALL•S,NY 1280I Towr,: Liens Falls(c) CauatF Warren (518)957-1591 a Operoctlr: YAI,C3tN OZRr Owner Type : i'orperaee or Commercial �,TT)Y: (519) 884-4960 (518)85'1-159) Emergency VA CLN OMAY Fed Tax H)� 91-0637383 Contact: (-Is)857-1595 Aath Rep; o Site Statas: ccire Reg Expires: 12f4!03 Este Ty e.' : Retail Gasoline Sales East Inspected: Taxi&c(jve Tai)ks, 's Cert Printed: �PirES CPS :�;.►iteCapacSt� : i8rfcr`3v`J 3i��%t}3 (2) (3) (�} (5) (9) fG} t 7 !8) (9) - (1�) (llj fit} (73) f1A) M) (F6) 07) (13) (19) (26) (211 (2?) '3anlr Tank St2M- Date Dace Canacity Product 'Tank Tank Ta • IM5 Tank T aWs Tsai T&K Pit:e pie fte pt ?Apt Date NOX Let Tnstau Cused i ads lave i' Ei' 3C LD �F SP 1iisP I oc 4ae E3' C ,D Tesz ?est -3 $:.�.5w ro 6,OW Mg i1 -03 '*A ;OB �7 � :g, ir3 t mil. 02 M. N zz _ ;i12it35 lfLC9 502 a" In Service VP76 6,060 8 fr? .13 Q1 :0$ (tii 83 .99 03 01 91 62 02 48 &Z, 112113 1WGS 0,.3 � l e ���6 c�P(i ft0f'r9 41 03 42 W pp 45 ;99 43 Ol 4I tit Q2 tl8 zz:' 1 VO3 112�W • ��mmerit5: �ii02 03:3 i�.Ls.la es, d 31 to leak detuc2css peased. rn - r— - c� - _z w LIJ J - N O O G� Page 3 of 7 Jul 29 . 2004" 4 28PM" •VALLEY EQUIPMENT 5183741599''"" No , 5672 P ' 3/5 TANKNOLOGY CERTWICATE OF:TESTING 60uo SHOAL CREEK,BUILDING 200 AUSTIN,TEXAS 78757 TFIJEPHONE(512)451-6334 FAX(512)459-1450 PURPOSE: REQuEST I'EST RESULT SUMMARY REPORT TEST DATI-.*: 01/02103 WORK ORDER NUMSER: 7150138 CUSTOMER PO' GUIENT: VALLEY EQUIPMENT SITE:WARREN TIRE('SUNOCO) 16 Wit-Srf R AVE GLEM ROAD&GL4NWO0D SYRFFTS SCHENECTADY.NY 12304 PUS#.5-076244 GLENS FALL—S.,NY 1280I MIKE RUS$IrLL VALLEY EQUIPMEMT -(800)950-4144 (518)793-2416 "rank Tiahtness Test . Results TEST fYPE: VacuTect AMR I 1 REG UNLEAD 6,000 72.00 STEEL LINE 22.00 200.00 PASS PASS 2 DIESEL 6,000. 72.00 9TEPn LINE 23.00 200.00 P A$',I PASS 3 'ULTRA 6,000 72.00 STEEL LINE. 21.00 200.00 PASS PASS *vniere tv'gilintions require,for VacuTect nxtamal water'Ivvol imy be depth of dry wc-11 or w9wr is assumed at lowest point that cim be confirmed dry. Product Pipe Tinhtn6ss Test Results .51 I STEEL W/CP PRESStM19 P P 0.003 0.006 TLr)-I y 2 3 STEEL W/CP PRESSURE P 1? 0.003 0.006 TLD-J, y Existing Line Leak Detector Test 9 Nam I RED JACKED' FX2V 20601-3734 P RED LYACXMT 1±X2V 10200-6355 P 2 3* REY) JACrDT X.T.-D. P RED JACKET X.L.D. P Now Re_ IacEmQnt Line Leak Detector,Test �Y For omwr detailed report infurination,visit ww%v.tanknn1ogy,c,)m-,md%c1cct On-Line Roparts-WRAP,or coximet your local Tim1mology officu. Tostor Name,MIKE GOLF) Technician Certification Numbor 0424 Jul ,29 . 2004 4:30PM':"":VALLEY EQU I PMENT 5183741 No• 5672"""P • 4/5"": 89UOMOAL CREEK,BUILDING-200 AUSTIN,Tr-.XAS 78757 (512)451-6334 FAX(61.2)459-1459 TEST DATEA31/02/03 WORK ORDER NUMBER-ij-sal.38 CLIENTNALLEY EQUIPMENT SITEMARIZEN TIRE SUNC)CO) COMMENTS UXABLE TO TEST DIESEL LIKE AND LD- 5ROfrX%.N SkM-AR VALVE IN DIESEL DT,9PRXS]93Z-CLOSEST TO THE BUILDING, LINE WOULD NOT AOLD ANY' PRESSURE. ALSO REGUIAR TANK HAS NO LID ON THE SPILL BV=T. CUSTOXIER WAS NOTIFIED 1/2/03 PARTS REPLACED 2 ill COAXIAL FILL ADAPTER [ALUMINUM) OW-633TC-6090 HELIUM PINPOINT TEST RESULTS (IF APPLICABLE) W`M' r, ot mu v mism PrIntod 0,110912003 12:26 KOHLMEYER 'Ju1 . 29. 2004' 4 30PM"`":"VALLEY EQUIPMEPIT 5183741599" ::` ..., ..:.:..:.. .. ...No 5672 P 5/5:,. ....,.-... -SITE DIAGRAM 8000 SHOAL CREEK,BUILDING 200 AUSTIN,TEXAS 78757 (512)451-6334 FAX(512)459-1459 'PEST DATE:01/02/03 WORK ORDr-.R NUMBF-R7150138 CLIENT:VALI,L7C .02111 NOMiT SITE:WARR1 W TIRE ( SUNOCO) fefw cffFW,n���w9s4MR VENT G C (= VENTS ---------- - BAY FACILITY FSTP STP STP ---- CFq PREM IJSU REG Printed 01/09/2003 12:26 KOHLMF_YP-R Nov ' 23 ' 2004 10 :40AM VALLEY EQUIPMENT 5183741599 No' 6472 P . 1/2 16 WilberrAvontic RECEIVEDSclienect idy,Now York To]: (518)374-6755 _... !1� .3 au"C Fax: (Slli)374`1599 E-mail_ SUNC (0"W"M(0'-QU PENSBUI R1Y pheliilst1 171Td(i;vaDevequipmentco.c:ora� --_NNf�IGtCX�RI � ir ~ ':• ,.��.�t..f��t=.• i`�" dry 4� 'v°°'93'�'8�'��'x v From: Paul Hdama nu Re- 0 Urgent ❑For Review 0 New conunent ©Plu=1teply [3 Plcaaso Recycle • s��i�".Ji^'�f�."a°�'�^-'e_t� �.�a�..., �''`�: ,�nF���.s�'ye's:,�'�'�!Y'�R',r,'�`.�..�d'' "::^";.i'•r•&_+��'��,.,...,— — tr?'e::'�.�i.'.: 3� ,� �*fla"'�'[''a'� •.�6•�C':.a�"r':«f_'�',y',� /..t:;6 >'t',��- .• r"Y.;6'�a.C.r --..,,.•.----- �S_..� �°r�« - {� �$�L"'e., l.::e�'r_�/c'��i's'd;��i'a�wY��'�.�....:.e7..:r'tv=a.��.�';a:y��.�":�r.��x.�,....��-r�P�:;.�..�.•�°. s''k'����''"' �,._.... _. ,,,III ✓;o�.l�P;:`�R�'•G,• '�'•+4: Paul C.Weilmann Nov ,23 , 2004 10 :41AM VALLEY EQUIPMENT 5183741599 No 6472 P . 2/2 XERXES'g Notice of Tank Repair W. Listed Tank Customer Valley E uipment mate 11/23/2004 _ _ 76 Wilber Ave. Contact Paul Schneetady, NY � . _ Location_.. , ..r.�_. USA Crag -- *Date of Repair 11115 to 11/21/04 651 Upper Glen St. S.A. /W.O. No. SA10261 Queen, NY 12801 Tank SiZe(s) Tank UL;9 Work Perf-ormed 8' 10,000 DWII Wet 686189 -- T22 r fikfiMs and-lug.rebrine 8' 10,000 DWII Wet _ 686185 rep �itfin sand lug ra� b� tine -81 10,000 DWII Wet 686478 rl:'Rairflf igz and Iqg,vmabdile G Trink Repair Contractor. Are Tanks., Ll Installed Above Ground Phono. FRx. 'On the above date,Xerxes Gorporatian dispatched an authorized repair crew to inspect and/or repair the Underground Storage`farts listed above. The repair work was done in accordance with Xerxes'field mpair prcyoediires using materials.called out under U.L. (Undemritem Laboratories)manufacturinq spedfiications. These tanks passed a s p.s.i.g air test after,the wdrl:was perfor rned and vvill continue to be ebveted under Xerxes'war rarely. NOTE:Xerxes warranty on these tanks will not start anew; however, it will c ontinue for the duration as stated in the original warranty based upon the date of the original polo• base. In addition,there will be a one year warranty on materials and workmanship for the repairs done an these tFank,S. This warn,rty will be in effect as Ionq Zs the tanks am(or were)installed in accordance with Xazres written specifications and pub1' heel a all f.coons.You should always consult state and local codes when lris441iroq Aundolnd anlw, Date - 11' -11 1/4' 8'-5 3/8' 84 5/8' 1 67 7/8' �93' 17 5/8' E F D S A 1 2 3 4 5 6 7 8 9 10 q131618 1/2' f--�i16 3/4' (TYP) 62 3/4' 83 3/4' 85 1/2' 31'-6 1/2' OA 4' NPT SERVICE FITTING WITH 12'x12'x12 ga. GAUGE PLATE OD 4' NPT M❑NIT❑R FITTING XERXES O ❑PTI❑NAL 25' DIA, HYDR❑STATIC M❑NIT❑RING RESERVOIR WITH 4' NPT FITTING C❑RP❑RATI❑N O 22' D I A. MANWAY WITH 3-4' NPT' S IN COVER & 4-12'x 12'x 12 ga. GAUGE PLATES TITLE 8, D I A. DOUBLE-WALL O LIFTING LUG CAP, 10, 000 GALLONS HOLD DOWN STRAP LOCATION I DATE 5/02 DR. No. S 1 1 -0 0 6 TRUCHEK® Monitoring System . Double-Wall Protection at Its Best-- :Xerxes DWT_II double-wall tanks with the TRUCHEK®system option are factory-filled with a monitoring fluid in the Diagram A interstice between the two tank walls.The monitoring fluid also partially fills a reservoir affixed to the top of the tank.This creates a hydrostatic pressure that enables owners/users to Reservoir monitor both the primary-tank and the secondary-tank walls. Level Down The TRUCHEK®system provides a simple and precise method to perform a tank-tightness test. It was developed in conjunction with Robert Plunkett,Sc.D., consulting engineer (professor emeritus), University of Minnesota.TRUCHEK®has received third-party verification from Underwriters Laboratories. TRUCHECK®testing meets the EPA criteria for tank-tightness testing,which states that a test must be able to detect a leak rate of 0.1 gallon per hour from any portion of the tank that routinely contains product.The test has a 95%probability of detection (PD)and a 5%probability of false alarm(PFA). In other words,out of 100 chances,the test detects leaks 95% of the time. The test must also account for the effects of thermal expansion or contraction of the product,vapor pockets,tank deformation, evaporation, condensation and the location of Diagram B the water table. TRUCHECK®is capable of detecting a loss rate as small as the NFPA 329 criteria of 0.05 gallons per hour. Reservoir In addition,on extended tests,TRUCHEK®testing offers 99% Level Down PD and 1%PFA. The TRUCHEK® Test Offers Significant Benefits to the Owner/Operator: 1.A wide range of tank sizes can be tested,including Xerxes DWF II tanks up to 30,000 gallons. 2. Product can be dispensed during the 950/a-5%test. 3. No waiting time is required to start the test as long as a fill of new product does not vary more than 20OF from the existing product temperature. How Continuous Monitoring Works Diagram C If both the inner and outer walls are tight, the reservoir level will be stable. � f -Reservoir If there is a leak in the inner wall ww Lev Water Level (Diagram A),the brine level in the Vr M^`Above Tank reservoir will go down.The brine level will also go down if there is vV Leak in a leak in the outer wall(Diagram B). w Outer Wall With a high water table and"wet-hole" conditions(Diagram C),a leak in the outer wall will cause the brine level to go up if the height of the water table above the leak is 30%greater than the brine level above the leak. See Xerxes TRUCHEK® brochure for more details. 16 y Guide'Specifications — Hydrostatic Monitoring Part I:General The probe shall detect and report a change in liquid level either above(high-alarm point)or below(low-alarm 1.0 The tank manufacturer shall supply a continuously mon- point)the neutral level established during the initial itored hydrostatic head pressure leak detection system. filling and subsequent maintenance of the system. The system shall be designed by the manufacturer to The probe shall not operate by inducing an electrical detect a leak in either the primary tank or the secondary current into the liquid medium that is being monitored. tank in either a wet or dry excavation. The sensing range represents a built-in allowance for The system shall include:a monitoring fluid in the pressure and thermal variation. Until the liquid level interstice of the double-wall tank,a reservoir mounted exceeds the allowable variation,the probe shall not on top of the tank to provide a medium for monitoring, send a signal to the monitor unit. and an electronic monitoring system to sound an audible and visual alarm when the liquid level of the The probe shall be capable of being mounted in the reservoir rises or falls to predetermined alarm points. reservoir in a manner that allows adjustment of location. The probe must be able to be mounted so that normal Part II:Standards fluctuation of the liquid level does not interfere with the 2.0 The double-wall tank with a brine-filled interstice shall be normal operation of the probe. listed by Underwriters Laboratories(UL).The electronic The probe shall be capable of operating at a distance of monitoring system used to monitor the liquid reservoir 500'from the control panel. and the attached collar riser shall also be listed by UL for 4.2 Attached Collar Riser Probe intrinsic safety in a hazardous location. (if applicable and shown on the drawing) Al equipment shall be installed in accordance with the The probe shall be constructed of a material that is manufacturer's instructions and all applicable federal, suitable for prolonged,complete immersion in any of state and local laws and regulations. the fluids listed in Underwriters Laboratories(UL) Part III: Requirements for Standard for Safety 1316,Table 14.1,all columns. Liquid-Filled Double-Wall Tank The probe shall detect the presence of liquid in the riser 3.0 The interstice of the double-wall tank shall be factory- when the liquid level has risen to a maximum of one filled with a monitoring fluid.The reservoir shall be inch above the bottom of the probe,as located in its constructed of fiberglass and mounted directly to the permanent mounting position.The permanent mount- top of the tank.The reservoir shall be fitted with one ing position is determined by the installer at the time of 4"NPT fitting for installation of the electronic-reservoir installation. probe.The reservoir must remain vented at all times. The probe shall be capable of being mounted in the Part IV:Requirements for riser in a manner that allows adjustment of location. q The probe shall be able to be mounted so that an Electronic Monitoring System increase in the liquid level does not interfere with the 4.0 The Controller normal operation of the probe. The panel shall receive the signal from the reservoir The probe-mounting assembly supplied and installed by and/or attached collar riser and provide for the contractors shall provide protection for the probe from following indications: the operational activities that may take place within the 1. System normal riser. 2. System fault(The"fault'indication must not be the The probe shall be capable of operating at a distance of same as the"alarm"indication.) 500'from the control panel. 3. System leak alarm 4.3 Operating Parameters: Also,a system test switch indicating the system is Temperature:0°F to 1500 F functional shall be provided. Voltage: 110 or 220 VAC, 50/60 Hz All alarms shall be both audible and visible. Part V: Performance The unit shall be able to be reset. 5.0 The continuous hydrostatic monitoring system, The control panel shall provide indication of which tank including the electronics and the probes,shall be is in the alarm condition, if more than one tank is being capable of detecting and alarming when the liquid level monitored. in the tank reservoir rises or drops beyond the allowable The control panel shall be capable of monitoring up to variation. eight probe points. Part VI:Materials The system shall provide intrinsic safety at the probe 6.0 The materials used in the monitoring system shall be locations. corrosion-resistant to the liquid used to fill the interstice. 4.1 Reservoir Probe Part VII: Installation The probe shall be constructed of a material which is 7.0 The monitoring system shall be installed in accordance suitable for prolonged, complete immersion in the with the manufacturers Installation Manual and monitoring liquid. Operating Guidelines, and all applicable federal,state The monitoring liquid may be:salt brine(30%CaCI in and local laws and regulations. water. 17 Guide'Specifications - Double-Wall FRP Tanks for Fuel Storage SHORT FORM: identified in the manufacturer's current standard The contractor shall provide Double-Wall Fiberglass Reinforced warranty. Plastic(FRP) Underwriters Laboratories-labeled underground C. Materials: storage tank as shown on the drawings.Sizes and fittings shall 1. Tank shall be manufactured with 100%resin and be as shown.The tanks shall be fiberglass tanks as glass-fiber reinforcement. No sand fillers. manufactured by Xerxes Corporation. D.Tank Dimensions(Refer to Xerxes literature on Tank shall be tested and installed according to the Xerxes gallonage.): Installation Manual and Operating Guidelines for Single-Wall 1. Tank shall have nominal capacity of gallons. and,Double-Wall Fiberglass Underground Storage Tanks in 2, Tank shall have nominal outside diameter of effect at time of each installation. feet. 3.Tank shall have approximate overall length of LONG FORM: feet and_inches. Part,I:General E. Interstitial Space 1.01 Quality Assurance 1.Tank shall have a space between the primary and secondary shell walls to allow for the free flow and A. Acceptable Manufacturer:Xerxes Corporation containment of all leaked product from the primary B. Governing Standards,as applicable: tank.The space also allows the insertion of a 1. Underwriters Laboratories(UL)Standard monitoring device through a monitoring fitting. for Safety 1316, File MH 9061 for storage of 2.02 Appurtenances and Accessories flammable liquids.A UL label shall be attached A. Optional Anchor Straps to each tank. 1. Straps shall be FRP anchor straps as supplied by 2. National Fire Protection Association (NFPA) tank manufacturer. Standards: 2. Number and location of straps shall be specified in NFPA 30: Flammable and Combustible Liquids current literature by tank manufacturer. Code B. Manways NFPA 30A:Automotive and Marine Service Station All ll manways are to be flanged and 22"I.D., Code complete with UL-listed gaskets,bolts and covers. NFPA 31: Installation of Oil-Burning Equipment. (30"and 36"I.D. manways are also available.) 3. City of New York Department of Buildings M.E.A., 2. Location is shown on standard tank drawings. Division#161-89-M. 3. Optional manway extensions shall be FRP and 4. Los Angeles Fire Department 24"long. Part II:Products 4. Each steel manway cover shall have a minimum 2.01 Double-Wall Fiberglass Reinforced Plastic (FRP) of three 4"NPT fittings. (See Dimensional Data on Underground Storage Tanks: pp. 7-9 for actual size and quantity of fittings.) A. Loading Conditions-Tank shall meet the following C. Optional Fill Tubes design criteria: l. Fill tubes shall be FRP or contractor-supplied and 1. Internal Load-Tank shall withstand a 5-psi contractor-installed aluminum. Locations are air-pressure test with 5:1 safety factor. Contractor shown on drawings. shall individually test tanks for leakage prior to 2. FRP tubes shall be 4"in diameter,with a 6"x 4" installation. Maximum test pressure is 5 psi. double-tapped reducer bushing, and include a 6" 2. Vacuum Test-To verify structural integrity,every NPT fitting on the tank. FRP tubes can be installed tank shall be vacuum tested by the manufacturer in the manway cover or tank shell wall.Aluminum at the factory to 1 1.5"of mercury. tubes(contractor-supplied)shall be 4"in diameter 3. Surface Loads-Tank shall withstand surface H-20 and fit directly into a 4"NPT fitting.Tubes shall axle loads when properly installed according to terminate a minimum of 4"from the bottom of tank. manufacturer's current Installation Manual and D. Gauge Plates Operating Guidelines. 1. Gauge plates shall be installed under each service 4. External Hydrostatic Pressure-Tank shall be fitting and manway opening. capable of being buried in ground with 7'of E. Heating Coils overburden over the top of the tanks,the hole 1. Optional heating coils shall be installed in a fully flooded and a safety factor of 5:1 against separate 22"manway and shall be the standard general buckling. item supplied by tank manufacturer. 5.Tank shall support accessory equipment-such as 2. Location is shown in Dimensional Data on pp. 7-9. heating coils,drop tubes,submersible pumps and ladders-when installed according to tank F. Optional Ladders manufacturers current Installation Manual and 1. Ladders shall be the standard ladder as supplied Operating Guidelines. by tank manufacturer(aluminum,carbon steel or B. Product Storage: fiberglass). 1. Tank shall be capable of storing petroleum G.NPT Threaded Fittings products with specific gravity up to 1.1. 1. All threaded fittings shall be a material of 2. Tank shall be vented to atmospheric pressure. construction consistent with the requirements 3.Tank shall be capable of storing products of the Underwriter Laboratories(UL) label. 2. All standard threaded fittings shall be half-couplings and shall be 4"or 6"in diameter. 18 'TM Arco Chemical Co. Guide Specifications — Double-Wall FRP Tanks for Fuel Storage Reducers are to be used for smaller sizes where Part III:Testing and Installation shown and provided by contractor. 3.01 Testing 3. Sizes Standard Other Sizes A. Tank shall be tested according to the Xerxes Fill 4" Installation Manual and Operating Guidelines for Gauge 4" Single-Wall and Double-Wall Fiberglass Inlet 4" Underground Storage Tanks in effect at time of Sizes Standard Other Sizes each installation. Outlet 4" 3.02Installation Vent 4" A. Contractor shall be trained by the tank manufacturer,the state or other approved agency. Extra 4" B. Tank shall be installed according to the Xerxes 4. Strength—NPT fittings shall withstand a minimum of Installation Manual and Operating Guidelines for 1 SO foot-pounds of torque and 1,000 foot-pounds Single-Wall and Double-Wall Fiberglass of bending,both with a 2:1 safety factor. Underground Storage Tanks in effect at time of H. Monitor Fittings each installation. 1. Each monitor fitting shall consist of a 4"NFT fitting Part IV:Warranty on the secondary tank. 4.01 Warranty shall be manufacturer's current standard warranty. (See below). LIMITED WARRANTY Petroleum or Alcohol Fuels Storage for Double Wall Underground Petroleum Storage Tanks with Resin Specified for Expanded Fuels Xerxes Corporation("Xerxes")warrants to("Owner")that our underground storage tanks,if used in accordance with Xerxes'published specifications and operating guidelines,and if installed in the United States according to Xerxes'published installation instructions and all applicable laws and regulations: 1) Will not fail for a period of thirty(30)years from date of original delivery by Xerxes due to natural external corrosion. 2) Will not fail for a period of thirty(30)years from date of original delivery by Xerxes due to internal corrosion,provided the tank is used solely,with or without tank water bottoms,to store the following products at temperatures not to exceed 150'F: a. Gasoline,jet fuel,aviation gasolines,motor oils,motor vehicle waste oils,kerosene,diesel fuels,or fuel oils; b. Alcohol,alcohol-gasoline blend,and oxygenated motor fuels stored at ambient temperature: 1. Ethanol and Ethanol Blends •100%Ethyl Alcohol •Gasohol(90%gasoline and 10%ethyl alcohol); 2. Methanol and Methanol Blends •100%Methyl Alcohol •M85(85%Methanol and 15%gasoline) •Oxinol-501 waiver(90.5%gasoline and 9.5%Oxinol-501 comprised of a 4.75%methanol and 4.75%GTBA mixture). •Dupont EPA waiver(gasoline with 5%methanol and a minimum of 2.5%cosolvent-the blend may contain a maximum concentration of up to 3.7%, by weight,oxygen in the final fuel). 3. Other Oxygenated Fuels •Gasoline with up to 20%,by volume,of methyl tertiary butyl ether(MTBE),ethyl tertiary butyl ether(ETBE),di-isopropyl ether(DIPE),tertiary amyl methyl ether(TAME),or tertiary amyl ethyl ether(TREE). 3) Will not fail for a period of thirty(30)years from date of original delivery by Xerxes due to structural failure,(defined as spontaneous breaking or collapse caused by material defects in materials or workmanship). 4) Will meet Xerxes'published specifications and will be free from material defects in materials and workmanship for a period of one(1)year following the date of original delivery by Xerxes. If any tank is to be removed from an installation,moved to Owner's new location and is intended for active service at the new location,the tank must be recertified by Xerxes in order to maintain the warranty as originally extended. The foregoing warranty does not extend to tanks damaged due to acts of God or tank failures caused,in whole or in part,by misuse,improper installation,storage,servicing,maintenance,or operation in excess of their rated capacity or contrary to their recommended use,whether inten- tional or otherwise,or any other cause or damage of any kind not the fault of Xerxes. Xerxes only warrants repairs or alterations performed by Xerxes or its authorized contrac- tors. Xerxes does not warrant any product,components or parts manufactured by others. Owner's sole and exclusive remedy for breach of warranty is limited at Xerxes'option to:(a)repair of the defective tank,(b)delivery of a replacement tank to the point of original delivery,or(c)refund of the original purchase price. A claimant must give Xerxes the opportunity to observe and inspect the tank prior to removal from the ground or the claim will be barred. All claims must be made in writing within one(1)year after tank failure or be forever barred. THE FOREGOING WARRANTY CONSTITUTES XERXES'EXCLUSIVE OBLIGATION AND XERXES MAKES NO OTHER WARRANTY OR REPRESENTATION,EXPRESS OR IMPLIED,WITH RESPECT TO THE TANK OR ANY SERVICE,ADVICE,OR CONSULTATION,IF ANY,FURNISHED TO OWNER BY XERXES OR ITS REPRESENTATIVES,WHETHER AS TO MER- CHANTABILITY,FITNESS FOR A PARTICULAR PURPOSE,OR OTHERWISE. THE REMEDIES SET FORTH IN THE ABOVE WARRANTY ARE THE ONLY REMEDIES AVAILABLE TO ANY PERSON OR ENTITY FOR BREACH OF WARRANTY OR FOR BREACH OF ANY OTHER COVENANT,DUTY,OR OBLIGA- TION ON THE PART OF XERXES. XERXES SHALL HAVE NO LIABILITY OR OBLIGATION TO ANY PERSON OR ENTITY FOR BREACH OF ANY OTHER COVENANT,DUTY OR OBLIGATION UNDER THIS WARRANTY EXCEPT AS EXPRESSLY SET FORTH HEREIN. IT IS EXPRESSLY AGREED THAT THIS WARRANTY DOES NOT FAIL OF ITS ESSENTIAL PURPOSE. XERXES SHALL HAVE NO LIABILITY FOR TANK INSTALLATION OR REMOVAL COSTS, ENVIRONMENTAL CONTAMINATION,FIRES,EXPLOSIONS OR ANY OTHER CONSEQUENCES ALLEGEDLY ATTRIBUTABLE TO A BREACH OF WARRAN- TY,OR INCIDENTAL,CONSEQUENTIAL OR PUNITIVE DAMAGES OF ANY DESCRIPTION,WHETHER ANY SUCH CLAIM OR DAMAGES BE BASED UPON WARRANTY,CONTRACT,NEGLIGENCE,STRICT LIABILITY OR OTHER TORT,OR OTHERWISE. IN NO EVENT SHALL XERXES'TOTAL LIABILITY HERE- UNDER EXCEED THE ORIGINAL PURCHASE PRICE OF THE TANK WHICH GAVE RISE TO SUCH LIABILITY. rTM Arco Chemical Co. Effective 6/1/01 19 XERXES® Prefabricated Deadmen Installation Instructions For Fiberglass Underground Storage Tanks and OilMater Separators e-e f`l L��irS�Gz s�F d:- S 2.3.Positioning of anchor points 1. INTRODUCTION 1.1.General 2.3.1.Xeres deadmen are supplied with 3/4"-diameter anchor points.These anchor points protrude up through the slots in the deadmen and are tem- 1.1.1.These instructions supplement the Anchoring Tanks section of Xeres' poradly supported with cotter pins.(See Figure 2-2.) Installation Manual and Operating Guidelines(subsequently referred to as "Installation Manual").They apply to pre-engineered,prefabricated deadmen °H"r"OR SUNG so- TO eo• supplied by Xeres. 1.1.2.It is important to follow the procedures and instructions in the eNCNOI<POINT ANCHOR POINT Installation Manual in order to safely and properly install a Xeres under- ALIGN ENT MDT ALIGNK'NT SLOT ground storage tank and accessories.Failure to follow those instructions may void the tank warranty and cause tank failure,death,serious personal injury !---------------------,_ ---------------------�- or property damage. Figure 2-2 1.1.3.Deadmen help anchor tanks in installations in which there is a potential 2.3.2.Use only one strap per anchor point. for a high water table or trapped water. 2.3.3.Align the anchor points with the hold-down strap locations on the tank 1.1.4.Deadmen come in various lengths.Generally,there are 1 to 4 dead- (marked by arrowhead owN symbols).See Anchoring Tanks section of the man sections per side of the tank,with both sides having an equal number. Installation Manual. 2. ANCHORING TANKS 2.3A.When using deadmen in man-out-of-hole strapping applications,align the anchor points with the proper ribs before setting the deadmen in the hole. 2.1.Xerxes Prefabricated Deadmen 2.3.5.Care should be taken to keep backfill from entering the alignment slots 2.1.1.Xeres-supplied prefabricated deadmen are pre-engineered and sized until final adjustment is made.Placing something(for example,a piece of to the tank ordered and include galvanized adjustable anchor points(subse- wood)over the slots during backfill placement may help keep backfill from quently referred to as"anchor points").As with any deadman,water-table entering the alignment slots. height,number of attached collar risers and burial depth must be considered in sizing the deadman system. 2.4.Installation of deadmen 2.2.Placement of deadmen 2.4.1.The top of the deadmen should be aligned to the bottom of the tank. 2.2.1.The minimum spacing between tanks must be increased as needed to 2.4.2.The deadmen are typically placed directly on the excavation floor. accommodate deadmen. 2.4.3.If Xeres 18"wide low-profile deadmen are used as a construction 2.2.2.Always provide sufficient clearance to allow the deadmen to be set out- guide,they may need to be elevated.This can be accomplished by putting side of the tank"shadow."See Tank Spacing subsection in the Excavation 3112"of backfill or a wood 44(or equivalent)underneath,so that the top of Parameters section of the Installation Manual.(See Figure 2-1.) the deadmen are 12"off of the bottom of the excavation.(See Figure 2-3.) 2.4.4.Make sure the anchor points are positioned correctly. Hold-Down 2.4.5.Some contractors use the deadmen as a guide for proper depth of Strap bedding.(Note that low-profile deadmen are not 12"high.) 18"Wide Profile Deadmen i �r til Backfill . . 4 x 4 Turnbuckle I e d o Q , Anchor Point _3112"_ r 4'` TInkS�adow dm n' —IIIII=IIIII=�i�I IIIII=IIIII=I��1 Figure 2-3 1 -------------!, 3.OPTIONAL . , Figure 2.1 3.1.General 2.2.3.When multiple sections are used,the deadmen are to be butted 3.1.1.Xeres also offers a turnbuckle that will connect the deadman anchor together end-to-end on each side of the tank. point to the Xeres FRP hold-down strap.When the deadman is properly positioned,this will eliminate the use of cables and cable clamps.See Hold- A WARNING down Straps subsection in the Anchoring Tanks section of the Installation Manual for more detail.(Also,see Figure 2-1 and Figure 3-1.) Only use the anchor points when lifting and positioning the deadmen.A spreader bar may be required to lift longer sections of deadmen.Use guy Tumbudde ropes to guide the deadmen when lifting.Failure to do so could result in death or serious injury. Figure 3.1 Deadmen Dimensions Width x Depth Length of a Weight of a Number of Tank Capacity Number of of a Deadman Deadman Deadman Turnbuckles (Gallons) Deadmen (Inches) (Feet) (Poundslea.) Required 4'-600 2 12 x 12 12 1,800 N/A 4'-1,000 2 12 x 12 12 1,800 N/A 6'-2,000 2 12 x 12 12 1,800 4 6'-3,000 2 12 x 12 16 2,400 4 6'4,000 2 12 x 12 18 2,700 4 6-5,000 4 12 x 12 12 1,800 8 6'-6,000 4 12 x 12 16 2,400 8 8'-3,000 2 12 x 12 12 1,800 4 8'-4,000 2 12 x 12 12 1,800 4 8'-5,000 2 12 x 12 16 2,400 4 8'-6,000 2 12 x 12 18 2,700 4 8'-8,000 4 12 x 12 12 1,800 8 8'-10,000 4 12 x 12 16 2,400 8 8'-12,000 4 12 x 12 18 2,700 8 8'-15,000 6 12 x 12 16 2,400 12 10'-10,000 2 18 x 8 3/4 22 3,000 8 10'-12,000 2 18 x 8 3/4 22 3,000 8 10'-15,000 4 18 x 8 3/4 14 1,900 8 10'-20,000 4 18 x 8 3/4 18 2,400 12 10'-25,000 4 18 x 8 3/4 14 1,900 16 2 18 x 8 3/4 18 2,400 10'-30,000 6 18 x 8 3/4 18 2,400 20 10'-35,000 2 18 x 8 3/4 18 2,400 24 4 18 x 8 3/4 22 3,000 10'-40,000 8 18 x 8 3/4 18 2,400 28 DMN5/02PP n TC pp5� - I jmy HALFWAY BROOK BUILDING sit o~Ona REVIEWED BY =oo08 DATE _._- REVISED H I LANDS OF TOWN OF QUEENSBURY 4 -_55 I I NOCE RECelLANDSof FOAM INSULATION MUST BE COVERED ,/� 12 / 1 9 / O ' RICHARD t ETTA FORLIEGH 3 490/119 BY A 15 MINUTE THERMAL BARRIL ; JUL 15 LANDS N/F OF 2004 \ sFR-IA SINE TOWN OF QUEENSBU G. JOSEPH MONSOUR '\ EXIST. 12' DIA EVERGREEN H ANGE BUILDING AND CODE 450/82 TO REMAIN ASPHALT ._2. •— r.,,,tZpN� G ••.�..�..�,,�� EXIST, (8) EVERGREENS •,.,,�.,�n TO REXIST,MAIN g"I.I SET 8L NG-INT ��c� EXIST. REMAIN EVERGREENS 4te' "E s24 se'o�•w KRAFT s5-,..w�....- NfStiUTION MUST BE MAP REFERENCES: =0 6�• �. 142.95 COVERED 6Y NON-COMBUSTI 2P• VENT BLE BARRIER MAP OF A SURVEY OF LANDS OF `" o � R• +� 2" ENT AB `y '� '• h DATED: DECEMBER 29, 1940 ,\ • tit ... AB AB AB AB AB AS AB AS BY: JOHN B. VAN DUSEN . .,l� r: EXISTiN BUILDING -��- PERMANENT EA MEN _ - No. 149 GLENS FALLS - LAKE GEORGE. S.H. NO. 41, �• _ f '� '�`� �� ��f / '� '�` MAP NO. 131. PARCEL NO. 141 MAP NO. 138. PARCEL NO. 148 t 149 �• Os `' -` LEVER HANDLES REQUIRED • ACK ON ALL PASSAGE DOORS -- - - -- _ +1�5�;05'W �4'•'••• s ?�? X T. SIGN �\� \ , SE ACK ``20' RADIUS 48" Gr1F - - - -- -------- \� REMAIN • He N0 PA KING SI N ° 'i LEFT' WHETHER INTERIOR OR - - �� 9 , RE DET. 5 SP-3 T RN SiG --- a - ti/;� S�Na ' ► H C EXTERIOR DOORS ---- 4fq, I L ' ! 1 4!/ A' A AC 2' RADNJ +' DEED REFERENCE: r _ _ — — — — S ~ gyp ,� �� 21691 jsq; �. jj� 6 SPA t SUN OIL COMPANY OF PENNSYLVANIA p �gd(t TO coNc 1I0 LEFT ,`'� � 8e- 79 `� 01K LOOK � SANDRI REALT Y, INC. RET� _ •'•. .. DATED: SEPTEMBER 22, 1981 wq�,� � olv�• ui z . • `.NIdN' w o BOOK 641 PAGE 409 ;' ;' — LE '# . Go Q .�9;• '„'�`., - NO LEFT Q U 4 / +• RADIUS .; TURN SIGN V J V~3 J n v u u r •�.�L'U• ���. .�\ Cl .' 0 Q W Z LL LEGEND: rn- T T �` 3 R/ 2' RADIUS `�. • . •. (� _j F— O IPF = IRON PIPE FOUND •' ' ' ': �''' �" - O� o = NCRETE MONUMENT FOUND NEW S' W x V THICK CONC. WALK +� CONC � •' = UTILITY POLE % .GJ `�h� oC a" I<$ = LIGHT POLE EXISTING CURBED ISLAND: . REMOVE BLACKTOP t SUBBASE '•` .�`' �.•_•• W �'j� W PROVIDE MIN. V TOPSOIL t HYDROSE£D ' F'• �++ TRANSITION TO GRADE • I/C1 FOR EXIT SI(A ,, - TYPICAL • � -�"•�• � � CO C31 GMELOWAIR ACCESS. `.'. .'.'. ALL CURB CUT/ ROAWAY TERMINATIONS 2' RADIUS �-- 4 t S 34' RADIUS -� f KIS T • NEW 5' W x 4' THICK CONC. WALK I N �DnY REC T T 8 R EXISTING CURBED ISLAND: (� ONF(co REMOVE BLACKTOP I SUBBASE -r_,. � RED Q PROVIDE MIN. V TOPSOIL I HYDROS EED—� U a) c W o GENERAL PROPERTY INFO_ p co PROPERTY ADDRESS USA AS GLEN STREET M - N n1 QUEENSSURY NEW YORK 12804 PROPERTY OWNER 51kUm#PER�CLE6N*9TREH� and Mevdh, 0&% C E O QUEENSBURY. NEW YORK 12804 O O }- Lo TAX MAP NUMBER t04-1-I5 414 --� L= O co [ 0 N SITE PLAN —( LAYOUT & PLANTING CALLEDNORTH SITE PLAN GENERAL NOTES: W w v Z cf o. N I _ SCALE; 1 '=20 -0 o � Ii ALL AREAS DISTURBED BY DEVELOPMENT SHALL BE RECOVERED L- 0, W/ A MINIMUM OF 4' TOPSOIL, SEEDED AND MAINTAINED UNTIL _ A HEALTHY STAND Of GRASS IS ESTABLISHED AND ACCEPTED. 7 �_ 12 ALL AREAS PROPOSED FOR SEEDING SHALL BE HYDRO-SEEDED UNLESS > c V OTHERWISE APPROVED BY THE ARCHITECT. SEED MIXTURE SHALL BE +- Q a) L0 AS SPECIFIED c/ � L 13 ALL PLANTS SHALL BE NURSERY GROWN AND SHALL BE DELIVERED V U O X FREE FROM INJURY. INSECTS DAMAGE, INFESTATION I DISEASE. ^, `•l- � vy PLANT SIZE AND GRADING STANDARDS SHALL CONFORM TO THE L_ LATEST ADDITION OF THE AMERICAN STD. FOR NURSERY STOCK. 14 INTEGRAL CONC. CURB REFER TO DETAIL I SP. 4 R5 PROVIDE HANDICAP SIGN AS PER, DETAIL 5 SP.-4 tL CONCRETE WALK AS PER DETAIL 4 SP-4 HC - INT ZONE (HIGHWAY COMMERCIAL TENSIVE PLANTING SCHEDULE SYMBOL COMMON NAME SIZES AS ARBORVITAE GO' SETBACK REQUIREMENTS SM SUGAR MAPLE 3' CALIBER REQUIRED EXISTING PROPOSED SY SPREADING YEW 24- BUILDING CANOPY FRONT • GLENWOOD AVE, 50'-0' 19'-3 1/2" 95'-1 1/2' 03/10/04 1)A r_' FRONT 6 ROUTE 9 15'-0' 50'-9 1/2' 11'-0 /2" PARKING REQUIREMENTS HALFWAY BROOK SIDE YARD 20'-0" 135'-0"+/- - �A '.USE REQWRED PROPOSED A5 NGTED REAR YARD 25'-0' 5'-2' 30'-4 I/2' COrVEN�STORE to- PER W w It \LET%FOOTAGE OF RETAL AREA-W 5F 0 SPACES HEIGHT 401-01 19'-5" 1'-L' TOTAL (9) SPACES (INC. I HC SPACE) N SPACES JMH c f 57E LEGEND ,; RED _ _ o SITE DEVELOPMENT DATA I PROJECT_ — ' — — _ _ _ O `D� UTILITY POLE - •- -• - • STORM DRAIN SITE y AREA/TYPE EXISTING PROPOSED TOTAL = EXIST. BUILDING NEW GRASS AREA L 50. FT. SO. FT. S0. FT. CtRF O = CAPPED IRON ROD FOUND RouTg T BUILDING FOOTPRINT 1.984.2 - 1.984.2 IPF O = IRON PIPE FOUND O - EXIST. CHAIN LINK FENCE E UNDERGROUND ELECTRICAL 9 0 = EXIST WOOD FENCE NEW ASPHALT PAVING 8 UNDERGROUND WATER LINE PAVED/ CONC. AREA t 1RF O IRON ROD FOUND ACCESSORY STRUCTURE 14.440.8 - 1,444.L 13.024.2 CB❑ - CATCH BASIN x = EXIST. WOOD I ORE FENCE G UNDERGROUND GAS LINE TOTAL NON-PERMEABLE 16.415.0 - 1.40.4 15,010.4 'Kkaj ;`f ma's NEW CONCRETE TEL ❑ TELEPHONE PEDISTAL � = EXIST. EDGE Of BLOODS �=a -�'t'•"'. c 102 5 NEW SPOT ELEVATION PARCEL AREA 21,492.1 - 21,02.1 D4 WATER VALVE = EXIST, TREE LINE �.. PROPERTY LINE PERMEABILITY C = HYDRANT T.0-F. = TOP OF FRAME —SF SILT FENCE 100 NEW CONTOUR (TOTAL PERMEABLE AREA)/ 24.1% + L.1% 30.8% ) = EXIST. TO REMAIN r SITE LOCATION r� A � (PARCEL AREA) 30R; REQ'D SIGN f ETR `_ �4 STRAW BALES 1 SWALES - 95-- - EXISTING CONTOUR CALLED TREES ® - DRYWELL �_ GUARD RAIL NORTH Zx " = LIGHTING . ELECTRICAL OUTLET H; _ ry" STRAW BALE DIKE. NOT TO SCALE 3 5 HAY BALES REQ'O DURING CONSTRUCTION HEAVY DUTY r� !BANE AND 9f TOP soar (GRAY IRON, AS HALFWAY BROOK A48-83, CLASS 305) 41 ". 1'-0' COVER rE PRECAST CONC. EXTENSION TO GRADE �O z 59,L" r-a Of rCONC. COVER �as'a \ 0WTO NYSDOT < u~o r otrrsm OIA. STANDARD SPEC. SECTION 103-02, O y : tt AGGREGATE LANDS OF REVISED TOWN OF 8' O.D. PRECAST CONC. DRYWELL UEENSBURY GEOTEXTILE ----------- - L FABRIC __+ FOUNDATION I O / 15/ O 3 RING LANDS OF �\5' DEEP DRYWELL DETAIL RICHARD t ETTA FORLIEGH I I /5 / O 3 I + \ 490/179 SCAL NTS LANDS N 1 F O F EXIST. OVERHEAD �. ELECTRIC SERVICE SPR-!A 12 / l"i / 0 G. JOSEPH MONSOUR \• CHA L50/82 \ ASPHALT NGE LINE 8� 1 SET 8L NC-INT 0 3 / I 0 / O RAMS W/ OPEN GRATE �• LL.51 524 58'O�"W XISTING METE \ MOM OF STEEP SLOPE-�i $SZ MAP REFERENCES. Q s� �• iF 1-42.452' VENT M \�" \\RIP R C. • ENT ' ----- _-__ GEORGE LIAPESAP OF A SURVEY OF LANDS OF 2 A * A NON-SHRINK \ 333.78iF an O GROUT DATED: DECEMBER 29. 1940 " BY. JOHN B. VAN DUSEN PERMANENT EA MEN' --- 336?5 n EXISTING 3 BANG 9 r r -o• WGH 12•CMP,INLET PIE INVERT G' PYC OUTLET PIPE NO. 1L9 \ rI 4 % $UILDI . DUIMNEN STERWOO FENCE =SX2 MASONRY I2T�R/ GATES. SUR w/ GATE GLENS FALLS - LAKE GEORGE, S.H. NO. 411 \ Z �'"" ° A DIAx 5' DEEP DRYWELL VALVE MAP NO. 13-1• PARCEL NO. IL-1 `' IDETAIL V SP-2) - o � = cn 1�\ ► fi ETBAC to P1T MAP NO. 138, PARCEL NO. IL8 # IL9 �► REMOVED PAVED 9F \ - t' PVC FIRMLY COMPACT �. SWALE 1 PROVIDE U 6 BACKFILL UNDER ' T,x ` �-` TOPSOIL I HYDROS \. ' TOF=33&15 *B \ r 2312 42 STONE :; �' PIPE. O r 35.51 % U �:-' 310 2 Di (DETAIL 2/ SP-2) 1 \ \ O BEDDING yr ' TOF-33&I ��// 3 EX YT. TER IST. ,,t . �.'` v . OS.W �' \ W R S tTA Y 8• CM ? XIST. SIGN O \ MA H p g� h ' - - r S TO REMAIN \ h - I1A 5 HC NO PA KING 51 N N T I f '•-------------Q� - ---- -- � 1��{{ � RE DET. 5 SP-3 T G 15 LF OF DIA I \ �----T -•. _— T-1 34231SLOTTE W J 1 (r SF. \ k 1/ 3� (DETAIL / Ai 2) OB � I Sr A H W DEED REFERENCE: I � ' 336.28 ,, N , it XIST. 2 DRAIN INLET DETAIL TRAFFIC TYPE C ; C. SF 33712 �,` — — — — — — �, 21,L9I {i. SANITA Y Cod SCALE: NTS SUN OIL COMPANY OF P S LVA IA �` o ; A. MAN E� n ENN Y N � � .� � � � 0.50 acr TO ' �-� T I �� 88 I CON P� N0 LEF 79 \ SANDRI REALTY, INC. CRETE wgLK TURN StG>!I ( TOF=32. r �� O �, s/a- DATED: SEPTEMBER 22, 1981 - N' CONC 34Z25 O r �' `'-_- BOOK 4'41 PAGE 409 a � � EFT *.*EXIST. LIGH�B �/'�'` • \ MON o �Ep CONT. GRATE iU/ HEEL GUARD-- f U (L \' - 6 33&7 POLE 29..E - URN SKaN U PAVEMENT U _ - _ CU XIST/CURBED ISLAND \`\ A \O\� " w f� LEGEND: ' n 33&77 - _ S�AIyp N .2 � 73.91 �� r O IPF = IRON PIP i r Q - _ 9 26'3! 1''' �� t� N E FOUND ' ul !' p }--- w ' ! - tl) \�� A• CONC EXIST CURBED ISLA�N�j �� LLS �' Du. LANE '• t : �" � CONC MON = CONCRETE MONUMENT FOUND .�•,, Mo �--� � t� SLOTTED PIPE Y � = UTILITY POLE �.� 0 >,; (enP) = LIGHT POLE ��R�XFOR roc �2�Z; `` 0SILT FENCE NZr '4 v i7EB 516N __ _- §'KH BASIN i � 0 CONC. ENCASEMENT 310.8 _ -- � � ©.. EXIST. DOT DRAIN _ � w N SYSTEM W/ GRATE - _, ` -< TO BE MODIFIED FOR 340.9 J D U U-). _ CURB CUT REDUCTION 4 co Cy I r n! SITE PLAN -(GRADING t UTILITIES) CALLED IY ORAjN gYs � SCALE I'-20'-0' NORTH S. wi r \ O C+R'4 T TOP 6^ 12" 6" - PROVIDE CONTINUOUS EROSION CONTROL MEASURESDURING CONSTRUCTION, C. T E I._ TO PROTECT ALL ADJACENT SITES. cn LANE SLOTTED DRAIN PIPE DETAIL -- 3 SCALE: N V EIJ 0 C U) <C Q- 0 N c 0 0 0 O c O N I N W WQ� z � N I C ce) Q O, N +- D Q N 0 v > � - � U L- 0 R dco0c li DATE 03/10/04 KALE' AS NOTED �RA\AiN By JMH CHEI-" E.ID BY: REJ SF - 2 0305 OfTFWUL" lam co" Elalw�Mr. S=f? TggROI JOINT.An t S/4"R TOOLED SEALANT fi' gg VT pP�REy�M�O�LLDtE�D CONTROL JT. ��C�-`I v . OM WALK 5 PERPENDICULARTO CLU, NEW ASPNALT i I tts{IjF�t{s!' � �t.F�1r�## riI r,Itr1y1I# t. I (,# r-0► � �z � r TNK Rm.colicnIALK r` PAVEMENT �� x t- L4W x I*IIMF. Q < f }�RADIUS { iI}{ j st hk ' HANDICAPPED PARK040 SIGN G- } ,• MODEL RM214S BY SETO%OR � v� 'I •} 't APPROVED EQUAL. � � �- q ." 4 1 t/r WEAR ## + �}� �{ Dik COURSE i 'rt 3r 1-c i'VAM ) * 1 { I .7 t 0` X ' REFLECTIVE STlcEi(NTSDOT TYPE G MAi( $ MIN W4N TEXTIM BROAJI PLAN 3 �, - TOAr.1�EDGE 1/ W I'm RERPENQIC!>R RA1� -� CROSS SLOPE V8' TO v4' POST TO 5lt7PE ,`+ Pit FT(MAX 5/r PM FT) ' x EXTENDED INTO GROIN ` , MOM 1 31024 BY BETON OR �., Y WSDOT TYPE T. 3C4fRiSE APPROVED EQUAL ` s r <' a+: + EXPANSIp1t ISEED f WL RM.CONC.WALK .. . + 4'R.TJT �,SlAUWT x i -L4W x l4W WWF. GRADE COMPACTED BASE COMM :v $ / AU SWAM COURSE(NYSDOT TYPE 2) CONTROL xwf: TR4rrEt MANS. , COMPACTED SU68ASE _< .^. • _ •.a. a� 1%e •f. ♦ +4s s I V4 R.� sty 1 }F���. (J�f\ IV BASE ISOLATION XOM wr .> �fiFALANT TO AVsMw. # ACE# N ' 1 03 STOP Mr.Y EA.SIDE OF JT. — i2 / I"t/ 03 SECTION 2 INTEGRAL CURB DETAIL _ 3 PAVING DETAIL 03f 10 E.. ► RAI' f' DETAIL (PLAN) CONCRETE WALK DETAIL. 5 HANDICAPPED t NO PARKING SIGN DETAIL -i scAs.>ff: N2tl- r=a• SCALE: I•- i'-o• P-t SCALE: 1/2•- r-�- $� SCALE: 1/21- r-O` P-t SCALE: v2•-r-o- EDAR FENCE PANELS 2)4 P.T. MAILERS BOLTED t TO 4x4 POSTS. CEDAR GATE W/ (3) HEAVY DUTY HINGES (GALV-1 EACH SSE. O , 31 PAVEMENT I i BARK MULCH r----TOPSOIL i SEED us d • w \ n 31 HIGH < "' o � SAUCER +F-—?sr�+r COMPACTED FILL j d ALL TREES 3• CALIPER ` NOTE. � e. SLOPE TOP FOR ao DRAMIAGE \ AND LESS SHALL BE UNDISTURBED S01>. \ � s AItENDED PLANTING \ STAKED AS SHOW ' PIPE SIZE AS REQ`D. f USING 3 STAKES 12• I NA, SONOTUBE REFER TO SITE PLAN. FILLED YI/ 4000 P81 { BOLLARD $OLLARD PIPE BEDDING MATERAI CONCRETE. �• SAND OR FINE GRAVEL-All r N V \ �— cn mX ' ' O Z Z w r------- RUBBER HOSE O (.� PRIC710N GAtNtD t SHRUB PLANTING DETAIL i TYP!CAL PIPE BEDDING DETAIL 1 ►�A DtfP�PSTER ENCLOSURE FLAN DETAIL Dos SECTION DL{MPSTER ENCLOSURE �.= Wui ~!' do SeA :vr-r-rr SP-2 SCALE: vr- r-o� S�'-I \ SCALE: V4*- r-O' SP-I SCALE: V2'- r-O' Q, d" gn uj .,��, w GUY ORE I D n c cn 3' DiA. CEDAR STAKES i l 8' LONG j r LOVE OF BUILDING 'f•— ?, NO LEFT TURN SIGN �-- 3' SHREDDED $ARK +� � EWTON QUAL.OR APPROVED MULCH J LEFT CANOPY w/ r MTL. FRAME U L A 0• X V REFLECTIVE STEEL /---AMENDED PLANTING SOIL O c l -- 3' HIGH SAUCER (f3 1' LONG BAKED ENAMEL SKIN POST E FLOURESCENT LIGHT FIXTURE TO GROUND 2'. 11 MTD. TO CANOPY FRAME/ L/ EXTENDED IN 0 MODEL 11 31024 BY SETON OR I APPROVED EQUAL. - off. . a GRADE `, E 0 -0 co a !" (� Q - i� sf ( . W ry Z cv t\ L {J. 3 U > to u v u NO LEFT TURN SIGN DETAIL 12 CANOPY SECTION DETAIL e TREE PLANTING DETAIL � < a- LL -t SCALE: 112•-r-o, t°-I SCALE: I/2'-r-O' ��- SCALE r/Z•:, r-o' JMH `I 1 i 3 0 S