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2004-674 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFLCATE_ -OCCUPANCY _ Permit Number T20040674 r . -Date Issued: Monday, June 13, 2005 - This is.-W.certify that=workxequested-to.be,done as shown by Permit Number P20040674 has been completed. Tax Map.Number: - 523400-302-007-0001-032-000-0000 Location: 658 GLEN St Owner: _- YALCIN & IRBR.AHIO OZBAY Applicant: USA GAS - This structure may be occupied as a: Commercial Addition - - By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the4 - property owner of the responsibility for compliance with Site Plan, Variance;-or-other issues and conditions as-.a result-of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. --r-- TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040674 Application Number: A20040674 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&IRBRAIRO OZBAY Commercial Addition N EVDA OZBAY Total Value 991 STATE ROUTE 67 BALLSTON SPA, NY 12020-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-674 USA GAS FUEL ISLAND CANOPY $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 07, 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 Tod n of eensk3u�r, y;,q es ay, September 07, 2004 SIGNED BY a )v for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction Permit File No. No inspection will be made until applicant has received a Fee pad $ S• valid building permit. All applicants'spaces on this Red.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: Vx1le Owner: Address: / �� Address: Z-77 .Sic_ e e c i , a o , %J ` Phone#(.QM)39 V - Phone#( )m- Property Location; Lot Number: / House Number l 6:S��t�i�►on�� '- SubdivisionName: Tax Map Number: 3oa.017 - 3 ew g: r o �coi •Estimated Market Value of Construction: $' residence o Addition: If as Addition,what will use of new addition be? lo Alteration: residence/ commercial C No change to exterior size: residence/com'1 Other work(deseribog'!s Check OccupancyYnformation 1` Floor T Floor Other floor Total Below sq.ft.' sq.ft. sq.ft. Square Feet o Sin a#;wfly dwelling I { C Two family dwelling: o Townhouse o Multifamily dwelling #of units o .Office o Mercantile y o Maaufacturin ; 0 i car detached pmge AvP _ a 2 car detached jarage 0 3 car detached garage _ FF 0 1 oar Attached garage o 2 oar attached garage 0 3 car attached garage o Storage building- commercial C Storage building- j residential l Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? Al2 Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of Eiralaces to be installed Number of nods toy ito be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address, Phone Number Builder Plumber 3�7 Mason s Electrician 129cIWM�o please sign below after you have carefully read the statement: TI the best of my imowledge the statements contained in this application,together with the plans and specifications submitted,axe a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Adxniai-m7&llne:7w7oo ctor of Buil and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual loca o tructioa. s owner,owner's agent,architect,contractor Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re es re eiv d: Queensbury Building&Code Enforcement Arrive: p Depart: C = -t�am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi - NAME: VIA k PERM H LOCATION: DATE: COMMENTS: ChimneyY N/"B"Vent Direct Vent Location NA Plumbing Vent Through Roof 6" Roof Com let Exterior Finish Grade Complete 6"m 0' 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" 4� Vestibules For Exit doors>3000 s . ft. `—��0 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 ��1-- 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 O O Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/St6rage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space �? Final Electrical \f�� `� Site Plan/Variance required VA r Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide Okay To Issu Tempj or Permanen C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# d INSPECTION ON: `®� Name: 2 AM PM ANYTIME Location: �2zkz<;(Q)' -6 1& F-- APPROVED N/A. YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL l�� EXIT SIGN-BATTERY EMERGENCY LIGHTING �� FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTIONma �� FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM i 00 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 FOR CO NOT OK NSP C D BY COMDEVICHRISJIWORDILETTERS20011F IREMARSHALI NSPECTIONREPO 1022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY 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 _ J �JSCHEDULE Received: Permit# INSPECTION ON: /1-0-S Name: Gr�S j 0 PM ANYTIME Location: S APPROVEDT /A YES NO COMMENTS EXIT ACCESS A EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING �� Yl()345 a 4or FIRE EXTINGUISHER HUNGFIRE UISHER ]�A* _ �,-1PCA PrI- INSPECTION FIRE EXTINGUISHER HYDRO 4J` vV FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN _a n1215 ^, 04 FIRE SPRINKLER SYSTEM CAC FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS V I 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 TH S DATL OK OR CO NOT OK ' IffSPECTED BY COMDEVICHRISJIWORDILETTERS2001/FIREMARSHALINSP IONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re st ec ' e Queensbury Building&Code Enforcement Arrive: p Depart: 1 pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initi ls: rr NAME: PERMIT �n'7 LOCATION: (f, DATE: - - COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/hoof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv.. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/ Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 k..•. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq. ft. 3/a Hour Corridor Doors &Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets 4- ►C�� ti —� 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 Signa e Assembly Space Final Electrical Site P Variance required F t 1 Z l Surve ew Structure/Flood Plain certification,if re . uilt Se tic System Layout Re uired or On File din Number or Tenant Address on Buildin or Drivewaer 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 printod 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE n Received: Permit# 1)(-I -&7 / INSPECTION ON: Name: V i� L V _ ��- AM PM ANYTIME Location: APPROVED N/A. YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE _ EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH o i t EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER `;�� ✓�P �� INSPECTION FIRE EXTINGUISHER HYDRO Ph-� FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND 1, HOOD INSTALLATION INTERIOR FINISHES 1 v �'rCJK+ 1-4' STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED 1 �(� L (� ��Rcu t n COMBUSTIBLE WASTE Gi c1;nfq VL ,I VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN ��l;,-%Lq E-� �ti��. ` SCtnICC�, OK THIS DATE O F O NOT OK INSPECTED BY COMDEVICHRISJNVORD/LETTERS2001/FIRE MARS HALI NS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY V6 Town of Queensbury Fire Marshal's Office O 742 Bay Road Queensbury, NY 1,2804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request / SCHEDULE Received: Permit# �� C07 INSPECTION ON: Name: PM ANYTIME Location: cp' C, APPROVED !A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE -- i f1 EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH " EXIT SIGN—NORMAL EXIT SIGN-BATTERY X, �l EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG "�� /w FIRE EXTINGUISHER lA� (,VH(,� SkAff 06101 INSPECTION V.FIRE EXTINGUISHER HYDRO S ��'1,� �� CQtV I�A FIRE ALARM SYSTEM ` FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM �� ' FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND A �O �` . v_Vb ' Q5� AP,D��ovIa � HOOD INSTALLATION 7 INTERIOR FINISHES 7 _ I STORAGE Mo COMPRESSED GAS lCLEARANCE TO SPRINKLER co J CLEARANCE.TO ELECTRICAL ELECTRIC WIRING ENCLOSED S�fov e r fj t s COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE a. ,,` �i, ` F.D.SIGNAGE—UTILITY ROOMS_ I i�1�' v �� " "�T I ` NO SMOKING SIGNS MAXIMUM OCCUPANCY EMERGENCY EVAC PLANIGN OK THIS DATE OK FOR CO NOT OK VN-SMtCTED 91Y COMDEVICHRISJMIORDILETTERS2001/FIREMARSHALINSPECTI RREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final :inspection Report _ 1 Office No.: (518) 761-8256 Date Inspection 4rerestece* e Queensbury Building&Code Enforcement Arrive: Depart: a 742 Bay Road, Queensburyry,NY 12804 Inspector's Initi �,/ r� NAME: C� PERMIT#: LOCATION. DATE: u — COMMENTS: N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent c_Alcx>7� 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 Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na 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 S nce required Final Survey,New Structure'Flood Plain certification, if req. As-bui t eptic ys em ayout 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 A, Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio re es e eiv Queensbury Building&Code Enforcement Arrive: l Depart: 9 a pm 742 Bay Rd., Queensbury,NY 128 4 Inspector's Initi s- NAME: ERMIT#: �L LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings s Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToun dad on Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (51 8) 761-8256 Date Inspection reque ec ' `A a Queensbury Building&Code Enforcement Arrive: `D rt. 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: NAME: PERMIT #: LOCATION: (/D INSPECT ON: TYPE OF STRUCTURE: p,,.; 4e- Y N/A PVC: R-1,R-2, R-3,R4 Drain/V Cast Iron, Copper Drain/Ven / Comm. Plumbin Vents in Place i ou P umbin / ail Plates /a inch min.. Drain Size Washing Machine Drain 2 inch min. Head or r Supply Test Drain an e s �or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\13uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: } Queensbury Building&Code Enforcement Arrive: anvpm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: -- . /� 1A PERMIT#: Cer)'7LJ LOCAIIUN: _ �� r _ INSPECT - TYPE OF STRUCTURE: _Q 1.��`I�y �g on1►� �� Comments 5C N N/A Footings _ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval y _ robing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.hispectionTORMS\Foundation Inspection Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection rp uest cei d: Queensbury Building&Code Enforcement Arrive: /iia m/p�/ epart: a 742 Bay Road, Queensbury, NY 12804 Inspector's Inl NAME: PERMIT#: _ LOCATION: INSPECT ON: TYPE OF ST CTURE: Y N I N/A COMMENTS raming Jack Studs/Headers "' 6 rN 1\ Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly J,rtU� 12"O.C. Headroom 6 ft. 8 in. I Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses �n Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches frorn wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping r.,j Penetration sealed �� bV �� r� 16 inch insulation in cavity min. 1� �t,v� Garage Fire Separation P i\ Lf-- House side % inch or 5/8 inch Type Xj ' Garage side 5/8 inch Type X V` F�- Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 COPY RECEIVED zoo ;+ Site Plan Inspection Report p T OF QL'EENSEU ZONING OFFICE Name: 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): 1 -7 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`, Bruce Frank Code Compliance Officer L:I Bruce Frank120051 SPR&AV Reports I USA Gas(Y. Ozbay) SP 37-2003 07dec05.doc E CC, P 7 RECEIVED Site Plan Inspection Report T oFQ s� ur<.' ZONING OFFICE Name: 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): ,��(-__ ' 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, A-zr� l x - Bruce Frank Code Compliance Officer L:(Bruce Frank120051 SPR&A V Reports I USA Gas (Y. Ozbay) SP 37-2003 07dec05.doc FILE CGPV. , Site Plan Inspection Report SEP 2 9 2005 Name: USA Gas (Y. Ozbay) TO Z OFOU e�sa Location: 651 State Route 9, Queensb,ury, NY NI� cics��Y Site Plan No.: 37-2003 Area Variance No.: 65-2003 AV Building Permit_No:(if=any): _X6 4_0 Date: September 29, 2005 Dear Mr. Ozbay: During a site plan inspection on September 28, 2005 the following deficiencies were discovered: 1) Per Condition #1, the two center,flush mounted light fixtures of the gas island canopy were to be deleted. The approved plans depict 6 fixtures, with the two center fixtures deleted; however, the two center fixtures have been installed in violation of the approved plans and Condition`0'. .. 2) The area where the two new dryWells were installed has not been paved and striped for'the 4 required parking spaces (the site currently has only 7 of the required 11 parking spaces). v , 3) The paved swale at the north end.,(adjacent to the north curb cut) has not been removed and replaced with topsoil and hydroseeding. 4) The north curb cut has not been narrowed and replaced with the new grass area, which extends north of the missing 4 new parking spaces and to the east property line. 5) Both.of the curbed islands, have.yet to be topsoiled.and hydroseeded .and planted;with the four, 3-inch caliper sugar maples (diameter of the trunk must be 3 inches at 4.5 feet above the finished grade) and the eight spreading yews (24 inches tall). 6) The proposed grass area south of,the building and parking spaces has yet-toI'be topsoiled and hydroseeded and planted with thefour Arborvita (60 inches tall): 7) The-"ONE WAY DO NOT EXIT sign on the north side of the south State Route 9 curb cut needs to be relocated closer to the per the plans now that the curb cut has been narrowed. 8) The top (wear) course of paving has yet to be done. _7 9) The exit and entrance arrows-have not been painted on any of the three curb cuts (the south State Route 9 curb cut should have the wording "ONE WAY" painted adjacent to the arrow). It'is my expectation you will contact this office by October 7, 2005 to propose. a schedule to correct the above referenced deficiencies. Sincerely yours, Bruce Frank Code Compliance Officer L:Bruce Frank120051 SPR&A V Reports I USA Gas(Y. Ozbay)SP 37-2003 29sep05.doc PHONE: (518)374-6755 e VALEEI' EQUIPMENT COMPANY, INC. NEW YORK ONLY (518)374-5571 1-800-950-4144 PETROLEUM MARKETING&LIQUID HANDLING EQUIPMENT FAX#518-374-1599 SALES-INSTALLATION-SERVICE 16 WILBER AVENUE SCHENECTADY,NEW YORK.12304-4399 April 5. 2005 USA Gas 658 Upper Glen Street Queensbury NY 12801- Loc: USA.:Gas ' 1 f 658 Upper`Glen Street QueensburyNY 12801 To Whom It May Concern: This is to certify that.an inspection of the Pemall fire suppression system at the above location was'completed on 04/05/05. The inspection Was completed in accordance'with the semi-annual maintenance requirements for fire suppression systems and limited to, routine-checks and examination of the system as set forth in the New York State FirePtevention and Building Code ;Valley Equipment Company,Inc. does.not make any'guaranties or warranties regarding the future operation of the fire suppression system. ; Please note a'h drostatic test was not re uired as art of this uis .ection`process no y t""a q p p p r performed on the system. Hydto static,testing of the:system should be'performed in ' accordance with the recommendations of the manufacturer of the system. Having completed the inspection, the fire suppression system is now accredited and recertified. :.... . Sincerely, Mike Crandall Valley Equipment Co.,Inc. MEMBER - - aPEI � . LLI p z0 w� 14V j •6d LL M C P aoy 00 Cal MA,utlaRL}, ' PW-e. S?AZ7-ZW, ' z �.�/Euv}sfTt� ��IFiF� &uTYiQiV. -rO Be t � I LIJ I L11 -SOWN 0F. QUEENsguRY aas•T� � s �' FIRE MARSH , 'S E :867rx$ ` r �i�/ ST. QEVIEWM BY �S�p � �� U 29 r a �= g y D• ,C DATE ENTS �r cA d LA d- 4._ TD=CFMW=WFWMAMSML N Es ss ,� ��- i+r� "��- rrr r Ba�donoutQrtlilede�eni�r�tion, ,,�� 76-44 �,c• �S' M AS Mery f�: a Y ��ru!Apt• CMG-�,16Y coMpliBflCaTM GWO0ftp ots shall L'3r5'/.S!�M 1AYt��7' /✓�d} {J`,49y not becomt edasindicatingthe M plans and specifications are in toll zwff ® o�f€3 .� ,>• co g;lance w11h t ccode. A� �'1��u2� �ev7 e. Request Received Date: t Schedule On Date: Time: Regular New York State Special Permit Number Inspection Uniform Fire Prevention & Building Code Queensbury Fire Marshal's Office .130 742 Bay Road, Queensbury, NY 12804 090� Phone 518 761-8205 Fax 518 745-4437 Business Name LAS A ibQ,5 Address 65'1 Telephone , i(R Contact Person Contractor I �� ,/ �;r�p Telephone Pu dwilAwlq I �j 4- /�5 Fire Department `I Inspector S (� a Received By Date UNDERGROUND TANK CHECK LIST (OTHER REQUIREMENTS MAY APPLY) New York State DEC N tifi d a c mplied with• (Y N Underground product lines tested to 50 psi Electrical Inspection. 3 �r� (27 psi operating pressure). N Fire Protection E ui mIn� ust meet current listing N Secondary containment tanks tested for one hour. q P 9 from UL. N Threaded joints must be sealed. ON Tank at least 1 ft. away from building and 3 ft.from N Underground pipes have 6" of fill below and property line. 18"of fill above. N Entire vehicle on premises when being fueled. Y N Pipe in same trench separated by 2 pipe diameters Y N Dispensers shall be protected from collision. �P,, side by side and 6"top to bottom (verify specs.). N Class 1 dispensers at least 20 feet away from 1 Y N 10 pound (40) BC,Fire extinguishers within home fuel dispensers. t 100 feet of dispenser. (�Y N All dispensers 10 ft.from property line and 5 ft. N Fire suppression for gasoline installed to from building. manufacturer specs. and NFPA 17. 6Y N All caps marked according to Uniform Code. N Nozzle shall not extend beyond protected area. N Master Control to shut off pumps (at least 20 feet N Fire suppression system automatically shuts down from pump). J pumps. ON Automatic self closing nozzles, �� •�� Jj N Automatic operation of fire suppression. N Manual operation of fire suppression in a remote Y N No Smoking sign, no unapproved container sign, ith posted instruc ' 1/ stop engine sign. N Nozzles fitte wit blow off caps. (�N Valves should have pressure relief mech. that I ea de c ors no pain f t drain back to the tank. �ereyfir ) N No common openings with the building. _ Y N Pneumatic cylinder closer than 260'from chemical Y'N Emergency power shut off. cylinder(verify specs.). N Dispensing devices shall be listed. Y N Pneumatic cylinder should not be exposed to temp. Y N Fill hoses shall not exceed 18 feet. ( below zero (verify specs.). N Break away hoses. ' Y N All chemical cylinders activate simultaneously. �N Leak detection device on each pump which will N Nozzles not more than 14 feet above ground shut off the pump automatically. - n (verify specs.). CY N Rigidly anchored shear and thermal shut off N Max area for 35#system is 8x13 rr� devices at base of dispenser. Max Area for 75#system is 24x13 or 8x26 'lY N Class one/division one wiring within 18"of pump. (verify specs.). Y 2 ft. of earth above, or 18"of earth and 6" of Y Suppression system test every 6 months. concrete or 8" of blacktop on top of tank. N Vent pipes must be at least 12 ft. tali ' 00N Vent pipes,should be 5'from building and iJ , �/.��►1�� i C` NJZ,e 15'from HVAC.' / U Y N Vent should have a flame arrestor /�/ �u -5 fot.e_ ( C S YEN Filling,venting, and vapor recovery must be at least 5 feet from building. 4-m ` �oAk5 - lY N Vapor recovery openings should have a spring � loaded cap. - N Tanks and piping hydrostaticly tested. Y N Tank must be UL listed. r ( N Underground leak recovery lines tested to 3 si. � ]'Totes: P Approved By: IrIc Uwk Date: White` Office'Copies (3) Yellow—Business Copy Pink—Contractor Copy comdev:chrisj:word:undergroundtankchecklist08022001 < r FCGRY RECEIVED Site Plan Inspection Report OCT 1 7 Name: USA Gas (Y. Ozbay) TowN of d sBURY Location: 651 State Route 9, Queensbury, NY ZONING OFFICE Site Plan No.: 37-2003 Area Variance No.: 65-2003 Building Permit No. :(f=any):- Date: October 17, 2005 Dear Mr. Ozbay: During a site plan inspection on September 28, 2005 the following deficiencies were discovered: 1) Per Condition #1, the two center flush mounted light fixtures of the gas island canopy were to be deleted. The approved plans depict 6 fixtures, with the two center fixtures deleted; however, the two center fixtures have been installed in violation of the approved plans and Condition #1. 2) The area where the two new drywells were installed has" not.;been paved and striped for the 4 required parking spaces (the,site"'currently has only 7 of the required 1 t parking spaces). 3) The paved swale at the north.end-(adjacent to the north curb.cut) has not been removed-and replaced with topsoil and .hydroseeding. 4) The north curb cut has not been narrowed and replaced with the new grass area, which extends north of the missing 4 new parking spaces and to the east property line. 5) Both of the curbed islands have yet to be topsoiled -and hydroseeded and planted with the four, 3-inch caliper sugar. maples (diameter of the trunk must be 3 inches at 4.5 feet above.the finished grade) and the eight spreading yews (24 inches tall): 6) The proposed grass area south',of the building and parking'spaces has yet to be topsoiled .and hydroseeded and planted with the four Arborvitae (60 inches tall). 7) The "ONE WAY DO NOT EXIT".sign on the north side of the south State Route 9'curb cut needs to be relocated-closer. to the per the plans now that the curb cut has been narrowed. 8) The top (wear) course of paving has yet to,be done. 9) The exit and entrance arrows have not been painted on any of the three curb cuts (the south State Route 9 curb cut should have the wording "ONE WAY" painted adjacent to the arrow). On September 29, 2005, a report was given to you outlining the same deficiencies as identified above, with:.the directive to contact this department by October 7, 2005 to propose a schedule to correct all of the outstanding deficiencies. Being October 7, 2005 has come and past and you have not contacted this department, you are now being directed to submit a proposed schedule to correct the above referenced deficiencies by October 24, 2005. The proposed schedule must be submitted in writing, and is subject to approval by this department. Failure to comply with this directive will result in an appearance,ticket being issued to you for the Town of Queensbury Justice Court. Should you have any questions or concerns please contact this office. Sincerely yours, Bruce Frank Code Compliance Officer L:I Bruce Frank120051 SPR&A V Reports I USA Gas(Y. Ozbay) SP 37-2003 17oct05.doc GENERAL NOTES CANOPY LOADS + 1.DO NOT SCALE DRAWINGS --- 1508.12 ROOF LIVE LOAD:20 PSF 1003.1.5 EARTHQUAKE DESIGN DAT 1B03.1.3 ROOF SNOW LOAD: SEISMIC USE GROUP=1 II.ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND LOCAL.CODES. P9=65 PSF Sds=0.349 - NO UNLESS SPECIFICALLY_ __ D IN_ Pf=71 A PSF Ml=0.102 I s �¢ 1 4 "e,., h r gw BI.COMPANY SHOP BEFORE SHIPMENT. WELDS SHALL BE�'FULLU WELDS, Ce=1.0 SITE CLASS■ 1 y- °^�I a f 'r' d D L: �,;,;,h � * 1-1.0 SEISMIC ;1STING.Sysig=� 1'-4' PURLIN HEIGHT N A MINIMUM OF,µ•SIZE AND PERFORMED BY CERTIFIED WELDERS. Ct"12 INVERTED PENDULUM FASCIA DOESN'T HIDE STEEL 1'-2' FOOTER SUBSET H ENV I EWE C F` UNLESS NOTED OTHERWISE. 15011.4 RIND LOAD: AIIW Y91$PRZOCEDUI�d`�s FIDE " V(3 SEC GUST)■90 MPH EQUIVALENT LATERAL FORCE 14-6 CLEARANCE HEIGHT DATE 3 J 1■1.0 EXP .� +0'-6" DECK&GUTTER DEPTH GCpI=0.00 14• 1T$" FOOTER TO MAINBEAM HEIGHT FASCIA INSTALLATION: -0'-3" TOP&BOTTOM PLATE THICKNESS ERECTOR NOTES CODE SPECIFICATIONS ��W, -1 SEE PANEL LAYOUT IN MATERIAL LIST. 1 T-3" COLUMN CUT LENGTH A ALL LEVEING NUTS MID FOOTING ELEVATIONS MUST BE CHECKED WITH A �SPECIFICATION FOR THE DESIGN,FABICATION AND ERECTION OF ^^ID (`��, u SEE GRAPHICS LAYOUT IF APPLICABLE. �IT.VEwFY,��T�RS" sTRucruRALSTEELFORBULaNGs(,9�EDrTwN>- ( / FILE COPY S.CHECK ALL STEEL FOR PLUNK,SQUARE,AND LEVEL AFTER IT IS ERECTE7). ,yam 7 w A�.7 I ,�" AYBC CODE OF STANDARD T'RI(CTTCE f-Vfc BUILDINGS�*roGE8(,985 EDITION) T VL C.ALL AMU A325 BOLTS SWILL BE INSTALLED PER THE RMC SPECIPICAI'!OH " MATTE WH )br Structural Joints using ASTM A326 or A490 Bolts, (11/73/86) AIM SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL- 3 in Fart 5 of the RISC Manual of Steel 3$ Construction Allowable Suss Design, Bth Edition. MEMBERS(1998 EDITION) 7 ' D.CHECK LEVELNESS OF BOTTOM OF PURLIN8 WITH A TRANSIT. AWS 07.1-2000 STRUCTURAL WELDING CODE ' E.ALL BRACING FOR BEAMS AND PURLIN818 TO BE WELDED ON DECK PANELS ARE INSTALLED. a.. t`I!/ FASCIA BRACES F.FIELD PRIME ALL STRUCTURAL STEEL CONNECTIONS AND SPLICES AFTER TT STEEL I8 ERECTED. ----__-_-- --___---48"O/C INTERNAL DRAINS TMN OF QllEENS11URy 0.WASHERS ARE REQUIRED ON ALL BOLTW CONNECTIONS.THE NUT AND WASHER SHALL , ALL COLUMNS FIRE BE PLACED AT THE TOP OF CONNECTION(NUT SIDE IF BOLT RUNS HORIZONTALLY). TO DRAIN MARSE A WASHER IS REQUIRED FOR ALL BOLTED CONNECTIONS AT SLOT LOCATIONS. REVIEM BY 14'$" 16"0 x 1/4 COLUMNS mom d-IIIIIII oarE - FOOTER NOTES MATERIAL SPEC: - --- COMMENTS 1•CONCRETE BABE BY GENERAL CONTRACTOR ---- • ■=■"■�r■.■..r....�," 2./4 BARS HORIZONTAL,BOTH WAYS,4 LAYERS REQMARED,SPACED NOT4tOLLED STRUCTURAL- A002 I AS SHOWN WITH(24)04 BARS VERTICAL AS SHOWN. 2L WA STRUCTURAL TUBE- ASW GRADE B PLATE - AM , � DR/11"ING NO. 3.BASEPLATE TO BEAR ON LEVELING NUTS AND WASHERS TO CREATE A MS4MllAt COLD-IFOR„ED STRUCTURAL-M40 GRADE A(FY■S5 KM) TOP OF DRIVE 1 NIB'GROUT POCKET. GENERAL CONTRACTOR MUST FILL UNDER THE BASE RATE - T0tk11I Q Flee,.A enu A, WITH A NON41HRINK GROUT THAT MEETS THE PERFORMANCE REQUIREMENTS OF DECK PANELS- A053""-40 KSI) T RE m WH& ASTM C 1107 AND CRDC 021 SPECIFICATIONS FOR NON-SHRINK GROIN. MIpNG " -- - -- CONCRETE FOOTERS -- _ _-, Based0n01X**dwWnatton, SP TI CHIT SHALL BE INACCORDMICE WITH MANUPACTTAttERB WELDS- AWSID,.,E7oXXELECTRODE 1-2 -- - --� (BY G.C.) i I COlilpll�lOs�11 OI�OOfIMrIBntS Shall 4.1 1µ•0:3o•LO.A1.307 OR,A ANCHOR BOLTS W!HEAVY INo1 NUT AND 10' WASHERS- MGM�HE��H BOLTS- � I I 1 K I__ - __1 not t*COnSII W 8S indicating the THRD.PROJECTION WITH DOUBLE NUTS FOR PLUMBING AND LEVELING. L_--_--_ L_------ Ian 5.ALLOW A 3r SQUARE OPENING IN DRIVE AT COLUMNS FOR p s and specifications are in full INSTALLATION OF ANCHOR BOLT NUTS.OPENING TO BE FILLED Compliance u'".l evade, WITH CONCRETE&ELECTRICAL ACCESS AFTER ERECTION. HOLE)WITH FWCOVER DECK PANEL PROPERTIES PLATE LOCATED APPROXIMATELY V ABOVE TOP OF DRIVE. 7.B SIDE ELEVATION BEA PLATER ARE *C20 ,•Trnc OR Nf0 STL W/(4)-,1l2YD 19 oe 2020 Ge 22 os Alum BOLT HOLES ON 16 ENTERS. PMMM S.BASE PLATE HAS A 8"0 HOLE FOR ELECTRICAL ACCESS. Width Qn) 18 18 ,5 12 9.UNLESS OTHERWISE NOTED.TOPS OF FOOTERS MUST BE HELD 000(in) 3 3 3 3 LEVEL AND ON THE SAME PLANE. Mt+(om) 8.24 7.02 5.08 10.CONCRETE FOOTERS SHALL ACMEVE A MMMUM COMPRESSION GALVANIZED STEEL PERIMETER GUTTER PST Me-(MMR) 5.73 &w 4.16 11.FOOTING DEMON IS BMW ON pRM"n NE LOAD BEARING VALUES PR MM IN Sx+Qn318) 0.34M 0 2928 0.2387 GALVANIZED STEEL TAPERED IN PRE-FINISHED GL.WHITE INTERNAMONAL BUILDING CODE,TABLE,11042.AN ASSUMED ALLOWABLE BEARING Sz-00M 0.2004 0.2243 0.1732 CROSS DRAIN PRE-FINISHED CORNERS&SEAMS TO BE CAULKED PRESSURE PBF1FrSHALLBE Ia+Qn1Al) o.Nl040 0"8�5 0.5848 WATER-TIGHT •_.-.,---"`�'^'�cis'D '��`�p�' AND TESU'�NG INDICATED LESS GL.WHITE t = t CAPACITY,THE DETAIL SHOWN SHALL NOT BE USED AND TFC SHALL 9E vuffi A%,i eu u-prAt) uAAAi o WIDTH = 3 5/8" TL1 = 14'4" WIDTH = 6" o IMMEDIATELY TO REDESIGN THE FOOTINGS. N DEPTH= 3" DEPTH = o" N N FOOTER DETAIL CERTIFIED BY: I 1 1 F 1-104" W �- 25'-51� o N II N we 2$ 1 ------ - --- - - --- -- --- -- -- 25'-23"P12IDSI W �za r-0• �UF Nfy, 't y P.5 1pil U.1 N (1r) 10 294 II \ P4 075611 " PIO , i i i i i ��fiESSION��p CJ'7 --- --- ----- ----- ------ - - - - Gi e 5'-0. 0 135.000 ii END GUTTER-2 15'$" 1�r-� r--I---1 0 ' -o;---�--� 8 w-o 12'-63" r-D• (20) (161 �Cll �L) 2 i i} --�--- - - ---� --{ 13 .0 ° 4 L� io ' of - ------- �� ----- ----- ----- --� - 10'-23" 4 1---Z---T--T--"'I---r--'7 7 IeNv DAdp110N DAM BY III 1 , I I I I I 1 ❑ ERECTOR ❑CONSTR ❑STEEL ❑JOB FILE III , �--LI---L--�--�---L---1 IDS II 1 1I , 2W"x 63"x 4' ' 14'-0 M1 SAG ANGLE(TYP.) I 45.00° pi P7 2 e --- - -- -- - ----_- _ _ _ _ _ 23" TFC CANOPY MTFr O 2�-8e , 4 V4r 1107 N.TAYLOR RD. ' on GARRETT, IN 46738 ' STEEL DECK PANELS PH.(260)357-6665 FAX(260)357-8533 -0 SIDE GUTTER-3 @ 21'-10"14' " - 8 OVERFLOW SCUPPERS 1 -1rfdq. GALVANIZED 4 IN PRE-FINISHED GL.WHITE TOP OF DRIVE 5 LOCATE AS SHOWN PANELS START AND END 3" FROM PURLIN ENDS 1''r 10" 3 JOB # 694170 34-0 15-0 _ " EPTH=13' T- r-- ---i - - 7---r-- 4 QUOTE# 212722 PRINT# N/A GAGE =20 ram• 1 CITY. REQ. = 28 --�---� --�- a---i-- 30'-0"x 64'-0" 2-COLUMN 64'-0" 2 EN 2G8 H=129�-2" s� i i i i i i i 2 -8 /8 2 0 22'-0 1/8" I I I 1 I I I LOCATION: 2 2T-4 1/8' 2 20'-81/8" 2 1'-4j- L---.J---L---+---+---L--� Ni CANOPY PLAN VIEW e e I 1 , I I 1 I 1 I I QUEENSBURY,NY 2 26-0 1/8 2116'-81/8' 19-41/8 , PURLINS ARE PURLIN SPLK 2 24-81/8' 218'-0 1/8" -_�--_�-- -- ---�_-� CUSTOMER: VALLEY EQUIPMENT CO.,INC. W16x31 -U.N.O. - _---- _ 2 5 23'-4 1/8" 2 s' MAIN BEAMS ARE KEY 1 SCALE: ENGINEER: KED W21 X62--U.N.O. PURLIN ROLLOVER DO NOT SCALE (SEE DETAIL) DATE: DRAWN BY: SH DRAWING NO. 8-24-2004 1 ALL CANOPIES SHALL HAVE THE LAST 3 DECK PANS SHALL BE #14 X 7/r TEKS @ p• y31• DECK CLIPS ON ALTERNATING STITCH SCREWED TOGETHER 12"ON CENTER PERIMETER GUTTER (4)A-325 BOLTS 4 1'-8" SIDES OF THE PURLINS. WITH#14x7/8 TEK SCREWS. 5/8'0 @ EACH _ 2 ' 2 ' 4 4 �" 2 SCREWS EVENLY SPACED CONNECTION MAIN BEAM 1Z" 1'-8' 1 BETWEEN PURU 4 DECK PAN NS 1 16'x 331/2'x We PL. - — Inv smD 1 SCREW AT EACH DECK PAN END. — ---r (12)A-325 BOLTS 2 3/4 TYPICAL 5/8'0 C EACH . E L [ !')B FILE MAKE CERTAIN THAT LAP CONNECTION _ __ SPLICE IS COVERED BY - -1"STEEL PL - PERIMETER GUTTERI 1.4• 01'-4' 3 ' s ;. t, w'. _ DECK PANEL CLIPS 0 0 0 0 1.8" 1.4' „ r ERECTOR SHALL FIELD CUT FULL TO BE INSTALLED ON DECK PAN TO CREATE A FINISH PAN. ALTERNATING SIDES 6 • 0 UMP OF PURLIN FLANGES PART NO. 5611 ACCESS HOLE FINISH DECK PAN DETAIL 2 • 10•x1/2"GUSSET PL. I F91 Big I I I Ed 110 1",mi 0 STRUCTURAL CONNECTIONS -- ------ CAP PLATE DETAIL BASE PLATE;DETAIL, ro"SCDSS° CPSS16R3 5GAGE B(�4N1fiR DECK ATTACHMENT DETAIL -- ---- - ---- - 1 " 1/4"STIFFENER PLATE(NS/FS) 4 "• 4' LEFT RIGHT I 3/4'PLATE MAIN BEAM SIZE W8 W12 W14 W18 W18 W21 W24 W27 "our O �_r } PLAT DIMENSION 'X" 5-1/2' 8-1/2' 10-1/2" 12-1/2" 14-1/2' 17-1/2" 20-1/2' 23-1/2" 1 1'-T 3/18" (8)3/4'0 A325 BOLTS ALTERNATE: W W ALTERNATE: SFUMM0"" 13/16"0 HOLES - 1/8" r MIN. WELD INSTEAD B WELD INSTEAD 3' OF BOLTS OF BOLTS 1/8' r MIN. 1/4"20 W16x31 W16x331 B 16�X 4�-Or L 2• B XX" MAIN r ---I SPLICE "MOMENT" W W 1"x r 20 GA ANGLE PURLIN B = 518" 0 A-325 BOLT WITH NUT PURLIN �111 W = 518" 0 OVERSIZED WASHER 4 F:AS C IA BRACES CO:iNTtRSUN,K SLAT.''EAD S^.1��;., BOLTED4'-0" SAG ANGLE DETAIL AT 48" O/C �., n rNouAltE DUE IGNDATA 2 r_PFSISTING SY?TEM 42LL �� tN1 ILA- . c. -.-. LA(tH4LFURGE CERTIFIED BY: "< CFN.F 1'x 4' 20 GA ANGLE Q 11 COUTERSUNK FLAT HEADS REW 'L — CAP PLATE �\ DECK PANS ��4 C� y��•.n 3" 23 7/8 11 561 ,o 07 1 COLUMN BOTTOM OF 4 LEAD HOLE 5' BOTTOM OF LEAD BOTTOM OF TUBE HOLE 8'x 4"TUBE x 11 GA.(.11s6-) 42" COLONIAL FASCIA — ACM � cm I• STEEL(WELDED TO COL.) I ❑ ERECTOR ❑ CONSTR ❑STEEL ❑JOB FILE TAPERED L I FOP 3'r�,"014 GA.STEEL PIPE x VAR A.ivErs a''� 1/8' 1" WELD ID ALTERNATE: _..., OF SCREWS HOLE TO BASE VAR -- I o� LESS THAN 1��8' e'-8' `'�� `d —18'-8 a<1IaO 10'-0' PERIMETER GUTTER 6" /� ATTACH TO PURLIN TFC CANOPY O [CENTER GUTTER SIMILAR —19'4 r&<2T�W 13W �% .,,; 2" w/(2)#12-24 x 1.1/4" 1107 N..TAYLOR RD. BUT NOT SHOWN(IF REQ'D.n i� TEK SCREWS GARRETT,IN 46738 \ COLUMN(SHOWN HIDDEN) RUN PH.(260)367-NO FAX(260)357-65M 4'0 PVC 17-M 9" WAlIVER JOB # 694170 - 4"x 3"PVC REDUCING 1. ERECTOR TO CUT A � QUOTE # 2'12�22 'PR[I�T '' 1�1A'1'x8"NOTCH IN GUTTER � COUPLER 2 L 1'x1"x0.109'x8'43 LONG AT OVERFU)W SCUPPER PRE-NOTCHED 0 PURLIN LOCATION. 30'-0"x 64'-0" 2-COLUMN i I WO PVC x U-4' 2. ERECTOR TO THEN ATTACH TO DECK PANELS USING LOCATION: INSTALL SCUPPER OVER (2)#14 x 7/8 TEK SCREWS(EA.SIDE) QUEENSBURY NY N THE NOTCH IN GUTTER ' CUSTOMER: VALLEY EQUIPMENT CO.,INC. 3"0 STREET ELBOW AS SHOWN. PURLIN ROLLOVERS TO BE SPACED EQUALLY CAULK WATERTIGHT. BETWEEN SUPPORT BEAMS. SCALE: 1CN DO NOT SCALE GfNEER: KED INTERNAL DRAIN DOUBLE LEAD I OVERFLOW SCUPPER PURLIN ROLLOVER DETAIL DATE: DRAWN BY: SH DRAWING NO. -6-24-2004 - 2 ---