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2008-358
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Pen-nit Number. P20080358 Date Issued: Tuesday, January 12, 2010 This is to certify that work requested to be done as shown by Permit Number P20080358 has been completed. Location: 474 AVIATION Rd Tax Map Number. 523400-302-005-0001-098-000-0000 Owner. JOLLEY ASSOCIATES, A VERMONT GENERAL ] Applicant: JOLLEY ASSOCIATES, A VERMONT GENERAL PARTNF This structure maybe occupied as a: Commercial/ Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, &611-*�/ ® V Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P2608O358 Application Number. A20080358 Tax Map No: 523400-302-005-0001-098-000-0000 Permission is hereby granted to: JOLLEY ASSOCIATES, A VERMONT GENERAL P For property located at: 474 AVIATION Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tie of Construction Value Owner Address: JOLLEY ASSOCIATES, A VERMOI` Commercial/Industrial PO BOX 671 ST. ALBANS, VT 05478-0000 Total value Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2008-358 5270 sq ft Jolley Convenience Store $790.50 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,July 24, 2009 (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 Que b;r T u y,July 24,2008 SIGNED BY �9( for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY 0 .. Cc, "-`- . PERMIT NO % TAX MAP N % 2.,�70811 • / FEES: P IT � RECREATION ENGINEERING TOVV�11"C7F.Qt1 , `� ` If appb able) BVILDW" El= SI3(JR 4-v PRINCIPALIS ' UCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: r4--e— OWNER: ADDRESS: (Lo K 5*+0ke,-7 s , V -j— ADDRESS: 3o)< 617I �� `�'A-y"5, PHONE NOS. PHONE NOS, g'D L 2- �G CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: C+k-(-[;�OPR---r- F PHONE: a0>5>->d(6 LOCATION OF PROPERTY: AH SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT. APPLY TO YOUR Z LL a CJ w u- 07 PROJECT o O 1- -j tY -j O = � � . cF) Q W a z °¢ ¢ " c ° c � � o � ° wZ u) cr cn O u- u- a = �s SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: �n 11eY �vu v +'�-► S� - ESTIMATED CONSTRUCTION COST: 7���� FUEL TYPE: HEAT TYPE: e" � *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? N PROPOSED USE OF BUILDING OR ADDITION: 1��`'^ "Please complete a separate Application for'"Fuel Burning Appliances&Chimneys' available in our office B 3-LGL 11-05 CIA Townof Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? N� I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete state mentldescription of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, l or my agents will obtain a certificate of occupancy. I also understand that Uwe are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. 1 have read agree t the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above S This application / proposed action described Applicant to erect or alter the building t herein is found to be in accordance with the Oo described herein in accordance with said 's ; zoning Laws of the Town of Queensbury. Application: 0. 10 , 0 , , BUILDING & CODES APPROVAL ZONING APPROVAL 01 00 , , DATE10 DATE i ........ ..............................J QUESTIONS? CALL 761-8256 OR EMAIL codesCa-aueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use.Only www.ciueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection re t v _ Queensbury Building&Code Enforcement Arrive: a epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s- NAME: PERM LOCATION: V1"- , J` t._. DATE: COMMENTS: ChimneyY N NA 7/"B"Vent/Direct Vent Location `Y Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors &Closers Firevvalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if 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 Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doe Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspecti n request received: Queensbury Building&Code Enforcement Arrive: ee am/pm . Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: A NAME: �U I l�= l'� s SUG��T t'S PERMIT#: 0 LOCATION: `- `' (Z-P� . DATE: ► i - � 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 Balusters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Stop Rises 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(I/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18' Above Grade Floor Bathroom W ht/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion. Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. . %Hour Corridor Doors&Closers Firewalis/Fire Separation,2 Hour, 3 Hour Complete/Fire Dam rs/Fire Doors Ceiling Fine Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20'x 30' h ,.CraM Spam Access 18"x 24' Smoke Vents Or Fan, if required Elevator operation and Si na e/Shaft Sealed Handica Bathroom Grab Bars i Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both Sides Active Listening System and Si na a Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required ,- Final Survey, New Structure/Flood Plain-certification,N '�i /VJ1'h-Z1V✓s As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler j Building Access All Sides b Q.7-2 Mea Surface 20'wide Sit 11 Avl CoLlefej- Okay To Issue Temp. or,Peimanent CIW' Okay To Issue C/C L.Suilding&Codes FormslBuilding&CodesNInspection FormslCommercial Final Inspection ReporLdoc Revised January 7,2008 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. �Y, J<; Town of Queensbury 742 Bay Road @ �a J a Queensbury,NY 12804 Scheduled Inspection Date: / Time: Phone: (518)761-8206 Business Name: d cki 1 -1 T Fax: (518) 745-4437 Location: c V— Type of ins chop N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width ---_--__ -__.. --_ __.----...- --- .- ........__._._.- __...._-.._.._ Seconds Aisle Width EXIT SIGNAGE Sign n-normal n Sign-batter J EVAC signs in rooms TRUSS IDSIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System (FDC) - Fj 1,�7I(ef1 aS U. r' �d �r'::'i1G," Fire Suppression-kitchen E l � i l::d Y--, W1It Fire Suppression-Gas Islan9 `''i" Generator Hood Installation � � � Elevator Interior Finishes i Storage Compressed Gas t PY��M'rsndf Clearance to Sprinklers T i ► hiif�'�s Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan l t �i } Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) ❑ Denied I call for Recheck Inspected By: — �- L:\FireMarshal\New Folder\permitto occupyform.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road �, ! j G� 1 ®d Queensbury,NY 12804 Scheduled Inspection Date:_ I / Time: l Phone: (518)761-8206 Business Name: Tly �,fi 1 Fax: (518) 745-4437 Location: G Type of Ins chop N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Fait Discharge AISLES: Main Aisle Width Seconds Aisle Width FaCtT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms c TRUSS ID SIGNAGE �� � EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun l Y Inspection of extinguisher l I , �CN1.1— FIRE ALARM SYSTEM Fan Shutdown ° Fire Sprinkler System FDC T— Fire Suppression-kitchen Fire Suppression-Gas Islan Generator �� �,�j ct �J,•4� ��a� Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled t Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan v Approved (If no other approvals apply,the B&C Office will iss,e the er ftca/ofccupancy) Denied I call for Recheck Inspected By: L:\FireMarshal\New Folder\permitto occupyform.doc 1 ' Commercial Final Inspection eport Office No.: (518) 761-8256 Date Ins ection r e e ived: Queensbury Building&Code Enforcement Arrive: a Depart: 742 Bay Road, Queensbury,NY 12804 Inspector s Ini ' NAME: U PERMIT �C3ST LOCATION: ' • �/ DATE: COMMENTS: YY N NA Chimney/"B"Vent/Direct Vent Location _ Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or E uivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks br-l't�P�►, Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" L` � T� 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. I10 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/hipping Room(2 hr.), 1 %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 St9pping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required \ Final Survey,New Structure/Flood Plain certification,if 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 CL71`�'��L� Okay To Issue Temp. or Permanent C/O _ Okay To Issue C/C ���."�{{ L:\Building& Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Re�d-��rtTdc`6 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1130 am/pm . Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: U r+SS UC ; J T t' S PERMIT LOCATION: t� ; T— DATE: 1— �J��J 14 C ��t7 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 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[Both sides] Active Listening System and Si na e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler � Xd Building,Access All Sides by 2T.._J,Dr-iv� a Surface 20' wide 60e 5 Ur- S Okay To Issue Temp. or P rinanent C J Okay To Issue C/C �;� Gay L�wnrrf L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.do / Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 1 NAME: o LOCATION: j'Gl PERMIT#: < Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the . surveyyhas been: Craig Brown, Zoning Administrator Notes: VtV'J syy✓� Cb L:\SueHemingwayU3uilding.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc Commercial Final Inspectionti� lo Office No.: (518) 761-8256 Date Inspection r s ecei ed: Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: 44 PERMIT#: LOCATION: V, DATE: V �� —� •—� COMMENTS: Chimney/"B"Vent/Direct Vent Location N NA 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)/Cano or Equiv.Equiv. �'��'1 tJ � �ti'�F� 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 G `�p�-��E. f�►�.�! 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 F-o Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors E_� > 10%> 1000 s . ft. d� F — Mpa1E aZ- 3/a Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire G� Dampers/Fire Doors V043fj; Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides) Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Bt ilding Access All Sides by 20' /Driveable Surface 20' wide /Oka To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy We Mcnhal's 0fte Request Rec'd Permit No. `�25 Town of Queensbury r 742 Bay Road j. 1 2-)l Queensbury,NY 128U Scheduled Inspection Date: / Time: c�J Phone:- (518)761-8206 Business Name: Fax: (518)745-4437 Location: of A T" f10 EXITS: Exit Access Exit Enclosure COMMENTS Exit;Discharge' � � �� ��, 2— 4* AISLES: Main Aisle Width �b Secondgy Aisle Width EXIT SIGNAGE � Sian—normal IPA��� �y Si -bane C! 2 , � EVAC st 'ns in rooms C TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: �- Hung Inspection of extin uisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Syeffesslon-kitchen Fire Suppression—Gas Islon X, Generator Hood Installation Elevator Interior Finishes Story e Compressed Gas Clearance to Sprinklers 1S Clearance to Electdcal, Electric Widna Enclose /Labeled Combustible Waste k Vehicle lmoact Protectio Knox Box F.D.Si na e—Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan a 6 M—Ved (if no other approvals dppiy,the B&C Office will Issue the Certificate of Occupancy) �nied !coil for Recheck Ins BY: l:\FlreMarshol\New Folder\permitfo occupyform.doc Commercial Final Inspecti R rt Office No.: (518)761-8256 Date Inspection re est r c ' ed: Queensbury Building&Code Enforcement Arrive: I o -'a m Depart: am �m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials �� NAME: ` _ ��LL�`1 PERMIT#: LOCATION: S M]pl DATE: COMMENTS: Y N NA C c-)Is)C 1.3J 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 ��-, A\ Stair Handrail 34 in.-38 in./Ste Risers 7"/'Treads 1197 �p�. PIRiv Vestibules For Exit doors>3000 s . ft. COMPLETE_ FI ti3flL� All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44" (1)/Cano or Equiv. CC 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 F `A Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site1E Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers _ Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire VWA Dampers/Fire Doors �C 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 Za e/Shaft Sealed C) Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Surve ,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 b 20' /Driveable Surface 20'wide Okay To Issu Temp. or Permane C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection .tor Permit to Occupy Fire Marshal's Office Request Rec'd 7 Permi No. y�1� v Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: (/ Time: Phone: (518)761-8206 Business Name: Fax: (518) 745-4437 Location: — Type of Inspection H/A Yes No EXITS: Exit Access Fait Enclosure COMMENTS Exit Discharge AISLES: - Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Moot 6;;� ` Si -normal Sign-batter )) EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING 1 FIRE EXTINGUISHER: Hun Inspection of extinguisher J � FIRE ALARM SYSTEM I� G G a p Fan Shutdown {/ Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied / call for Recheck Insert By: L:\RreMarshal\New Folder\permitto occupyfofm.doc Commercial Final Inspection Report C r7 0� .Office'No.: (5113) 761-6256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: t 3`' am/pm Depart: am/pm 742 Bay Road, Queens r r"NY 12 Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: 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 Baliisters 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/L.ever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 w x 44'(1)/Canopy(I/Canopy or Equiv. ���. r� ts�•^e "� Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Waoftht I Other Floors Oka Relief Valve,Heat Trap I Water Temp.110 Degm4w Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System_ Fresh Air Supp!y for Occupancy/Ventilation Combustion / Low Water Shut Off For Boilers v Cell- GasFurnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area _ ,� Rc�.� Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers , C /� e,l / Firewalls I Fire Separation,2 Hour, 3 Hour Complete/Fire - (..err-n r - ����1 Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s .ft.Wood Frame Attic Access 30"x 20"x 30" h ,Crawl Spam Access 18"x 24" Smoke Vents Or Fan, d required / Elevator operation and Si na a/Shaft Sealed r e rYuru� Uv Handicapp2g 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 Contlnuous112 in. Beyond[Bow sides Active Listening System and Si na a Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,If As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O LEI Okay To Issue C/C LABuilding&Codes FormslBuilding&Codesllnspection Forms\Commercial Final Inspection ReporLdoc Revised January 7.2008 Inspection for PermitItOccupy ' Me Mc fshal's Ofltce Request Rec'd Permit No, l c —L- ✓ e Town of Queensbury Bay Road Qu l�fz`Or Time:Queensbury,NY 12804 Scheduled inspection Date: , Phone: (518)761-8206 Business Name: Fax: (518) 745-4437 Location: � Type of c&M H/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure bdt Discharge /a AISLES: Main Aisle Width Secondary Aisle Width �1 N[Lv f•�Sr`. �1 t��: I�l'1 Cc�2►�V� EXIT SIGNAGE Sign-normal Si -batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: �U ftl`� e a�•s ��5 I S f ��i� Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Generator c Hood Installation CW V12e Elevator Interior Finishes _ Storage Compressed Gas Clearance to Sprinklers O Clearance to Electrical - I C_cr�j �`p—v Electric Wiring Enclosed/Labeled Combustible Waste c��J� or ids Vehicle Im act Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ® Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Q Denied /call for Recheck Inspected By: L,\FireMorshal\New Folder\permitto occupyform.doc Commercial Final Ins ectio e ort P p Of 1 No.: (518) 761-8256 Date Inspection re ij st rec ved Queensbury Building&Code Enforcement Arrive: a epart: am/� 742 Bay Road, Queensbury,NY 12804 Inspectors Initia _ NAME: J _ PERMI #: D LOCATION: V' DATE: COMMENTS- Y N NA Chimney/"B"Vent/Direct Vent Location _ Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. _ All Doors 36 in. w/Lever Handles/Panic Hardware,if requiredExits At At Grade Or Platform 36(w)x 44" (1)/Canopy or Equiv. 'K�)C) \A Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System C� 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. r 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 f _ Public Toilet Room Handicapped Accessible Handicapped Service_Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage A sembly 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 Drivewayr Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide 13 Okay To Issue Temp. or Permanent C/O _ `�\`Z—_ �`���Vv\V Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc a CORRECTenergy ENVIRON M E N T S, I N C. December 10,2008 Dave Hatin Director Building and Codes Dept. 742 Bay Road Queensbury,NY 12804 Dear Dave, I am writing you to certify that Correct Energy Environments,Inc. applied with an air- less paint sprayer two(2)coats of Andek FireGuard Intumescent Coating as a Thermal Barrier at the new construction site of the Jolly Service Center located on Aviation Road in conjunction with EMCO Construction. The first coat was applied on 11/07/08 and then a second coat was applied the following day on 11/08/08 at a total rate of 200sf per gallon as specified by the manufacturer. After an inspection a few thin areas were revealed and subsequently addressed on 12/01/08.by applying a touch-up coating of Andek.FnreGuard at a rate of 200 sf per gallon: Sincerely; Dan Dombroski Business and Project Development Correct Energy Environments,Inc. ��x_E�ve�eeo MERV �►gri balance? SPRAY RXTU1ETK%WFUAM Spray Foam Insulation SOY ,eAIL P.Q.Box 934 Latham,NY 121.10 (518)461-9457 i - G ASTM E84.04 SURFACE BURNING CHARACTERISTICS i Report No. 16231 - 123306 . Andek Firegard January 12, 2005 Prepared for: Andek Corporation 850 Glen Avenue PO Box 392 Moorestown, NJ 08057-0392 i .aaso Report:No 'k— it No 16231 1233Q6 Page 2 of 8 Q Aiide - Corporation :-. Janua>y 12, 2 ,5 ; ABSTRACT Test Specimetir Andek Ftregard Test Standard: .AS'TM k Test Dater �arivary-07, 2005' t Test Donsor., Andek Corporation Test _Results: F FLAN(E SPREAD-INDEX - 5 SMOKE DEVELOPED :INDEX 30 Thts'reportd o faine f sive ea c anth 4grmatioh c n h Point Laboraronzs Inc_-- ! authorizes the client to reproduce this report only if reproduced en its entirety The desc ripnon of the test procedure,as welt as'3he obsere+aeons anilresults obtuined,contained:herein are true acid accurate withenahe limits of sotcnd engineering practise These results` y 4 apply only for ike specimens tested m the manner tested,and;may not;represenvthe performance°of other sl ecimens from the'same ar other<pToducttorr:lots nor'of the'.-Per resed in corh inatiorii:Wit h:other materials The rest specimen identificaaon.ts as gris: n 4ryontLaboratories u jor ary inaccuracies thetn Oga Pont Prow dyeient ani Ome did not. E select the specimen and►ins not verified the�compostteon, manufacturing techniques or quality assurance procedures:;This report doe not imply certification of the;product,6y Omega Point Laboratories,Inc ,Any tue,'of the Omega Point Laboratories.name,any a6brevuttion., thereof or any Ingo,mark;of symfol therefor for advertising material must be approved in wrttirg ai advance by Omega Po.'nt Laboidtones,Inc The client musC have entered mtt:and be,acavely(�anicipatiirg to a I Tsang, ;Folloav up_Sera+ice'program Products : must''liear Iabeis=with the_:Omega;,Point-Laboratbries'Certificatiori Mark to:rlemonstrate.acceptance by.;0inega Pont;Laborgorie3,Inca. i ,Tan nr 12 2Q05 ,. Eric �G Hutchinson. - Reviewed and ap(iroved Janu.try_ 12: 2005 William E' liit'ch.:PE N 55296 t. Repor€No Report No 1 ,N3 I233Q6 Page 3 eE:`8 i ': anus 12 20Q5 .Andek:CorPotaitan - IINTRODLJCTIOh7 °�- This repi rt describes :the results of the ASTM --E844... Standard Test lvtethod for SURFACE BURNING CHARACTERISTICS 4F BUILDING M ATERIALS , a .method for determining;the comparative surface bumrng behavior of'building materials This test is 1pph�able to;`exposed surfaces, "Such as c etlings or =walls, ;provided hat the,_material or assembly. of materials; by itis awn structural' quality:ar the manner iii which; rt is\aested, and intended for ;use, is capable of, sipportirg itself m psitiot ,or be'►ng supported during the :test pe'rtoci Theu ase d avtoro "thfm etermine h material by P = observing, the flame spread along the specimen: Flame spread and smoke density developed` are- reported,:however, there is .not necessarily a relat tons hip between; these two: measurements;.: "The use of supporting materials on the underside of the test speumen may ;lower the flame spread" index from that which might -lie obtained if the specimen could be tested without such support.'.:. This method may" not be approprtate for obtaining comparative surface bumtng 5 behavior°of some cellularzTastu inatenals Testing _of rnatenals `.that melt, drip, or:delaminate: , to such-a degree that the eontuuitty of=-the flame front is :destroyed, results in low. flame- { spread dices ;that do not relate :directly to indices obtained by testing: materials that remain m: pla - ce` = s Tlits rest method is also published under the 'following designations. ANSI NFPA Z'S5 _UL 723;,: This standard should;be used to measure and desc>ibe the propertites of materials, products; or assemblies to response to heat and flame under controlled laboratory condtttons and.should not be used Co describe or gpprgtse the;fire hazard or fire risk of>,matenals, products, or assemblies under actual fire conditions However, results of this `test may be'used as elements of a fire risk assessment wltch takes Ynto account all=of the #actors which are;pertinent to an 7. msesstrient of'the fire hazard of a:,particular end use, s f St. Report N6 Reporf No 1623_1 .J23306 Paige 4 of ti8' r Andek Cprpoiaion January= 12 20p5' The ASTIvI Ef34 04 (2`5 foot tunnel) test, me"tliod .is', intended to compare: the surface:flame_ . spread and smoke developed. measurements to ihotie. obtained in to "ts of iiiineral fUer.cemeiitF ' board' and selec"t {grade red "oak flooring., The test specimen. surface (18 inches wide and 24 feet long) is -exposed to a •flaming fire exposure. during the-°10 minute test diiratlon,;while .. :flame sgredd' over its "suifk& and deri�ity `of the result►ng smoke are meksur""ed. and:;recorded., Test ;resitltti :are:" preseritedr;a's: the, eomp ited •comparisonti to `the=standard.'calilirattoti:materials. l Z The furnace is 'considered 'under'_cAbrfteion --hen -a 10 minute`test of ;red.oak decking-will. i Bass flame out the end o£: the ,tunnel:,in five`�hinutes, 30 seconds',• plus°' or :minus'15, seconds. Mineral.-filler,cement'board forms=the" .iero point "for "Uoth :flame::spread' ,and'tsmoke, developed, itldexes;, while. the red oak,flooring; smoke developed mciex:ic set a� 100. 'II DESCRIPTION OF TEST'SPEC- I1VfEN Specimen Idecitification: Andek• Fir"egaid :Date 'Received:_ TM3.0%2"004 Date Ptered: 12%30%2004 Coridttconulg (73°l & 50"Yo R.H).= 8 dais Spe�i'men.Wtdtl :(m)1 24. , Specimen 'Length.. (ft): 2-4 ' Specimen Thickness:. Q 2790-in. . . 'Material Weight: N/A oi:/sq yd Total•;Spec-i'men'-Weight: Adhesive or 'coating' application: rate:: (2) :coats of 120-sq. `fr. per. Mou-nti.ng Metlio'd": . The Specimen was Selfsupi orttng`and: was placed directly On the inner ,led'ges of the tunnel: S ecimenlbos r t onr;; The Test specimen ;was described Uy the cliehi as.tlic, "Andek •Firegar-d.Is An Air:Drying;. Hall pated =AquaUonie Co-Polymer Based, :Fl_ id Applied":Coating, "_ Tl e. spec'i men. "consisted, .of (3) 8 long;x �4=in wide x 0 2790-tn:. thick, Andek F�regard ;Coating; app ied m' two. coats:at 12Q sq .ft per gallon to Gunnel lioard Uy Omega Point laboratones .pesorinel The' first coat of the specimen was allowed to::dry,,Uefore the second coat was. p :a plied, 'as 'specified by tlie: chenC's';"application ride; which-`was. supplied'with'the Sample .SuUmittal FoTin Tle coating was white,rin.calor. Tl e specimen-was ideritif�ed'"by'tl e: cl►ent';as "/Andek Tiregard' s f 7.:. Reporr No. Report N6'. :1G231 123306 Page.5 of Andel. CarPoration " January 12; 2005` .. IV TEST RESULTS. The:test results,-computed`on the basis,of observed flame.front advance and electronic smoke,.densiry, measurements are presented in the following table In recognition.of possible variations=and imitatioris . of the testmefhod,,the results,are computed to,the nearest;number divisible by, fve,as autliried:in the test method: Whik'no longer-a part of dais stairdaed`test inethbd, the.:Ad Conklbuted Y4lue.7ids been,can Wed, acid rimy be found on the coinputerprintout street,in.the:.4ppendiz Flame :Spread Smoke: Te's_t _Sp6d ie i Index: <DvA'-ped Index: Mineral Fiber Cement Board 0 0:: Red Oak: Flcoring.: 100: 1,00 Andek.Firegard. The data sheets are iicludedin the Appendix 'These."sheets:are-actual print-outs'ofthe`computerizea' data system which monitors the ASTM184 apparatus,and-contaurail calibration`and specimen data: needed to'.calculate;the.test results. V OBSERVATIONS. During the:test, the specimen";was observed.'ro behave in the following manner.'The fire retardant coating :ignited .at 4.40 (mtriaec). Thi- test continued:"for the 1:0:00: duration:; . After. .the Pest F the:specimen. was:;observed. to bc; damaged as follows; The specimen was consumed from 0 ft. 44 The;fire retardant coating was charred from 5 fts 12 ft; Light. dtscaloration was observed to the c�ating''f_r�m 13 ft �24-ft: A Report Ni- =Report'No ]6231 123306 Page b of 8 ;t Andck Corporation January 12, 20�5 APPENDIX E84 Data. Sheets _ . x ASTM E84 DATASHEETS ` _ k k Client gNDEK CORPORATION; Date 1/?65 Tiine,';03:"1 Test:N'umbe- 4 . • `Protect.Numbers 16231'-123306;. ? Operator EHrCA a Spec�rneri ID; "ANOEK FIREGARD.,;ANDEK FIREGARD IS'AN AIR DRYING HALOGENATED,:. i AQUABORNE C,O-POLYMEWBASEDi,FLUID APPLIED COATING': THE- SPEGIMEN VITAS-SELF $UPFORTING THE`;SPEC,IMEN WAS APPLIED'AT.,A• CALCULATED RATE OF-2"CQATS'AT 120 SQUARE'FEET PER,GAl6k i 1 i TEST RESULTS FLAMESPREAD INDEX,', 5 SMOKE DEVELOPED INDEX.; 30.. SPECIMEN DATA.. i Time to Ignition (sec); 380, Time"to Max F$ (sec)i 319, Maximum. FS (feet):' 16 Time tb 980 °F (sec); Never Reached; s Max-Tempe�atufe ff- 539• . yy Tune to°'Max;Temperature'(sec): B00 . ToteFuel Burned(cubic feet): 51.38? q FVTime;APea (ft*min):' Smoke"Area'(%A*min); 29.6' Fuel Area-(°F'miri)3 47033. :Fuel,Cantribufgd Valuei. 0 . Unr6un ied F.,1: ,W 'CALIBRATION DATA:. `Time to.Ignition of Last.Red>Oak (sec):., ,:A' Red Oak Srnoke Area{%A'min) : . 'Red:(7ak Fuel Area(,F'mm): 8587 Glass Fi6er.Boar'd Fuel Area(*F-*q):, - o Project No: 't6231-123306;, FLAME SPREAD'(ft) �r 16,7, '- - - R 4: t 0.0 05 '10 15, 20 25t 30 3.5 40 4.5 50 55 80` 05 70 75 '8:0. d5 •80 8.5' '10.0. - Smora ke (%A) 1'. : 0.4 io 5�0. ,515 8r0 - 85 7.0. 75 ::80 015. ''910 9,8, Temperature(°F): - ` 2000: 1400 i y . '0.0 0 5„°,:1 0 -1.5` 0. .2,5, 3 0, 8:5 4 0: 4 5 5 0 9,5 ":1 Time(mm}; i �y ` Septic Inspection Report Office No. (518) 761-8256 Date 1.9�T� e s r ve . Queensbury Building &Code Enforcement Arrive: m D art: a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi / ,rJ NAME: O/I 9- PEFECT LOCATION: � � IN ON: RECHECK: Comments and/or diagram Soil Type: Sand / Loam/ Clay Type of Water: Municipal / Well Water _ Waterline separation distance ft. J Well separation distance E p pp 6 Ri,�.Other wells: ft. � Well Casing Length 50' + / - Y N . N/A f 1 at)p 6 N U-Z iJ Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. ��-� V2 L�Lj Size of Stone Seepage Pits: Numbers Size: x Stone Size: -2— Pt31A� �t RS A Ik Piping Size Type Building to tank �` —�,��-- - - Tank to Distribution Box fw Distribution Box to Field / Pit Q Opening E d Ca Sealed: Y_N Inlet/Outlet Pipes &Baffles Y_ N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y Engineer Report and As-Built _Y_ N Location of System on Property: Front/tus: ar Left Side Right Side Middle Front Middle Rear��� System Use S Approved Partial Appro d and -- Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Ins ion request received: Queensbury Building&Code Enforcement Arrive: �" am/13111 Depart: am pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: U I �, C SSG Gt pvre_5 PERMIT NO.: LOCATION: !' / �'�(�_. INSPECT ON: RECHECK: Comments and/or diagram Sail T Clay -Typeof Water: unici Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench Depth of trenches "Z"3 ft. Size of Stone 2.� ��,r,� c� X-e rw aN See a e Pits' Number Size' x -@� ^ Stone Size: Piping Size Dpe Building to tank D pjl Tank to Distribution Box pvC Distribution Box to Field Pit '� J Opening Sealed N Partial End Ca rL / Inlet/Outlet Pi Baffles s &Baes Y N � 0� �/ ehs�a� / Location/ Separations /Ve,y 7��� -y� J_X 4-:1 Foundation to tank ft. / ,� Foundation to absorption ft. Separation of Pits ft. Conforms.6§,per Plot Plan Y N Engineer Re rt and As-Built _YX N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6105 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: i!; INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for Ou( orn c'eii r1 providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Foundaation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM 1 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: //&L cz.:) - PERMIT#: LOCATION: 4q Z INSPECT ON: TYPE OF STRUCTURE: Comments Y IN N/A Footings V/4 6 e.C Piers Monolithic Slab r -///j- Reinforcement in Place The contractor is responsible for S/4 4 providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backf ll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: , . C _S PERMIT#: 0(5; --V T(Y LOCATION: t1al INSPECT ON: I TYPE OF STRUCTURE: ry comments Y N N/A Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 7-1 l A for 48 hours following the placement S of the concrete. Materials for this purpose on site. 63vk r'" /At pl� Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0 -0c) /—3 AV Rough Plumbing I Insulation Inspectio ' Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: :9-st-1 am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:_ NAME: O !` PERMIT #: olf"� LOCATION: 1 INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 15 minutes Insulation/ esidential Check/Commercial Check sy T e imilar Exterior Sealant JGr Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised:February 15,2005, revised January 7,2008 ao) -� �vr Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: ala am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT* LOCATION: MIA1 / INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing A 1 ss 22"x 30" minimumA Ile— p (' Jack Studs/Headers Bracing/Bridging Joist hangers 1 i Jack Posts/Main Beams SNG V/'�J Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. O 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesXinspedion Fomr.Traming Firestopping Inspection ReporLdoc Revsed January 7,2008 —A o rs J6 Commercial Final Inspection Deport Offic No.: (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: r,0 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: _ Off—,3s X LOCATION: �', DATE: COMMENTS: rY�. Chimney/"B"Vent/Direct Vent Location Y N NAPlumbin Vent Through Roof 6"/Roof Complete c`o Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks je�v�y� Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka _ Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers _ Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Si na e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driv urfaee 20' wide Okay To Issue Temp. or Permanen /O 6A- Okay To Issue C/C rt.`� L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection RepodO- Rough Plumbing / Insulation Insp tion Report Office No. (518) 761-8256 Date Ins ection requ r i Queensbury Building &Code Enforcement Arrive: a part: * m ar 742 Bay Road, Queensbury, NY 12804 Inspector's tnrtral . t NAME: JCS d PER IT #: LOCATION: ; INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place Yff-inclf'minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report,revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection que lv_ CO-Vor Queensbury Building & Code Enforcement Arrive: ✓ m am 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: jDffcl PERMIT #: LOCATION: t_d-7 L( 0Vj w-Et 64A k1Z INSPECT ON: t)Z4dr TYPE OF STRUCTURE: _y A do �fte- �c)_.Ndjl-Plates Ar- �,R ,t C umbing Vent ei"ts in Place 1 Y2inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.1 for 15 minutes Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door I Window Sealed No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 / -2 IA--L; Framing / Firestopping Inspection Report 0 Office No. (518)761-8256 Date Inspectigw request received: Queensbury Building&Code Enforcement Arrive: b-l5 am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect rb s Initials: NAME: � � s � � PERMIT#: � LOCATION: INSPECT ON: TYPE OF STRUCTURE: 7 Framing Y N NIA COM MENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft sto in 1,000 sq. ft. floor trusses 11�6hor Bolts ft. or less on center Ice and water shiel 4 inches from wall on 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in Cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L'Buitding&Codes Forms-01-DU3uitding&CodesUnspedion ForrnsTraming Firestopping Inspection Repoet.doc Revised January 7,2008 Rough Plumbing I Insulation Inspe t n Report Office No. (518) 761-8256 Date Inspection r est e ' ed: Queensbury.Building &Code Enforcement Arrive: 2i)�a / �rt: 1 ar m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: .NAME: / c LOCATION: INSPECT ON: e —� TYPE OF STRUCTURE: _—� Y N NIA Rou h PlumbinNail Plate on Plumbin V / ~, Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum - Clefinout every 100 feet/change of direction eOl ss re Test ent D / Ai ead _ P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/ Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 i- 1 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins ction est v Queensbury Building &Code Enforcement Arrive: =30 rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia . NAME: JPERMIT A _ — LOCATION: —' INSPECT ON: Z - TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing �CiJ�(� �� Q ' Attic Access 22°x 30° minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12° O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck.Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side f inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fonns-01-13\130ding&Codesllnspection FormsTraming Firestopping Inspection Report.doc Revised January 7,2008 1� -1Z Foundation Inspection Report Office No.(518)761-8256 Date Inspection r re ed: Queensbury Building&Code Enforcement Arrive: p; c, epart: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: NAME: ©�L T#: - LOCATION: H k\) \ -1 D INSPECT ON: - TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place - �Q � Footing Dowels or Keyway in place Foundation Dampproofmg v �� Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. T7 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /- 3 `"-7 Foundation Inspection Report Office No.(518)761-8256 Date Ins ection r est ed Queensbury Building&Code Enforcement Arrive:' =Di m Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . NAME: ll-e� P #: , LOCATION: AV� SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings L Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection re est e i d: Queensbury Building&Code Enforcement Arrive: - p Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: NAME: RMIT#: d 3 LOCATION: AV -1-1 c.— f Z- SPECT ON: / TYPE OF STRUCTURE: ommen#s Y N N/A ootings •ers 40� Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete: Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump JIM19 Drain Stone: ch width 1 Approval 1/ r Rough Grade 6 inch droj5-w—ithin 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM //(C) Foundation Inspection Report Office No.(518)761-8256 Date Ins ection r est a iv d: Queensbury Building&Code Enforcement Arrive: ✓ Depart: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: NAME: C7 E T#: LOCATION: SPECT ON: TYPE OF CTURK Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab (` -ApPrcitial� .Plu g U,I'd Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date InsWtionqueciv Queensbury Building&Code Enforcement Arrive: Depart: a m 742 Bay Rd.,Queensbury,NY 12804 Inspecto . - NAME: P RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: ` Comments Y N N/A Fo Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump t' Drain Stone: ch width 6 ' ches-ab tin Val b' gUd Sl /C p er Rough Grade 6 inch drop within ft. L:\Building&Codes Forms\Building&Codes\Inspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection report Office No.(518)761-8256 Date Inspection reque ceiv / Queensbury Building&Code Enforcement Arrive` c L-. In 742 Bay Rd.,Queensbury,NY 12804 Inspector's In 'a . NAME: (�C �`� "5 SGGbT �S ERMIT#: Z U LOCATION: -�M � SPECI'ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg 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 lumbm g 'nder Slab PVC` ast/Copper Foundation Insulation Interior/Exterior R- Doi Rough Grade 6 inch drop within 10 ft. ' L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM l0 4 Foundation Inspection Report Office No.(518)761-8256 Date InsI'INCT ed: d Queensbury Building&Code Enforcement Arrive: Depart. pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 3� NAME: � � rLOCATION: N: �AI /Cj TYPE OF STRUCTURE: Ft G JA-qS Comments Y N N/A Footings Piers Monolithic Slab Re' orcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection r q� st.r cc'�ed� Queensbury Building&Code Enforcement Arrive: in Depart: I 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initla NAME: RMIT#: d - LOCATION: t-1-(LI R,31 RT t DiJ R n INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ re ved: Queensbury Building&Code Enforcement Arrive: `�C� pm y epart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: ;l(, ` �v f U ERMIT#: LOCATION: 6- SPECT ON:VOCa0TYPE OF STRUCTURE: Comments Y N N/A Footings:. Piers ' Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval -��bi�g Under Slab , opepr ltd undation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C _ Y Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ ed: Queensbury Building&Code Enforcement Arrive: _� m �epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: RMIT#: .. LOCATION: Q "1 SPECT ON: -TL�—riR TYPE OF STRUCTURE: Comments Y N N/A Footings ,` \� P tv Monolithic Slab Reinforcement in Place ��� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Re ort Office No.(518)761-8256 Date Inspection're west ceiv d a—a� OS Queensbury Building&Code Enforcement Arrive: i Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: P T#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Y N N 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 enforcement in Place FootingDowels or Keyway in lace yw Y P oundation Dainpproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ---6 inches above footing reset areas under slab B_ackfill Approval --�Plumbing Un er a PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspe ti �reest received: Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector' Initials: NAME: j� PERMIT#: LOCATION: = INSPECT ON: % Z C), TYPE OF STRUCTURE: Comments Y N N/A Footings Piers -MM�1ith1E�SIa Reinforcement in lace The trfor 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 Ll Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Ir�trtL MIDDLE DEPARTMENT Y�NSPECTION AGENCY, 11',,TC. that the electrical wiring to the electrical equipment listed below has been examined and i ayp�aveds. being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect ort the date rioted below and is issued subject to the following conditions. Oviner: Date:Jolley 08/11/2008 i Occupant, Unknown Location: 474 Aviation Rd. Occupancy: Queensbury, Warren Co. NY 3 Non-Residential r ; Applicant; Priority Electrical Design -IgniJ�'*R 26F Congress Street#/ 3 - T" p� E +� A Ott .� ''fza•. Saratoga ,Sprin9 s 4.�� 5y��'""• �"' y�'� ��`�w mow'""tic pf �� �r 140,A'"a Raymond A. No k M. �. I 3180 4 ;- p � ti Equipment: � �'�;� •�• a ;i,h,` :r .�- ��,f 200 - + rnp, Service Equipm nt 4/0 T • •. ..ea ! A n m �'�,'. r � a C ja �;�,h��' , ..L` .� � �i�,c,e•raStpsnu�a•vrn�.nr.•lY,y�Fq=' I �2.yn:� '4;''�+aaa+ �, �s � �'m'• ,m� ems°" ,I, p I i ` ? iiS ervicop appl(es.to the electrical wiring to the electrical equipment listed immediately null and void. This certllieate appues only to il)a use,oaa.paocyr arm p atuove ano the installation inspected as of the above noted date based on a visual ownership as Indicated herein. Upon a change in the use,ooaupaney or awr+etatV. n!Wlion PJq warranty is expreasad or implied as to the mechanical safety,effi• of the property indicated abov9,this certilicate sl'iall brrt Immedialt4y nut;slid voRi• � { ,,ency or fitness cl the equipment for any particular purpose. This certificate shall In the event that this certificate becomas_invalid baRed upon the 8bo,11-cCot br'rut, s , os valid for a period or ong year from the above noted data'. Should the electrical this certiflcate may be revalidated upon reinspoction by Middy G0uhlrarkraart9 system to which this csrbflcate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be subm�iu'-d trr,Iki t as an, the mrroduct,an of edd�6onal elootrical eQuipment andior the repracement of Department Inspection Agency, lne. to lnitiata the Inspeetion and retva9ldag!wrt ; �,ny C�tnC!'umpOner�ls trtslalled as of the above noted date,this certirx:ate shall bg process. A fee WIlI be charged for this service. r -z cio Pt� Foundation Inspection Report r f' Office No.(518)761-8256 Date Inspectionrrece.Queensbury Building&Code Enforcement Arrive: � k Dpart:7" p742 Bay Rd.,Queensbury,NY 12804 Inspector's InitiNAME: �. LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N/A Footings iers i Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection r iv Queensbury Building&Code Enforcement Arrive: p Depart: 1 ob am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi < T l NAME: RMIT#: LOCATION: ✓' SPECT ON: S TYPE OF STRUCTURE: Comments Y N N/A Footings c Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM { evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-08-15-08 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Pallette DATE: 08-15-08 LOCATION: All footings outside perimeter of building JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 766362 4589 9.0 1515 1552 1601 5 5.0 79 4.5 78 4000F Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Craig 1 5619 08-18-08 08-22-08 144.2 7 4020 5620 08-22-08 144.4 7 4100 Transported By: EM 5621 09-12-08 144.2 28 5190 5622 09-12-08 144.7 28 5110 Remarks: 5623 144.7 H Weather: Sunny 5624 144.7 H Specification at 28 Days: 4K Average 28 Day Strength: 5160 Average 56 Day Strength: 1 evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-08-23-08 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Pallette DATE: 08-23-08 LOCATION: Foundation wall JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 766815 - 11.25 0715 0749 0752 7.0 70 6.8 80 4000F Set 1 of 6 cyls 6 766819 - 11.0 0830 0849 0854 6.5 70 6.4 82 4000F Set 2 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:MT NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:NW Foreman & Pallette Driver 1,2 5823 5829 08-25-08 08-30-08 144.7 146.5 7 4050 3790 Transported By: 5824 5830 08-30-08 144.4 146.7 7 3910 4190 5825 5831 09-20-08 144.9 147.0 28 4890 5190 Remarks: Retarder Admix added 5826 5832 09-20-08 144.7 146.2 28 4010 4260 5827 5833 144.4 146.7 H Weather: Sunny 5828 5834 144.9 146.5 H Specification at 28 Days: 4K Average 28 Day Strength: 4450/4730 Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-08-29-08 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Jointa Galisha DATE: 08-29-08 LOCATION: Foundation walls JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m.) Temp Air Temp. Set No. Plant Total Remarks +Field 1 767174 4574 10.25 1618 1640 1700 5.0 80 6.0 77 - Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:HB NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: 1 6192 09-02-08 09-05-08 145.2 7 3880 Transported By:EM 6193 09-05-08 145.4 7 3890 6194 09-26-08 146.0 28 4680 Remarks: 6195 09-26-08 145.7 28 4950 Weather: Mild 6196 144.2 H 6197 144.2 H Specification at 28 Days: 4K Average 28 Day Strength: 4820 Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-09-05-08 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Pallette DATE: 09-05-08 LOCATION: SOG basement floor JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 767362 4587 10.0 0545 0610 0620 5.25 66 6.6 82 4000F Set 1 of 6 cyls 2 767366 4585 10.0 0645 0730 0745 6.0 68 6.8 82 4000F Set 2 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:JSC NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: 1 6408 6414 09-08-08 09-12-08 146.7 143.1 7 3790 3230 Transported By: 6409 6415 09-12-08 146.0 143.1 7 3750 3100 6410 6416 10-03-08 145.7 142.1 28 4830 4020 Remarks: 6411 6417 10-03-08 146.2 143.7 28 4780 4070 Weather: Clear 6412 6418 145.7 142.6 H 6413 6149 146.0 143.4 H Specification at 28 Days: 4K Average 28 Day Strength: 4810/4050 Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-09-17-08-1 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Jointa Galusha DATE: 09-17-08 LOCATION: Slab on deck(entire slab) JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 967839 4560 10.0 0557 0640 0704 - - - - 4000F 2 767840 4587 10.0 0613 0630 0705 - - - - 4000F 3 767841 4588 10.0 0633 0703 0721 7.0 49 9.9 73 4000F Set 1 of 6 cyls 4 . 767842 4561 10.0 0639 0710 0734 - - - - 4000F 5 767843 4558 10.0 0708 0736 0802 - - - - 4000F 6 767844 4557 10.0 0726 0759 0818 7.5 53 9.3 72 4000F Set 2 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:TM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: 1,2 6882 6888 09-18-08 09-24-08 137.0 139.3 7 1870 2450 Transported By:JS 6883 6889 09-24-08 137.0 139.8 7 2130 2470 6884 6890 10-15-08 137.0 139.8 28 2590 3430 Remarks: Fiber mesh polyheed 99 6885 6891 10-15-08 137.3 138.6 28 2670 3360 6886 6892 11-12-08 137.3 138.8 56 3280 3560 Weather: Sunny 6887 6893 11-12-08 137.8 139.1 56 3500 3630 Specification at 28 Days: 4K Average 28 Day Strength: 2630/3400 Average 56 Day Strength: 3390/3600 evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-09-17-08-2 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Jointa Galusha DATE: 09-17-08 LOCATION: Slab on deck(entire slab) JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m.) Temp Air Temp. Set No. Plant Total Remarks +Field 7 767858 4559 10.0 0807 0838 0854 - - - - 4000F 8 767861 4561 3.5 0839 0908 0916 - - - - 4000F COMPRESSIVE STRENGTH DATA SET LABORATORY. DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:TM NO. NO.' RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: Transported By:JS Remarks: Fiber mesh polyheed 99 Weather: Sunny Specification at 28 Days: 4K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-09-19-08 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Pallette DATE: 09-19-08 LOCATION: Plant box main entrance JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 762145 4584 8.5 1414 1440 1520 10 6.0 66 - 64 4000F Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Craig 1 7071 09-23-08 09-26-08 141.6 7 2930 Transported By:TM 7072 09-26-08 141.6 7 1960 7073 10-17-08 142.9 28 3500 Remarks: 7074 10-17-08 142.1 28 3610 7075 11-14-08 143.7 56 3770 Weather: Sunny 7076 11-14-08 142.9 56 3760 Specification at 28 Days: 4K Average 28 Day Strength: 3560 Average 56 Day Strength: 3770 evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-09-22-08 CONTRACTOR: Northwoods CONCRETE SUPPLIER: Clemente DATE: 09-22-08 LOCATION: Front(north side) planter foundations JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m.) Temp Air Temp. Set No. Plant Total Remarks +Field 1 768060 4558 9.0 1620 1655 1749 6.5 69 8.5 68 4000F Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:TM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: 1 7053 09-23-08 09-29-08 141.9 7 3270 Transported By:MT 7054 09-29-08 143.1 7 3260 7055 10-20-08 142.6 28 4460 Remarks: Polyheed 997 7056 10-20-08 142.4 28 4600 Weather: Sunny 7057 142.4 H 7058 142.4 H Specification at 28 Days: 4K Average 28 Day Strength: 4530 Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: F-08-187-10-08-08 CONTRACTOR: Valley Petroleum/EMCO CONCRETE SUPPLIER: CBC DATE: 10-08-08 LOCATION: Pump canopy pier footings (3) JOB NO: FDE-08-187 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Plant Total Remarks +Field 1 1813108 413 9.0 1445 1510 1525 4.75 62 7.8 62 C35R280 Set 1 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:JSC NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: 1 7705 10-09-08 10-15-08 142.4 7 3120 Transported By:JS 7706 10-15-08 142.6 7 3110 7707 11-05-08 142.4 28 4190 Remarks: 3K required 3.5K mix 7708 11-05-08 142.1 28 3790 Weather: Clear 7709 142.6 H 7710 141.9 H Specification at 28 Days: 3.51K Average 28 Day Strength: 3990 Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-08-26-08-1 CLIENT: EMCO DATE: 08-26-08 CONTRACTOR: EMCO JOB NO: FDE-08-187 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 12 -107017 104.2 3.7 95.9 95 194 8'Nof S wall 2 12 -1070F 104.5 4.2 96.1 95 194 33'N of S wall 3 12 -970F 103.9 4.1 95.6 95 194 8'N of S wall 4 12 -970F 105.1 5.7 96.7 95 1 194 33'N of S wall 5 12 -87017 105.3 3.9 96.9 95 194 8'N of S wall 6 12 -870F 103.4 4.4 95.1 95 194 33'N of S wall 7 12 -770F 104.6 4.9 96.2 95 194 8'N of S wall 8 12 -770F 104.2 3.3 95.9 95 194 33'N of S wall 9 12 -670F 105.7 4.3 97.2 95 194 8'N of S wall 10 12 -670F 105.2 3.0 96.8 95 194 33'N of S wall Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 194 115.4 12.8 C-F Sand, Some Silt, trace Gravel Remarks: SB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: TM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 23225 B=Footing Bottom evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 El PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-08-26-08-2 CLIENT: EMCO DATE: 08-26-08 CONTRACTOR: EMCO JOB NO: FDE-08-187 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 11 12 -570W 105.3 4.0 96.9 95 194 8'Nof S wall 12 12 -570W 106.3 4.7 97.8 95 194 33'N of S wall 13 12 44"TOW 105.4 3.9 97.0 95 194 33'N of S wall Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 194 115.4 12.8 C-F Sand, Some Silt, trace Gravel Remarks: SB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: TM =Grade TOW=Top of Wall B G=Bearing Grade FF=Finished Floor Troxler S.N.: 23225 B=Footing Bottom evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-08-26-08-3 CLIENT: EMCO DATE: 08-26-08 CONTRACTOR: EMCO JOB NO: FDE-08-187 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 12 -1070W 106.1 5.2 97.7 97 194 8'E of N wall 2 12 -1070W 105.7 5.5 97.2 97 194 31'E of N wall 3 12 -1070W 106.7 4.8 98.2 97 194 54'E of N wall 4 12 -10'TOW 106.5 5.7 98.0 97 194 7TE of N wall 5 12 -970W 106.3 4.7 97.8 97 194 8'E of N wall 6 12 -970W 106.4 4.0 97.9 97 194 31' of N wall 7 12 -970W 107.3 4.2 98.7 97 194 54'E of N wall 8 12 -970W 106.1 4.7 97.6 97 194 7TE of N wall 9E12 12 -8'TOW 106.0 4.5 97.5 97 194 8'E of N wall 10 -870W 106.1 3.6 97.6 97 194 31'E of N wall Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 194 115.4 12.8 C-F Sand, Some Silt, trace Gravel Remarks: SB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician:TM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 23225 B=Footing Bottom evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-08-26-08-4 CLIENT: EMCO DATE: 08-26-08 CONTRACTOR: EMCO JOB NO: FDE-08-187 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 11 12 -870W 106.7 4.4 98.2 97 194 54'E of N wall 12 12 -870W 106.0 4.4 97.5 97 194 7TE of N wall 13 12 -770W 105.4 5.3 97.0 97 194 8'E of N wall 14 12 -TTOW 106.4 4.8 97.9 97 194 31'E of N wall 15 12 -TTOW 105.8 4.1 97.3 97 194 54'E of N wall 16 1 12 -770W 106.6 5.0 98.1 97 194 71'E of N wall 17 12 -670W 107.7 4.6 99.1 97 194 8'E of N wall 18 12 -670W 106.4 4.2 97.9 97 194 31'E of N wall 19 12 -6'TOW 106.6 3.9 98.1 97 194 54'E of N wall 20 12 -670W 106.1 5.8 97.6 97 194 171'E of N wall Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 194 115.4 12.8 C-F Sand, Some Silt, trace Gravel Remarks: SB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician: TM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor B=Footing Bottom Troxler S.N.: 23225 evergreen TESTING &ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-08-26-08-5 CLIENT: EMCO DATE: 08-26-08 CONTRACTOR: EMCO JOB NO: FDE-08-187 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 21 12 -570W 106.4 4.1 97.9 97 194 8'E of N wall 22 12 -570W 106.7 5.0 98.2 97 194 31'E of N wall 23 12 -570W 105.5 3.9 97.1 97 194 54'E of N wall 24 12 -570W 106.3 4.8 97.8 97 194 77'E of N wall 25 12 -4'4"TOW 106.6 3.7 98.1 97 194 8'E of N wall 26 12 44"TOW 107.4 2.9 98.8 97 194 31'E of N wall 27 12 44"TOW 105.8 3.7 97.3 97 194 54'E of N wall 28 12 -4'4"TOW 106.6 3.3 98.1 97 194 77'E of N wall Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 194 115.4 12.8 C-F Sand, Some Silt, trace Gravel Remarks: SB=Subbase SSG=Slab Subgrade G=Subgrade TO F=Top of Footing Technician:TM =Grade TOW=Top of Wall G=Bearing Grade FF=Finished Floor Troxler S.N.: 23225 B=Footing Bottom evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-10-07-08 CLIENT: EMCO DATE: 10-07-08 CONTRACTOR: EMCO JOB NO: FDE-08-187 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Center of 10'x4.5 footing (inches) 1 12 -96"FC 108.9 3.9 100+ 95 194 Furthest west 2 12 -96"FC 106.7 5.5 98.2 95 194 Between other two 3 12 -96"FC 110.8 3.3 100+ 95 194 Furthest east Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 194 115.4 12.8 C-F Sand, Some Silt, trace Gravel Remarks: Tests are of the 3 footings for island SB=Subbase SSG=Slab Subgrade canopy G=Subgrade TO F=Top of Footing =Grade TOW=Top of Wall Technician:TM G=Bearing Grade FF=Finished Floor B=•Footing Bottom FC=Finished Concrete Troxler S.N.: 31268 evergreen TESTING&ENVIRONMENTAL SERVICES,INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 COMPRESSION TEST REPORT ASTM C109 2" x 2" x 2" CUBE SPECIMENS PROJECT: Exit 19 Mobil CLIENT: EMCO REPORT NO: FDE-08-187 CONTRACTOR: EMCO MORTAR/GROUT SUPPLIER: DATE: 08-28-08 LOCATION: Contractor Made MEASURED DIMENSIONS: 4x8 FABRICATION BY: Contractor Made TRANSPORTATION BY: HB COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE AGE LOAD COMPRESSIVE NO. NO. RECEIVED TESTED (DAYS) (LBS) STRENGTH (PSI) 1 6240 08-29-08 09-04-08 7 43490 3460 6241 09-25-08 28 47740 3800 6242 09-25-08 28 48010 3820 6243 10-29-08 56 60162 4790 Average 56 Day Compressive Strength: 4790 Average 28 Day Compressive Strength: 3810 DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Exit 19 REPORT NO: F-08-187-09-10-08 CLIENT: EMCO DATE: 09-10-08 CONTRACTOR: JOB NO. FDE-08-187 A representative of Dente Engineering was present at the above referenced project for the purpose of picking up concrete test cylinders cast during last week's placement. This representative could not find the cylinders. BY: J Schutt DENTE ENGINEERING , P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Exit 19 REPORT NO: F-08-187-09-17-08 CLIENT: EMCO DATE: 09-17-08 CONTRACTOR: Northwood Concrete, Inc. JOB NO. FDE-08-187 A representative of Dente Engineering was present at the above referenced project for the purpose of observation and testing of concrete placement for a slab on deck. Ambient temperature was 49 F at the beginning of the pour and rose to 56 F at end of pour which was at 9:16 am. According to tickets from concrete supplier., the concrete contained fiber mesh and Polyheed 997. Although a pump was used some of the time, all samples were taken off the chute where the chute was used for placement. BY: T Morse DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax:518-266-9238 ❑ P.O.Box 482 Orchard Park,New York 14127 Phone:716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-9-11-08 CLIENT: Jolly Associates DATE: 9-11-08 CONTRACTOR: JOB NO. FDE-08-187 A representative of QIS, a subcontractorto Dente Engineering, was at the above referenced project to perform a periodic visual inspection of the structural framing members and decking. The drawings were reviewed to provide this representative with an overall knowledge of the project layout and scope. The first floor(basement)structural steel and decking had been installed. An inspection showed the structural bolting to be completely installed and tight. The decking had been entirely installed and installation of the steel mesh and radiant in-floor plastic tubing had begun. The spot welds, which had not been covered up, approximately half the floor area, were inspected and found to be acceptable in size, quantity, and quality. An inspection of the connections from floor level also showed bolt installation to be complete. A spot check (about 1/3 of the columns) of column plumb with a 5' level showed this parameter to be acceptable (within 1/8" over 5'). The roof bar joists were installed. The bridging was bolted, not welded. An inspection from floor level showed it to be complete. A selection of joist to beam welds were visually inspected and found to be acceptable as to size and quality. The roof decking had been laid down and was being inspected. Approximately half of the spot welds had been made. They were acceptable as to quantity, size, and quality. The sheet laps had been screwed together approximately halfway between each joist. The screw installation was complete except for the "lane" between one pair of joists near column line 5. This was pointed out to the welders who said that there had been material piled there when they were installing screws and that they would fix the area. A follow-up inspection should be made during the week of 9-20. By: Lon Ludwig - QIS CWI DENTS ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax:518-266-9238 ❑ P.O.Box 482 Orchard Park,New York 14127 Phone: 716-649-9474 Fax:716-648-3521 SITE OBSERVATION REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-9-22-08 CLIENT: Jolly Associates DATE: 9-22-08 CONTRACTOR: JOB NO. FDE-08-187 A representative of QIS, a subcontractor to Evergreen Testing, was at the above referenced project to perform a periodic visual inspection of the structural framing members and cold-formed steel installation. The roof decking is finished and was acceptable at the time of the last inspection. The roofing material has been installed. The bar joist bridging is complete and acceptable. It consists of all X-bracing. It does not appear that any bridging will have to be removed or displaced to install the mechanicals. The stud walls have been built on the north, south and west sides and most of the plywood sheathing has been applied. The layout and fastening of these walls were observed to be in general accordance with the applicable drawings. There are only two window and two door openings in this area. The tyvek wrap was being applied today. The east (front) wall installation is delayed due to a large excavation and concrete formwork just outside the wall. Wall construction, large windows and the front door, will probably be completed in this area next week. The stairways to the basement have been set in place and the concrete steps poured. The installation is as described in the applicable drawings. The interior walls in the basement are mostly framed. No sheathing has started. Some interior walls on the main floor have been framed but most of this work remains incomplete. Work is underway excavating the holes for the gasoline tanks which are to be delivered Thursday. Concrete work on the island should take about a week, which would put the canopy work about the first week in October. This is when the next visit should be scheduled. By: Lon Ludwig - QIS CWI DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone:518-266-0310 Fax: 518-266-9238 ❑ P.O.Box 482 Orchard Park,New York 14127 Phone:716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Exit 19 Mobil REPORT NO: F-08-187-11-6-08 CLIENT: Jolly Associates DATE: 11-6-08 CONTRACTOR: JOB NO. FDE-08-187 A representative of QIS, a subcontractor to Evergreen Testing, was at the above referenced project to perform the special inspection of the new canopy installed over the newly installed gas pumps. The structural steel portion of the canopy has been erected. However, the sheet metal portion has not yet been installed. The finished concrete has been placed around the columns supporting the canopy. The anchor plates and bolts are no longer accessible for inspection or adjustment. Plumb was able to be verified by this representative. There was no ladder or lift available to perform an inspection of the top portion of the installation. In conversation with site personnel, it was determined that in approximately two weeks, the area around the pumps will be paved and manlifts will be in use for installation of the trim at the top of the canopy. At that time, Dente Engineering should be contacted so that a representative can access- the area to perform the required special inspection of the canopy. By: Lon Ludwig - QIS CWI DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Exit 19 REPORT NO: F-08-187-11-29-08 CLIENT: Jolley Associates DATE: 11-29-08 CONTRACTOR: EMCO JOB NO. FDE-08-187 A representative of Dente Engineering was present at the above referenced project to perform special inspection of the structural portion of the new canopy over the gas pumps. The structural steel and sheet metal framing portions of the canopy have been installed in general conformance with the installation drawings. All structural members are in place. All fasteners appear to be in place and the joints appear to be tight. The cold-formed structural pieces, for the canopy, are installed and were observed to be in general conformance with the installation drawings and all fasteners appear to be in place and tight. The electrical devices, fire protection piping, and signage appeared to not be completely installed and are not part of this inspection. Inspection of the column anchorage was covered in an earlier report. The canopy has been installed in general accordance with the project documents and is acceptable. BY: L.C. Ludwig-QISI ESPC D E engineering and environmental consulting .� JUL 0 2 2000 June 24, 2008 T[UUIV t7F L�UEhiSBURY BUILDING& CODES Mr. Carl Ruprecht SB Collins, Inc. P.O. Box 671 St.Albans, VT 05478 RE: Jolley Convenience Store with Dunkin' Doughnuts and Subway, 474 Aviation Road, Queensbury, NY— Structural Design Calculations Dear Carl, Please find enclosed structural design calculations for the proposed Jolley Convenience Store with Dunkin' Doughnuts and Subway in Queensbury, New York. These should be submitted with your building permit application to the local Code Enforcement Officer. The building design was based on the following: Building Code: New York State Building Code, August 2007 Use Group: M — Mercantile Building Type: 1113 Design Loading: 70.0 psf Ground Snow Load (per Fig. 1608.2) 37.8 psf Roof Snow Load 20.2 psf Roof Dead Load 18.0 psf Roof Live Load ERIK SANDBLOM,PC 91.0 Floor Dead Load 100.0 Floor Live Load VERMONT OFFICE: Basic Wind Speed 90 MPH Wind Exposure Factor B P.O. BOX 212 Max Wind Pressure 21.6 psf 368 AVENUE D Seismic Zone 2 (Specific Seismic Data on plans) SUITE 15 WILLISTON,VT 05495 Also enclosed is the Statement of Special Inspections. _ TEL 802-383-0486 F N E f� Please contact me if you have any questions .<\ y FAX 802-383-0490 �� 0. - SAA/0 O� Sincerely, o. NEW YORK OFFICE: 1785 MILITARY TURNPIKE SUITE 13 Erik C.F. Sandblom, PE PLATTSBURGH,NY 12901 Principal Engineer RoFESsVAP`-- TEL 518-563-9445 Enclosure FAX 518-563-5189 WWW.ESPC-CONSU LTING.COM Building Design Loads Roof Load Combinations Project: Jolley Store, Aviation Rd, Queensbury Job#: 20081182 Location: Queensbury, NY Date: 6/9/2008 Completed By: ES Data Input: Load Combinations(LRFD-Sec 1605) Dead Load D 20 2 psf Snow Load S ` h 37 8 psf 11 AD 28.28 PSF Live Load L 'f psf II 1.2D + 1.61- + 0.5S 71.94 PSF Wind Load W - 12$ psf III 1.21D + 1.6S +f1 L 102.72 PSF Seismic Load E :: `10 psf IV 1.2D + 1.6W +f1 L+f2S 89.18 PSF f1 :: 1;. V 1.2D + 1.0E+f1 L+f2S 78.7 PSF `._ f2 4. .3a 7j VI 0.9D+ 1.6W 38.66 PSF LRFD Condition III Controls 103 PSF Load Combinations (ASD-.Sec 1605) I D 20.2 PSF II D + L 38.2 PSF III D + L+ S 76 PSF IV D +W + L +S 88.8 PSF V 0.61D +W 24.92 PSF VI 0.6D +0.7E 19.12 PSF ASD Condition IV Controls 89 PSF JOBMA; 1 i 'PC , SHEET NO. OF VVV civil and environmental engineering CALCULATED BY- "� DATES P.O. Box 212 Williston, VT 05495 (802) 383-0486 Fax (802) 383-0490 CHECKED BY t, DATE SCALE b F�'�- `30/o v /I IS h � / �{i�Ste'`•<'��`:�1�'="�'�i,.�,a�1 U IG `� CC y 11 i t D PRODUCT207 � ......_._,._}-.,...,.._.-..�_.-,..�-�...l..d,«.._,-.�..,,...-.-z-..,..s.._,a�.,...e...e.....,..,.-....,.�.,........m...y,...,.�...a...e-��.-.�...��......___-.,....--....a,.-...,a..m_'�_�..'-^-......-.......e..e.�a.....a.-..v-,.®.........a,..�...,--...-A�=....-,..�.-..-.�.,-.....s.�... tj JOBZERO s SHEET NO. �-=`• OF civil and environmental engineering CALCULATED Y '"� DATE tom: P.O. Box 212 Williston, VT 05495 (802) 383-0486 Fax (802) 383-0490 CHECKED BY y DATE ` SCALE �' L` icy � ;D;" S 1 l i> �J1. tv�.� f__ - t //� a cT y — l / ( (' .�.,� �' / �- G;:.- In..,;: .�l::.r�•.. y+a,,./ ,•�.7�1� 4�. f� {„"`g.�..- �ad �,.'��r11 � ,i L,,.;:`�...) .::'S��i m �.-..y'tr:y.4 ,�;;b r �..r 1 __ PEZ S � � � .�,.�✓'lf� �I � e L L J ���� r ��rr�_ V`�j'y�-j��lv�j��4�%h��� _y�d�� , a a11� � _f 5\e' .. `_ w''-�.y ir��r i....�``�P �T.-4�• � ( lL" j D PRODUCT207 JOB �i f SHEET NO. OF e civil and environmental engineering CALCULATED BY V DATE P.O. BOX 212 Williston, VT 05495 CHECKED BY DATE (802) 383-0486 Fax (802) 383-0490 SCALE- (U VI k 30 L It 411 ^$ f f r f , 0 PRODUCT207 If JOB - .SHEET N0 � OF _ � j civil and environmental engineering CALCULATED BY I DATE �- �i P.O. Box 212 Williston, VT 05495 CHECKED BY DATE (802) 383-0486 Fax (802) 383-0490 r, C SCALE f _`.•'_i-_.- ,.raw_..:. - (U."j M ; w h � PLE i i , t,1+2 t.f-����.z�F=r L•k'""�� >a���t � �1�� F,,• q��Y`��i} f` Utz IFo g.... f D PRODUCT207 JOB 'Pic SHEET NO. OF civil and environmental engineering CALCULATED BY � � DATE P.O. BOX 212 Williston, VT 05495 CHECKED BY DATE (802) 383-0486 Fax (802) 383-0490 - SCALE @r zz 6 �A-L, &(-7 r D PRODUCT207 � 1 , Joe SHEET NO. OF J civil and environmental engineering CALCULATED BY- DATE ` '(o P.O. Box 212 Williston, VT 05495 Jj (802) 383-0486 Fax (802) 383-0490 CHECKED BY y DATE SCALE FL 60 Yiy�� '� 4r 7��✓ /�1 l^ U S E 1 -1 V L ? U 14! 14 D PRODUCT207 F-M&Hape JOB � ��i 11�9�� ��1��� lJ ��`�i�l�`•��-t.`:;k�.., 1`, •iti•..�•' r SHEET NO. f OF civil and environmental engineering CALCULATED BY `'' DATE P.O. Box 212 Williston, VT 05495 (802) 383-0486 Fax (802) 383-0490 CHECKED BY t ` DATE SCALE 60 83 4 l.. _.... .. _...............:... i�C,��' /���'�'�.-• Cam', `L�; -� ��, �.�,~� — �. 13 I --------- Lj14 l _.....__. . . _.__.. ....._.__.........._ - : -7. .. .. - .. ......_......L,=.�__.. c i tI 5 ��^ I�D}"'t' l ���r�•��i..... �CJi�,7_.•!:.-„ �C.: •_- I(..�J ��']}-.. � � 1 _.,. `'�r`� <a i4 I _; � ..1 L[ D PRODUCT207 Building Structural Design Beam RBI Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB1 Method: LRFD Trial 1 Factored Wu (kips/ft) 3�45 Ru 23.86 Live Load (kips/ft) , 0 58 Mu 82.48 length (ft) 13 83 Mu (live) 13.87 , Fy(ksi) 36' Needed Zx 30.55 Choose: W14X22" Bending Moment Zx in3 3 Mn 89.64 OK Deflection Ix (in4) delta 0.082797 C1' s16 I`: Allowable 0.461 OK Shear di, . h/tw 52.17391 twk 0 23 187 ..... 29.15375 h (T) 'k 12: 234 ..... 36.48116 Fywl factored Vn1 61.43429 OK k0$75 factored Vn2 34.3282610 factored W31 24.13583 OK Building Structural Design Beam RB2 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB2 Method: LRFD Trial 1 Factored Wu (kips/ft) ;3 45 Ru 32.48 Live Load (kips/ft) � 0 58 Mu 152.91 length (ft) 18 83-1 Mu (live) 25.71 Fy(ksi)� ,36' Needed Zx 56.63 Choose: W14X38 Bending Moment Zx (in3) ',61 51 Mn 166.05 OK Deflection Ix (in4) 385 delta 0.147068 C1f 161- Allowable 0.627667 OK Shear KU d14`1 h/tw 38.70968 tw 187 ..... 32.12586 234 . 40.20028 Fyw rk 36 factored Vn1 84.97224 OK k 10625, factored Vn2 70.52001 OK factored Vn3 73.64056 OK Building Structural Design Beam RB3 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB3 Method: LRFD Trial 1 Factored Wu (kips/ft)} 3 6 Ru 39.91 Live Load (kips/ft) � 0��61j Mu 221.18 length (ft); 22 (7 Mu (live) 37.19 Fy(ksi)�� ,�.� 36 Needed Zx 81.92 Choose:;W16 6 Bending Moment Zx Mn 222.21 OK Deflection Ix(in4)� 5$6; delta 0.193743 C1 Allowable 0.739 OK Shear h/tw 39.49275 tw € 345: 187 ..... 34.84539 h (T) 13625 234 ..... 43.60333 Fyw, 36 factored Vn1 108.1807 OK k 12y5 factored Vn2 95.45038 OK factored Vn3 105.9681 OK Jolley Store Sandwich Shop and Dunkin Doughnuts . ESPC Project 20081182 6/10/2008 Roof Beam RB4-Torsional Strength Calculation T 3.66 kip-ft T 3.66 kip-ft T 3.66 kip-ft Es 29000.ksi Es 29000 ksi Es 29000 ksi Length 22.17 ft Length 22.17 ft Length 22.17 ft Trial 1 W14X82 Trial 2 W14X132 Trial 3 14X4X1/4 Tubing Properties bf 1D--"1134 in Properties bf i 14 725;in Properties b v zT in tf0855in tf1 1 03in d, `Alin tw � 0 51 in tw � 0 6451in t 2 in d( 14 31,E in d 14"66 in Resistance Web Resistance Web Resistance b 12.6 b 12.6 b 13.75 d 0.51 d 0.645 d 3.75 b/d 24.70588 b/d 19.53488 R 75.96261 3 Beta �, 0 333 Beta E0 333 R 0.556577 R 1.125885 Total R 75.96261 Flange Flange Angle 0.005304 radians b 10.13 b 14.725 0.6078 degrees d 0.855 d 1.03 b/d 11.84795 b/d 14.29612 L ft Beta E!""M`pu333 Beta 333 Deflection 0.254595 in s �. R 2.108395 R 5.358105 Total R 4.773368 Total R 11.84209 Angle 0.084409 radians Angle 0.034024 radians 9.6725 degrees 3.8988 degrees LH _<,4 ft L4 ft Deflection 4.046801 in Deflection 1.632827 in . .� JOB Qff7 - SHEET NO. OF civil and environmental engineering CALCULATEDBY DATE P.O. Box 212 Williston, VT 05495 (802) 383-0486 Fax (802) 383-0490 CHECKED BY DATE SCALE 57 CL- ju � '_" i 4�t,C%! f.�i\C�I �� 4,�n�'"tl � �©E .�?�•' •.�.,, ,i ff bi a D PRODUCT207 Building Structural Design Beam RB6 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB6 Method: LRFD Trial 1 Factored Wu (kips/ft) 3 6j Ru 39.91 Live Load (kips/ft) 0 61: Mu 221.18 length (ft) 17 Mu (live) 37.19 Fy(ksi Needed Zx 81.92 Choose• W1, ,645 Bending Moment Zx (in3) 823 Mn 222.21 OK Deflection Ix (in4) 586' delta 0.193743 C1 ' 2 161` Allowable 0.739 OK Shear d 16 [3 h/tw 39.49275 187 ..... 34.84539 h h T Z 13 625` 234 ..... 43.60333 Fyw 36' factored Vn1 108.1807 OK k � `1 25 factored Vn2 95.45038 OK factored Vn3 105.9681 OK Building Structural Design Beam RB7 Print Date: 6/13/2008 . Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB7 Method: LRFD Trial 1 Factored Wu (kipsfft) 3 45 Ru 26.01 Live Load (kips/ft) 0 58: Mu 98.07 length (ft) 15 08's Mu (live) 16.49 Fy(ksi) '��36� Needed Zx 36.32 Choose1(1/!,4'.X26, Bending Moment Zx (in3). F r_�40;2 Mn 108.54 OK Deflection Ix(in4) 245i delta 0.095064 C1, ,161' Allowable 0.502667 OK Shear d t3 91j h/tw 47.05882 tw 255; 187 ..... 30.177 h (T) r 234 ..... 37.76159 factored Vn1 68.95465 OK k09375 factored Vn2 44.21794 OK factoredVn3l 35.6782 OK Building Structural Design Beam RB9 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB9 Method: LRFD Trial 1 Factored Wu (kips/ft)( 052 Ru 5.31 Live Load (kips/ft)z 09 Mu 27.10 r length (ft) � q ,20r42) Mu (live) 4.56 Fy (ksi) � 36 Needed Zx 10.04 Choose:,", Bending Moment Zx in3 ,, Mn 46.98 OK Deflection Ix(in4)� °88 delta 0.133215 C1 Allowable 0.680667 OK Shear d 11 31` h/tw 52.5 twi �x, 0 2 187 ..... 25.84203 h (T) 234 ..... 32.33709 Fywj F ;, _36 factored Vn1 46.30608 OK 6875 factored Vn2 22.79321 OK factored W31 14.117 OK Building Structural Design Beam RB10 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB10 Method: LRFD Trial 1 Factored Wu (kips/ft) 0 78? Ru 4.41 Live Load (kips/ft) 0 f3 Mul 12.47 length (ft) 11 31 Mu (live) 2.10 Fy(ksi) u 36' Needed Zx 4.62 Choose: W12X14 Bending Moment Zx (in3) Mn 46.98 OK Deflection Ix (in4) `$8 6 delta 0.018805 C1 ,_, 6'1 Allowable 0.377 OK Shear d 1191' h/tw 52.5 tw `0<2 187 ..... 25.84203 h (T) fg 10 5 234 ..... 32.33709 36, factored Vn1 46.30608 OK factored Vn2 22.79321 OK factored W31 14.117 OK Building Structural Design Beam RB11 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB11 Method: LRFD Trial 1 Factored Wu (kips/ft) o ' 016 Ru 3.77 Mu 27.37 Live Load ki s/ft _ 04 ( p ) ,f length (ft) 29 02' Mu (live) 4.60 Fy(ksi) '� '> 36'. Needed Zx 10.14 Choose1IWf12X14" Bending Moment Zx (In3) 17 4 Mn 46.98 OK Deflection Ix (in4) 88 6 delta 0.271699 C1 , H161 Allowable 0.967333 OK Shear d =`1ks h/tw 52.5 � 191� tw n 0 2 187 ..... 25.84203 h (T) 101 234 ..... 32.33709 F 36 factored Vn1 46.30608 OK �k0 6875 factored Vn2 22.79321 OK factored Vn3j 14.117 OK Building Structural Design Beam RB12 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Roof Beam RB12 Method: LRFD Trial 1 Factored Wu (kip s/ft) .£0}52? Ru 5.27 Live Load (kips/ft) i0 09 Mu 26.65 length (ft) _ 20 25( Mu (live) 4.48 Fy(ksi) 36' Needed Zx 9.87 Choose �.W_,,I m' Bending Moment Zx (in3) ,R 17 4{ Mn 46.98 OK Deflection Ix (in4) $8 6 delta 0.128834 C1 '. ,161` Allowable 0.675 OK Shear d 1„91 h/tw 52.5 tw 0 2' 187 ..... 25.84203 h (T) : I 5 234 ..... 32.33709 Fyw � 36 factored Vn1 .46.30608 OK factored Vn2 22.79321 OK factored Vn3 14.117 OK Building Structural Design Beam B1 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/12/2008 Floor Beam B1 Method: LRFD i ! I 1 i Trial 1 j Factored Wu s/ft ki M. ( p )�. 5,.5026 Ru 40.80178! Live Load (kips/ft) 2.038 Mu 151.2726 1 length (ft)V4 83 Mu (live) 56.03 Fy (ksi) 3 Needed Zxi 56.031 I Choose: W40t Bending Moment Zx (in3) 6t�k5 Mn 179.55OK Deflection i Ix (in4) a.$ delta; 0.1500661� �`�0 C11C I Allowable! 0.4943331OK --------------- I I Shear d 4 h/twI 51.66667 tw M3 187 .....1 33.05724 h (T) '5 S 234 .....1 41.36575 Fyw 36" factored Vn1 103.226410K k5j factored Vn2 66.04607 OK factored Vn31 53.17073,OK Building Structural Design Beam B2 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 j Floor Beam B2 I !Method: LRFD Trial Factored Wu (kips/ft) 5026 Ru', 49.521 Live Load (kips/ft) .038 Mu I 222.86 length (ft) 1$: !Mu (live) 82.54 Fy (ksi) 3t Needed Zx 82.54 I Choose: W18X46 Bending Moment Zx (in3) 90 7 Mn! 244.89'OK Deflection I 1 Ix (in4) 712 delta 0.233291 C1 1611 Allowable: 0.6'01< Shear ! d q, 06 h/tw i 43.05556 tw X 187 ..... 34.84539 h (T) 15 5 234 ..... 43.60333 1 Fyw. 36E factored Vn1 126.3911 OK k z *1 25 factored Vn2; 102.28991OK factored Vn3! 104.1642 OK Building Structural Design Beam B3 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Floor Beam B3 Method: LRFD j Trial � 1 Factored Wu (kips/ft) 27 7' Ruj 10.49j Live Load (kips/ft) 0 47 Mu; 43.28 �,r length (ft) , . 16 5 Mu (live) 16.03 j Fy (ksi) 36 Needed Zx 16.031 Choose:;W12X14 Bending Moment Zx (in3)" 1:7.4 Mn! 46.98OK i Deflection Ix (in4 delta 0.3059191 C1 t61` Allowable 0.55'OK I Shear d ( 91 h/tw', 51 tw 0 2 187 ..... 25.84203 h T 07 234 ..... 32.33709 Fyw 36 factored Vn1 46.306081OK k ,0'6875 factored Vn2 i 23.46359;OK factored Vn31 14.9596210K Building Structural Design Beam B4 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 j 6/10/2008 Floor Beam B4 (Method: LRFD I Trial 1 Factored Wu (kips/ft) 6 Ru 24 9' Live Load (kips/ft) 60 Mu Ea7 length (ft) " 9r92 Mu (live) 29.7611 Fy(ksi) s 36 Needed Zx 39.94 � � I Choose: 1�f16X26 Bending Moment Zx (in3) „ '44 2 Mn l 119.34 OK i Deflection Ix (in4) 30t delta 0.243684 j C1 ,, '6f Allowable 0.664 OK Shear d 5 69 h/tw 54.5 tw 0 26 187 ..... 32.125861 h (T) 625 234 ..... 40.20028 Fyw 3f5, 3 factored Vn11 76.2534 OK k tn0625 factored Vn2j 44.94874 10K factored Vn31 33.33844 OK JOB ®� SHEET NO. OF civil and environmental engineering CALCULATED BY DATE P.O. Box 212 Williston, VT 05495 (802) 383-0486 Fax (802) 383-0490 CHECKED BY DATE SCALE ti r tt ! a t tom' L 3i D PRODUCT 207 Building Structural Design Beam B5 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 I Floor Beam B5 Method: LRFD I Trial i Factored Wu (kips/ft) t 62 Rul 16.14 Live Load (kips/ft) ( 0 Mul 80.35 length (ft) 192 IMu (live) 29.76 I Fy(ksi) 36t Needed Zx 29.76 I I Choose: W14X22 Bending Moment Zx (in3) � z 33 2° Mn' 89.641 OK Deflection j Ix (in4) A99 delta) 0.368587 C1 Allowable 0.664,OK I Shear d 15S 7 h/tw 52.17391 tw £0 23 187 ..... 29.15375' h (T) 1 234 ..... 36.48116 F � 3 factored Vn1 61.43429 OK k E}875 factored Vn2 34.3282610K factored Vn3' 24.13583110K Building Structural Design Beam B6 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 Floor Beam B6 Method: LRFD I Trial1 ! i Factored Wu (kips/ft) Ru 26.761 Live Load (kips/ft) Mu 118.811 rye length (ft) 9 Mu (live) 0.00! Fy (ksi) il a 36 Needed Zx 44.00, I ! j ! ! Choose 1!V'[6X26 t Bending Moment Zx (in3) 442 Mnj 119.34,01< Deflection Ix 301 I delta 01 C1au ,....f61 Allowable; 0.664 OK Shear d t569 h/tw 54.5 tw l--W' Q 25':' 187 .....1 32.12586 h 3 625 234 .. 40.20028 F =fr 36 factored Vn1 1 76.2534 OK ` 25° factored Vn2; 44.94874'OK ------------- factored Vn31 33.33844!OK JOB SHEET NO. OF civil and environmental engineering CALCULATED BY DATE P.O. Box 212 Williston, VT 05495 CHECKED BY DATE (802) 383-0486 Fax (802) 383-0490 SCALE i� 1 t i i t I l D PRODUCT 207 Building Structural Design Beam B7 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 I i Floor Beam B7 Method: LRFD I I Trial 1 j Factored Wu (kips/ft) 2: 275 j Ru 17.931 Live Load (kips/ft) A 4 83' Mu 72.171 length (ft) 6 j jMu (live) ( 26.73; 1 Fy(ksi) �� 3 Needed Zx 26.731 ' i j Choose: WIZQ Bending Moment j Zx (in3) » 29 3 Mn 79.11 OK I I i Deflection Ix (in4) 56 delta j 0.275878 C1 Allowable' 0.536667 OK Shear d12 31 h/tw 40.38462 j tw 26 187 .....! 29.15375' 1 TIC . h (T) 5 234 .....j 36.48116 Fyw �� factored Vn1 62.21966 OK j k v d 875 factored Vn21 44.91652 OK factored Vn31I 40.79942 i OK Building Structural Design Beam B8 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 1 i I I Floor Beam B8 Method: LRFD i I Trial j Factored Wu (kips/ft)nFW 2275E Ru 14.11 Live Load ki s/ft b7' v0 3F Mu; 44.70 length (ft)� Z 67 Mu (live) 16.551 Fy(ksi) Needed Zx! 16.551 i Choose: W[WK: Bending Moment 1 Zx(in3) Mn 46.98 OK I � Deflection Ix (in4), 88r6 ( delta, 0.186299' C1 16( Allowable, 0.422333 OK _I Shear d � �� Ot h/tw; 52.51 tw j 187 .....` 25.84203' h 234 ..... 32.33709 Fyw factored Vn1 46.30608 OK k 4� 875� factored Vn2 22.79321 OK factored Vn3 14.117 OK Building Structural Design Beam B9 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 � I Floor Beam B9 !Method: LRFD I I I I Trial1 j Factored Wu (kips/ft) 05859 Ru 1.32 Live Load (kips/ft) tz=-a422 Mu 1.4811 length (ft) 4 IMu (live) 0.551 Fy(ksi) ., 36F Needed Zx 0.55' I I Choose: L5�3X114, � � Bending Moment Zx (in3)VI'MR!"M2 72 Mn 7.344 OK i Deflection Ix (in4) 51 f delta. 0.01352 11 C1 61 Allowable 0.15I0K I Shear d h/tw 19 tw,, �� 187 ..... 15.58333 h (T) z � 4 75 234 ..... 19.5 Fyw 3 factored Vn1 24.3 OK k �� fY 25 factored Vn2j 19.93026'OK factored Vn3j 20.56787IOK Building Structural Design Beam B10 Print Date: 6/13/2008 Worksheet: Steel Jolley Store Sandwich Shop and Dunkin Doughnuts ( I ESPC Project 20081182 6/10/2008 Floor Beam B10 Method: LRFD I I Trial i I Factored Wu (kips/ft) Ru 17.79 i Live Load (kips/ft) , `5 00' Mu l 7.71 length (ft) 4 !Mu (live) 15.131 Fy(ksi) �� t 36 Needed Zxi 2.86 I Choose: W'6ZXt6 Bending Moment Mn 46.981OK Deflection ' I Ix (in4) ri g8 delta; 0.0256731 ! C1 .� Allowable! 0.164jOK Shear d ,f 1 h/tw 47.72727 tw� & 01 187 ..... 26.99113 I h (T)50 5 234 ..... 33.77499 yw F 83 OK� = factored Vn1 51.278 1 k y CY 75 factored Vn2' 28.999631 OK factored Vn31 20.63556 OK X � i � �,� { �./ i _�}( i i C _. _ _. . ._ � Wit—. .. _ _. _ r � e �_ ` -- � i 1 `�' � r. ..I ��� � �' � i t � r ; a- �- � a s ..,� � J I _ j, f �/ � ,� 1; �-i _ .. �. , ', _ .. ,._, ,�� � �� _ � �s -� �� , .1 � i t i'" �� 4 ,� -� � � �� __.,�y �v� -��- _ , - - � _ .__` i __-� __ �_ __ ' ! �4 : � ' � � F �,',, f r ! r Building Structural Design Beam B11 Print Date: 6/13/2008 Worksheet: Steel 6/10/2008 I Floor Beam B11 !Method: LRFD 1 I � i I Trial ! Factored Wu (kips/ft) =2:`2Z75 Rul 11.33, Live Load (kips/ft)�p „ 0 g3; Mul 28.80! length (ft) ( 17 Mu (live) 10.67 Fy(ksi), � .,� 6_ Needed Zx j 10.67' Choose: W't2X 4 Bending Moment Zx (in3) y„W Mn! 46.981OK c I. Deflection Ix (in4) 8 delta! 0.077337! a C1 ru �1h ! Allowable; 0.339 OK i Shear d h/tw; 52.5 tw 4'2: 187 .....j 25.84203 234 .....1 32.33709 Fyw factored Vn11 46.30608 OK k � a68t factored Vn2! 22.79321 OK factored Vn3 14.11710K Building Structural Design Beam B12 Print Date: 6/13/2008 Worksheet: Steel 6/10/2008 1 j i ( i Floor Beam B12 Method: LRFD j I Trial j 1 Factored Wu (kips/ft) 0405 Ru; 1.001 Live Load (kips/ft) Mu( 1.23 length (ft), 4Vl Mu (live) 0.45 Fy(ksi) Needed Zx 0.45' j Choose: Bending Moment Zx (in3) 2 72 Mn j 7.344 OK j Deflection 5 E�Ix (m4) ,mow delta'; 0.013354 r C1 161 Allowable 0.164 OK I Shear d h/tw; 19, tw z , 187 ..... 15.583331 h (T) 4S 234 ..... 19.5' Fyw N X11 factored Vn1 24.3 OK k t�25 factored Vn2 19.93026 OK factored Vn31 20.56787 OK JOB ®® Ar" SHEET NO. OF civil and environmental engineering CALCULATED BY tDATE P.O. Box 212 Williston, VT 05495 CHECKED BY DATE (802) 383-0486 Fax (802) 383-0490 SCALE J V -C4 J 7 f C D PRODUCT 207 , r* Building Structural Design Columns Print Date: 6V13/2008 VVorkahemt: Sh»a ^ Building Structural Design Print Date:6/13/2008 Worksheet:Concrete Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 fc'(psi) 3000 fy(psi) 60000 concrete density(pcf) 150 overburden density(pcf) 150 soil pressure(psf) 3000 at 10'BG Column Footings F1.1 F1.2 F2.1 F2.2 F2.3 Colum Mark BC1,BC2,BC3,BC4 BC5,BC6,BC7 C1,C6 C2,C3,C4,C5 C7,C8,C9,C10 Load(kips) 100.00 35.00 25.00 77.00 11.00 Column Weight(lbs) 175 91 3546 incl,pilaste 3594 incl.pilaste 3642 incl.pilaste Overburden(ft) 0 0 0 0 0 Footing depth(in.) 12 12 10 10 10 Pu(kips) 100,21= '35,11 ."29.26 $1,31 15.37; Net soil pressure(psf) 2850 2850; ;2875- 2$75 Required Area(sq.ft.)., 35.16 12:3 ` 1p:18' .28.28' S:35' length(ft) 6 4 4 6 4 width(ft) 6 4 4 6 4 Area(sq.ft.) 36 OK 16 OK 16'OK 36iOK 16'f01< Pnet(ksf) 2,78 "2.19, 2,261 Q,JB bar# 5 5 5 5 5 spacing(in.). . 13.2! `14 No.of bars 6 4 4 6 3 actual As(sq.in.) 1,84 1,231 1,23 9192',; Check 2-Way Shear d(in.) 8,375" 8,375 5',375 6375' 6,3751 Bearing area length(in.) 8 5 6 10 6 Critical area length(in.) 16,375'+ 13.375 12,375`< 16.3176 12.375' Vu(kips), ` 95.03 32.38 """,":27;31'- '77,11; 14;35 factored Vc(kips) ,, ,,102.16 OK 83.44 OK _ `58.T7 OK 77:78 OK 58,77 OK Check 1-Way Shear Vu(kips) 32,88 27.81' 4:68 factored Vc kips 56.-5'OK 37.4 OK ( P ) _ 1. .. 3 28.49`OK J'.;49�74:OK '28.49OK Check Transfer of Load factored Pn(kips),• ",114 24;OK 44 qZ OK 6},28'OK 178,5 OK ti4,26'OK Check Moment Strength Mu(ft-kips) '` `"59.38 14.09" Rn(psi) 156,79' S5.79 76.55` 206,05' 40,22 m 23.53 23,53' 23.53'' 23.53' 23:53.' rowe '0,0027' 0.0009+ 010013' 0;0036 0.00f 7;' As(sq.in.) 1,63 OK 4.3>'OK 0A OK 1.65`OK 0;21's'OK a.7,21873312' 7,218733: 7.218733 ;7 218733 5.41405 factored Mn(ft-kips) 526348,09'OK 350898,7 OK :20§30,6iOK ;ti-305454.9=OK 202557jl=OK Check Development alpha abc 1 1 1 1 1 alpha de 0.8 0.8 0.8 0.8 0.8 Ldb(in) "10:7&I :,10;'M w10;76; 10:75 1015 Minimum Ld(in) 2054,OK 20 54sOK 20.ra4;.OK 2Q.54.OK 2Q-54',OK Page 1/2 Building Structural Design Print Date:6/13/2008 Worksheet:Concrete r Jolley Store Sandwich Shop and Dunkin Doughnuts ESPC Project 20081182 6/10/2008 fc,(psi) 3000 fy(psi) 60000 concrete density(pcf) 150 overburden density(pcf) 150 soil pressure(psf) 3000 Wall Footings W1.� W2.1 W1.1 W2.2 Back Wall(deep) Front Wall(shallow) Side Wall(deep) Side Wall(shallow) Roof Load(kip/ft) 1.00 1.00 0.52 0.52 Floor Load(kip/ft) 2.55 2.55 0.73 0.73 Wall Weight(lbs/ft) 1840 1090 1840 1090 Overburden(ft) 0.666667 4 0.666667 4 Footing depth(in.) 10 10 10 10 wu(kip/ft) .: 5 76 2.31` .72;': Net soil pressure(psf) 2900 2400,1 29Q01 24Q0;, Required Width(ft) „2,0i _ 1.¢ ,v,',Q.9; _„•; .8' width(ft) 2.0 2.0 2.0 2.0 Width(ft.)' 2.Q`OK 2, OK 2 Q,OK 2.O�OK Wnet(ksf)' . bar# 5 5 5 5 spacing(in.) 24 24 24 24 No.of bars 0.5 0.5 0.5 0.5 actual As(sq.in./ft) 0.15; 015' Q.15 0.15` Check 2-Way Shear d(in.) 6,375'' 6.'376 6 375` 6W5; Bearing area length(in.) 10 10 10 10 Critical area length(in.)` n/a'' n/a n/ai nlai Vu(kips) n/a n/a: n/a' n/a'. factored Vc(kips) o/a nla' j n/a', n/a Check 1-Way Shear Vu(kips) 0.30 0,12';' 0:14'': 0109,` factored Vc(kips) 14.25OK ,14.25OK ,14.25',OK 14.25`OK Check Transfer of Load factored Wn(kips),� 178:5?01< 178.5`OK f t8Z OK 1117$:5 OK Check Moment Strength Mu(ft-kips) 1.80 0,72,1 Q,85 Q.57; Rn(psi) 13'.66 7.81 m 23.63' 23.53 23.53' 23,53` rowe 0.0004' '0.0002 0.0002: p,QQ01 As(sq.in.) 0.Q6 OK `0.0 ?OK p,03x OK 0.Q2 OK a -1.804683' 1.$04683r 1.804683' 1804683' factored Mn(ft-kips)" 50,369,72''OK :50,69.72',OK 5Q 60,72iOK ;60369,72:OK Check Development alpha abc 1 1 1 1 alpha de 0.8 0.8 0.8 0.8 Ldb(in.) 10.75, 10.75, 1 10 7$ °10,75': Minimum Ld(in.),.y 20,5.4 OK j20.54?;OK 2Q 54'OK ,.20,54 OK Page 2/2 Partners CMEO�� CREK MGIVAUNAM EmmwreEB W L p Associates John M.Tozzi, P.E.Edward V.Woods,P.E. Don Adams, P.E. Wendy C.Cimino, P.E. Donald G.Sovey, P.L.S. Karl H.Detrick Stephanie E.Hodgson Thomas R.Johnson, P.E. Shelly A.Johnston,P.E. Edwin C.Lawson,P.E. Robert W.Osterhoudt,P.E. Jeffrey W.Pangburn,P.E. May 22, 2008 Mark A.Sargent,P.E. Charles Tutunjian, P.E. Mr. Sean Crumb Real Estate Development Manager S.B. Collins, Inc. /Jolley Associates PO Box 671 St.Albans, VT 05478 RE: Transportation Engineering Services,Jolley Store,Aviation Road, Town of Queensbury,Warren County,NY; CME Project No. 07-054d Dear Mr. Crumb: Creighton Manning Engineering, LLP (CME)has completed a Turning Movement Analysis for the proposed Jolley Store on Aviation Road in the Town of Queensbury. This evaluation is based on the"Site Plan"prepared by Bohler Engineering, P.C., dated December 11, 2006 and evaluates the ability of vehicles to maneuver through the site to access diesel fuel pumps. The assessment considered all potential access points to the diesel pumps for four different design vehicles. A. Site Access Assessment Access to a diesel pump located in the center of the easterly fuel island on the site was determined using Autotum Version 5 software. The assessment included using a sport utility vehicle(SUV), a SUV with a trailer, a box truck, and a motor home as design vehicles. It is noted that the SUV turn template is consistent with a passenger vehicle in the Autoturn software. Since it is expected that the majority of the site traffic will be coming to/from Aviation Road(and not from Burke Road south of the site), all of the access scenarios investigated assumed travel to the site from the north. Figures illustrating vehicles maneuvering through the site were developed for each design vehicles for the following conditions: • Vehicle entering from Burke Road and exiting onto Burke Road • Vehicle entering from Burke Road and exiting with a right-turn onto Aviation Road. • Vehicle entering from Aviation Road with a right-turn and exiting onto Burke Road. • Vehicle entering from Aviation Road with a right-turn and exiting onto Aviation Road with a right-turn. Engineers, Planners and Surveyors 17 Computer Drive West,Albany,NY 12205 www.cmellp.com 100 Glen Street,Suite 3B,Glens Falls,NY 12801 phone 518-446-0396♦fax 518-446-0397 phone 518-761-4655♦fax 518-792-0477 Mr.Sean Crumb May 22,2008 Page 2 of 2 Figures lA through 4B illustrate the primary travel patterns expected on-site by each of the studied design vehicles. The"A"figures represent vehicles entering from Burke Road and accessing the diesel pump from the south while the`B" figures represent vehicles entering from Aviation Road and accessing the pump from the north. As can be seen in the figures the SUV, SUV with a trailer, and motor home can maneuver the site to the diesel pump from both directions without any problem. As shown in Figure 3B the box truck has the potential to encounter a slight infringement on the edge of three parking stalls along the front of the building. This potential only occurs with a box truck accessing the outside fuel pump from the north. Since the infringement on the parking stalls is slight, a box truck may still be able to make this movement if a vehicle is parked in any of the three parking stalls. If necessary, the box truck may need to make an adjustment(i.e., a three point turn)to make this move. It is noted that vehicles often make adjustments to their driving patterns to maneuver around fueling and parked vehicles at gas station sites; therefore any slight adjustments needed by a box truck will not be out of the character of this land use. C. Conclusions This letter summarizes a turning movement analysis that was conducted for the project site using four different design vehicles. The project site has been designed to allow a SUV, SUV with trailer, and a motor home to access the diesel pump in a continuous movement assuming no other vehicular conflicts occur. The box truck may have to make a small adjustment in driving pattern to avoid a slight infringement on three parking stalls. It is noted that vehicles often make adjustments to their driving patterns to maneuver around fueling and parked vehicles at gas station sites; therefore any slight adjustments needed by a box truck will not be out of the character of this land use nor does it require redesign of the site. If you have any questions regarding this analysis, or if we can be of any further assistance,please do not hesitate to contact our office. Respectfully submitted, Creig ton Mannin En 'veering, LLP 6 Wendy Ci no, P.E., PTOE JAssociat Attachments F:\Projects\2007\07-054d\Autotum Letter.doc DQNSTATE OF NEON YORK - DEPARTMENT OF HEALTH Glens Falls District Office 77 Mohican Street Glens Falls, New York 12801 (518)793-3893 Fax(518)793-0427 Richard F. Daines, M.D. Wendy E. Saunders Commissioner Executive Deputy Commissioner April 27,2009 Mr.Jim Gillespie Bohler Engineering, LLC 5 Computer Drive West, Suite 203 Albany,NY 12205 RE: Letter of Acceptance Jolley Gas Station,Dunkin'Donuts/Subway Town of Queensbury, Warren County DOH Facility Codes: 56-BE50 and 56-BE49 Dear Mr.Gillespie, This office has accepted the as-built plans for the wastewater treatment system for the Jolley Gas Station located in the Town of Queensbury, Warren County. The system is described on plans designed by your office and titled Site Development Plans for Jolley Associates, Proposed Convenience Store, Sandwich Shop and Dunkin' Donuts w/ Drive-Thru and most recently dated March 3, 2009. This office is requiring one year of daily water meter data to be submitted. The responsibility for the design and proper operation of the waste system lies with the design professional and the owner. The purpose of the Department of Health review is for compliance with the New York State Sanitary Code and does not guarantee proper system operation. Enclosed you will find the accepted plans, one of which is for your records. Please forward a copy to the owner/applicant and one copy to the Queensbury Building and Code Enforcement Office. An additional set of plans will remain on file in the Glens Falls District Office. Please contact me if you have any questions. Respectfully, MLL w Mike Shaw Senior Sanitary Engineer cc: Jolley Associates,Owner/Applicant Dave Hatin,Queensbury Building and Code Enforcement Anita Gabalski,DOH Greg Reynolds,DOH Kristen Sayers,DOH P:\DATA\Becky D\Plan Reviews\OWTS\2009\Approvals\Jolley Associates.doc C� 3T STATE OF NEW YORK DEPARTMENT OF HEALTH Glens Falls Diablo Office 77 Mohican Street Glens Falls,New York 12801 (518)793-3893 Fax(518)793-0427 Richard F.Daines, M.D. Wendy E.Saunders Commissioner Chief of Staff December 22, 2008 Mr. William David Goebe, P.E. Bohler Engineering 5 Computer Drive West Albany, NY 12205 Re: Notice of Incomplete Application Wastewater Treatment System Dunkin Donuts/Subway Exit 19, DOH Facility No. 45-BF05 Town of Queensbury, Warren County Dear Mr. Goebe, This office has completed a review of the site plan for this facility. The plans submitted with the application include sheets 6 and 7 of 13, are titled Jolly Associates, Proposed Convenience Store, Sandwich Shop, and Dunkin Donuts with Drive-Thru and are most recently revised January 14, 2008. Presented below are items that describe additional information necessary to complete the application to this office. 1. This office requires a full set of plans for review. 2. The entire property must be described on the site plan. 3. The water service must be described on the site plan. 4. The proximity of the storm water to the absorption system needs to be addressed on the plan. We only received two of the 13 sheets and as a result could not review this item. 5. The basis of design for the wastewater treatment system is not acceptable. From DEC's 1988 Design standards, the volume of wastewater is estimated based on an "Ordinary Restaurant' and a count of 22 seats. Dunkin Donuts and Subway are fast food take out and the volume of wastewater will depend on the volume of food preparation not sit down service as an ordinary restaurant. An additional volume was added based on the floor space as a shopping center. This is fine, but the other large contributor to the waste stream that was not considered is from traffic in and out of the public rest rooms as a service station. The basis of design should be supported by a reference or using other similar facilities to estimate the volume at this facility. 6. The estimated volume of wastewater is 926 gallons per day. A SPDES permit is required when the system discharges more than 1000 gallons per day. This office is requiring a year of daily water meter data as a condition on the Permit to Operate. 7. The plans should be labeled "As-Built". 8. The infiltration area is calculated based on a 3 foot wide trench. DEC's 1988 Design Standards requires design trench width to be 2 feet. Any deviation from the standard must be justified in the application to this office. 9. Please review the Fill System Figure 10. in DEC's wastewater standards and review the specifications described in this section of the standards. One difference that we noted is the distance from the edge of the trench to the limit of replacement fill. The detail requires 60 inches and the detail on the plan appears to propose 2 feet. Deviations from the standard shall be justified in the application to this office. Page 2 10. From the information provided, this office could not determine if a 4 inch pipe was suspended the length of the trenches or if the dose is applied at one end of the 80 foot trench. 11. The septic tank volume is required to be 1.5 times the volume of wastewater. The plans describe a basis of design of 926 gallons per day. A single 1000 gallon septic tank is described on the plan. It appears as if the septic tank volume is not adequate. Any deviation from the standard must be justified in the application to this office. 12. The plans describe the outlet baffle in the grease trap 12 inches above the bottom. DEC standards require 6 inches from bottom. Any deviation from the standard must be justified in the application to this office. 13. When an applicant/permitee to this office for a proposed food service rents or leases a building from a landlord, and the responsibilities for operating and maintaining the facility is shared by the tenant/landlord agreement, this office requests that the responsibilities be described in the application to this office. This should be the same as the lease agreement. However, It remains the permitee's responsibility to insure that facility is maintained according to New York State Building code. Deviations can result in fines to the permitee. In other words, if the septic system fails and the landlord does not repair or pump the sewage, both Dunkin Donuts and Subway can be fined up to $2000 per day, every day there is a violation. Please submit the requested information to this office. Please be aware, this wastewater treatment system was constructed without DOH approval. The system that was constructed did not follow DEC 1988 design standards. This office will be issuing a sixty day temporary conditional permit to operate while the site plan is being reviewed. This decision is based on very good site conditions and town approval. The Department is under no obligation to issue Subway and Dunkin Donuts a Permit to Operate beyond 60 days if this project does not move forward. In addition, if the design of the wastewater system can not be approved as it was constructed, modifications may be necessary. If you have any questions please call. Respectfully, Aa-12 R11- Mike Shaw Senior Sanitary Engineer cc: Kevin Brough, Subway Applicant/Permitee Jeremiah Burke, Dunkin Donut Applicant/Permitee Sean Bartlett, Landlord Town of Queensbury Building and Codes Anita Gabalski, DOH Kristen Sayers, DOH Gregg Reynolds,DOH EVALUATION REPORT Report Number:0123 '' Expires:7/18/2009 Revised:8/26/2008 PROTECTION dioxide and steam which act together as a blowing Section:07210-Building Insulation agent. 3.2 Surface Burning Characteristics: REPORT HOLDER: 3.2.1 The Sealection AgribalanceTm, at a thickness DEMILEC USA of 5 inches (152 mm) and a density of 0.60 - 0.80 2925 GALLERIA DRIVE ►bs/ft3(9.60-12.80 kg/m3)has a flame-spread index of 15-20 and a smoke-development index of 400 ARLINGTON,TEXAS 76011 when tested in accordance with ASTM E-84. (817)640-49M 3.3 Thermal Transmission, R Values: www.SealectionTM50O.com 3.3.1 The Sealection AgribalanceTM has a thermal info@SealectionTm500.com transmission (R-value) of 4.0 fe- h-°F/Btu (0.71 mZ- K/W) at a 1-inch (25.4 mm)thickness and a density EVALUATION SUBJECT: of 0.60-0.80 Ibs/fP(9.60- 12.80 kg/m3) . See Table 1 for R-value ratings at various thicknesses. SEALECTION AGRIBALANCETM SPRAY FOAM 4.0 INSTALLATION INSULATION 4.1 General: 1.0 EVALUATION SCOPE Sealection AgribalanceTM Spray Foam Insulation shall be installed in accordance with the Compliance with the following codes: manufacturer's published installation instructions ■ 2003 International Building Code®(IBC) and this report. The manufacturer's published ■ 2003 International Residential Code®(I RC) installation instructions and this report shall be strictly adhered to and a copy of these instructions ■ 2004 Supplement to the 2003 International shall be available at all times on the jobsite during Residential Code®(IRC) installation. ■ 2006 International Building Code®(IBC) 4.2 Application: ■ 2006 International Residential Code®(I RC) Sealection AgribalanceTM is spray-applied on the Property evaluated: jobsite using a volumetric positive displacement • Surface burning characteristics pump as identified in the Demilec application • Thermal transmission manual. The Sealection Agribalancerm Resin component shall not be stored, before installation, at • Attic and crawl space installation temperatures below 50OF (10°C) or above 95OF 2.0 USES (350C). Sealection AgribalanceTM shall not be used Sealection AgribalanceTM Spray Foam Insulation is in areas that have a maximum service temperature spray-applied, semi-rigid, low-density, cellular greater than 180OF (820C). The foam plastic shall polyurethane foam plastic that is installed as a not be in contact with rain, water, or soil. The foam nonstructural component of floor/ceiling and wall plastic shall not be sprayed onto a substrate that is assemblies. wet, or covered with frost or ice, loose scales, rust, 3.0 DESCRIPTION oil, or grease. The insulation shall be protected from 3.1 Product Information: the weather after application. 3.1.1 Sealection AgribalanceTM is a two- 4.3 Thermal Barrier: component, open cell spray-applied semi-rigid Sealection Agribalance m shalt be, separated from polyurethane foam plastic system, fully-water blown the interior occupied area of the building by an with a density of 0.60 - 0.80 Ibs/ft3 (9.60 - 12.80 approved thermal barrier of 0.5-inch (12.7 mm) kg/m3). The polyurethane foam is produced by gypsum wallboard or an equivalent 15-minute combining a polymeric isocyanate (A) and a resin thermal barrier complying with and installed in (B). By-products of the reaction include carbon accordance with the applicable code, except where Copyrights V 2CM by tr',terrationa!Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States of America.No part of this publication may be reproduced.stored in an electronic retrieval system.or transmttea,rn any form or by any n eans,e.eclronrc.mecnanrcal.photocopying,recording,or otherwise,without the prior written permiss+on of the publisher. Ph:909.230.5534•Fax:909,472.4171 ■Web:www.iapmoes.org )(Ti= Uas� a Sir et • uRif ;,. r,r.;`�t :'r' -� E EVALUATION REPORT Report Number:0123 Expires: 7/18/2009 Revised:8/26/2008 installation is in an attic or crawl space as described occupied area of the building by an approved in Section 4.4.1 or 4.4.2 of this report. thermal barrier in accordance with Section 4.3. The ignition barrier in accordance with IBC Section 4.4 Attics and Crawl Spaces 2603.4.4.6, and IRC 314.2.3 is not required. 4.4.1 Attics and Crawl Spaces: 5.0 CONDITIONS OF USE 4.4.1.1 The Sealection AgribalanceTm Spray Foam 5.1 The Sealection AgribalanceTm Spray Foam Insulation may be installed exposed in attic or crawl Insulation described in this report complies with, or spaces without a thermal barrier or ignition barrier is a suitable alternative to what is specified in those as described in this section, under the following codes listed in Section 1.0 of this report, subject to conditions: the following conditions: • Entry to the attic or crawl space is limited to 5.1.1 This evaluation report and the manufacturer's service of utilities, mechanical and electrical published installation instructions, when required by systems and the incidental access by the owner the code official, shall be submitted at the time of for storage purposes. permit application. • There are no interconnected basement or attic 5.1.2 The Sealection AgribalanceTm Spray Foam Insulation shall be installed in accordance with the areas manufacturer's published installation instructions, • Air in the attic or crawl space is not circulated to this evaluation report and the applicable code. other parts of the building. 5.1.3 The Sealection AgribalanceTm Spray Foam • Ventilation of the attic or crawl space is Insulation shall be separated from the interior provided in accordance with the applicable occupied area of the building by an approved 15- code, except when the insulation is installed in minute thermal barrier, except when installed in unvented attics in accordance with IRC, Section attics and crawl spaces as described in Sections 804.6. 3.1,4.4.1 and 4.4.2. of this report. • Thermal transfer from the occupied area to an 5.1.4 The Sealection AgribalanceTm Spray Foam unvented attic area is via thermal diffusion Insulation shall not exceed the thickness noted in through the ceiling material. Sections 4.4.1 and 4.4.2 of this report. The foam insulation may be spray-applied to the 5.1.5 The Sealection AgribalanceTm Spray Foam underside of wood floor and roof sheathing and/or Insulation shall be protected from the weather after roof rafters in attics and crawl spaces as described application. in this section. The thickness of the foam insulation 5.1.6 The Sealection AgribalanceTm Spray Foam applied to the underside of wood floor and roof Insulation shall be applied by contractors certified by sheathing must not exceed 10 inches (254 mm). Demilec USA. Exposed rafters may be covered with foam insulation. 5.1.7 In jurisdictions that have adopted the IRC, F when installed in buildings of wood construction, the Foam insulation applied to vertical wall surfaces in attics and crawl spaces must not exceed 5-1/2 insulation shall not be installed on the exterior of inches(140 raw in thickness. foundation walls or below floor slabs on ground or in contact with the ground. The insulation shall have a Installation in unvented conditioned attics is clearance above grade and exposed earth of 6 permitted as specified in IRC Section R806.4. There inches(152 mm)or greater. shall be no insulation or vapor retarder on the attic &1.8 The Sealection AgribalanceTm Spray Foam floor between the occupied area and the attic. knWation is limited to;use in Type V-B construction 4.4.2 Attic Floors: under the IBC and dwellings under the IRC except 4.4.2.1 Sealection Agribalancerm Spray Foam where Fire Performance Evaluation in accordance insulation may be installed exposed at a maximum with ASTM:E-119'and-other applicable tests allows thickness of 19' (254 mm) between and over joists for use in other types of building construction. in attic floors. The Sealection AgribalanceTm Spray Foam insulation must be separated from the interior Page 2 of 4 EVALUATION REPORT Report Number:0123 Expires:7118/2009 Revised:8126/2008 5.1.9 The Sealection AgribalanceTm Spray Foam 7.1 Each package of components for the Sealection Insulation is produced in Arlington, Texas, under a AgribalanceTm Spray Foam Insulation is identified quality control program with inspections by Intertek with the manufacturer's name (Demilec USA), the Testing Services NA, Ltd. (AA-689). manufacturer's address and telephone number, the 5.1.10 Use of Sealection AgribalanceTm Spray Foam product trade name (Sealection AgribalanceTrm), use Insulation as fire blocking has not been evaluated instructions, the density; the flame-spread and and is outside the scope of this report. smoke-development indices; the evaluation report 5.1.11 Jobsite certification and labeling of the number (IAPMO-0123), and the name of the insulation must comply with IRC Sections N1101.4 inspection agency (Intertek Testing Services NA, and N1101.4.1 and IECC Sections 102.1.1 and Ltd.). 102.1.11, as applicable. 6.0 EVIDENCE SUBMITTED See Table 2 for test reports analyzed and accepted l A for this Evaluation Report. P M O 6.1 Data in accordance with ICC-ES Acceptance ES Criteria for Foam Plastic Insulation (AC377), dated TM November 2007. 6.2 Engineering fire risk analysis of comparative IAPM #0123 O crawl-space fire testing. 6.3 Reports of air leakage in accordance with ASTM E 283. 7.0 IDENTIFICATION TABLE 1—THERMAL RESISTANCE(R Value) Sealection Agribalancel Thickness(Inch) R-Value(°F.ftZ.hJBtu) 1 4.0 3.5 14 5.5 22 7 28 9.5 38 10 40 Page 3 of 4 EVALUATION REPORT Report Number:0123 Expires:7/18/2009 Revised:8/26/2008 TABLE 2—TEST DATA SUBMITTED Sealection A ribalance"m TESTS REQUIRED Requirement Lab Report Date Value ASTM C 518 As reported Intertek 3133593SAT-001 Rev 1 2/8-08 4.05 @ 1'thick ASTM C 518 As reported Intertek 3133593SAT-002 Rev 1 2/8108 8.01 @ 2'thick Thermal Resistance at ASTM C 518 As reported Intertek 3133593SAT-003 Rev 1 2/8108 12.04 @ 3-thick 75'F(24'C)mean temperature. ASTM C 518 As reported Intertek 3133593SAT-004 Rev 1 2/8/08 16.39 @ 4'thick ASTM C 518 As reported PRI DMLC4004-02-05 9/6/07 8.16 @ 2'thick Tensile Strength:ASTM D 1623 Note:Closed cell content shall Closed cell content 3 lbffin2,minimum PRI DMLC-004-02-05 9/6/07 Closed Cell=2% be determined in accordance <90% Tens.St.=3.87 psi with ASTM D 2856 Dimensional Stability: ASTM D 2126 15%maximum PRI DMLC-004-02-05 9/6/07 3.16% total change FSI 75 or less Intertek 31181 SSSAT-005 4/10107 15 Surface Burning Characteristics: ASTM E 84 or UL SDI 450 or less Intertek 3118166SAT-005 4/10/07 400 723 FS175 or less Intertek 3118166SAT-007 4110107 20 SDI 450 or less Intertek 311816MAT-007 4110/07 400 Air Leakage ASTM E 283 <0.02 Us•m2 Intertek 3126751-01 7/27/07 <0.02 Us-m2 Critical Radiant Flux ASTM E 970 >0.12 w/cm2 Intertek 3136383SAT-005 Rev.1 215108 0.20 w/crn2 Water Absorption ASTM D 2842 Intertek MID3135945-001 12/28/07 15.27% Water Vapor Transmission ASTM E 96 Intertek MID3131186-001 12f18/07 4.95 Perms @ 5 in. Attic and Crawl Space SwRI 99-02 SwRI 5130/07 Passed 7/19107 Attic and Craw Assoo elc.l Space Analysis Kof KA-03764-W4 9/7/07 Passed Fungal Resistance ASTM C 1338 Intertek 3136027COL-001 5/28/08 Passed Page 4 of 4 PRODUCT DATA ANDEK FIREGARD"' 0=�O- PERFORMANCE Fh MON Wo P1 N SYSTEMS SEALANT DESCRIPTION J Protects substrate against APPLICATION ANDEK FIREGARD is an intu- rust, corrosion, UV damage, All surfaces to be coated must mescent liquid applied, single and salt damage be clean, dry and fee of loose component coating that contains J Easy to apply directly out of particles, oils,grease or any highly effective fire retardants to the container by brush, roller substance that would interfere reduce flame spread in the or airless spray with proper bond.A careful in- event of fire. It is listed by the spection of the surface should Asbestos Information Center J May be used on vertical, be made to detect any signs of and the United States Govern- pitched and horizontal sur- damage or defects, and all re- ment as a suitable sealant for faces without drips and runs pairs should be completed be- encapsulation of low density J Remains flexible,tough and fore application begins. Most asbestos lagging and asbestos weatherproof at low tempera- non-porous, non-metallic sur- insulation.Available in white or tures and will not flow at high custom colors, ANDEK FIRE- 9 faces will not need to be primed. temperatures Metals should be primed with GARD may be used as a water- Polapproof,fire resistant coating over J Water-based formula means should a primed Porous surfaces all types of insulation and other quick and easy cleanup of should be primed with Polaprime combustible substrates. ANDEK equipment 2. Once preparation is c FIREGARD has been in con- J Sets quickly and begins to pleted and any primers arree th oughly dry, ANDEK FIREGARD stant use for over 30 years, pro- cure immediately after appli- may be applied. tecting ducts, pipes,tanks, cation wooden structures, building components, bolers, freezers, J Easy to use single component ANDEK FIREGARD may be ap- production and storage facilities formula means no measuring plied using brush, roller or air- in all types of climates. or mixing less spray technique. The first J 26 standard colors to chose coat should be applied at a rate OUTSTANDING FEATURES from. Custom colors are also of 120 square feet/gallon. Once J Forms a fire retardant finish available the 14 coat has dried, a 2nd coat that protects the substrate J Warrantied for 10 years exte- should be applied at a rate of from combustion and heat rior or 20 years interior J Can be used over insulation, polyurethane foam, metals, SPECIFICATIONS wood, and other surfaces Coating Type Air drying, halogenated, aquabome J Very low spread of flame and copolymer extremely low smoke emis- sion VOC Zero grams/liter J Produces a fully adhered, Pot Life Single component seamless,waterproof mem- Shelf Life 12 months brane J Lowers substrate temperature Recommended Thickness 16 mils dry film thickness through chemical process Coverage 2 coats @ 120 square feet/gallon J Contains powerful fungicides to resist microbiological activ- Packaging 5 gallon pails ity Color 26 standard colors, including white and custom tins ANDEK CORPORATION• 850 Glen Ave- P.O. Box 392 Moorestown NJ 08057-0392 Tel(800)800-2844- Fax(856)786-0580- www.Andek.com PRODUCT DATA MIEK FIREGO' 4=�o PERFORMANCE fin COATINGS I-SEALANT �� SYSTEMS 120 square feet/gallon. If fabric from freezing. Any exterior ap- In case of ingestion, induce is required for additional rein- plication should not commence vomiting and seek immediate forcement, it should be incorpo- or proceed when precipitation is medical attention. Avoid rated into the 2nd coat.Tools forecast within 4 hours. Store contact with skin and eyes. In may be cleaned using water out of direct sunlight. case of contact,flush with clear while the product is still wet. If water for at least 15 minutes. In the material has dried, a suitable PRECAUTIONS case of contact with eyes,seek cleaning solvent may be used. During handling of this product, immediate medical attention in it is recommended that normal addition to flushing. LIMITATIONS safety equipment, such as rub- Keep out of reach of children Do not apply to frozen or satu- ber gloves and chemical splash and pets. For more information, ated surfaces. Protect product goggles, be wom. Do not ingest. cell our Technical Department. TECHNICAL DATA Moisture Vapor Transmission 45 gms/M2/24 hrs(3.8 perms) ASTM E-96 Tensile Strength 520 psi ASTM D-412 Elongation 1000%@ 75°F ASTM D412 Solids 71%(B.W.); 60%(B.V.) ASTM D-1044 Flashpoint Non-flammable Shore'A'Hardness 52 ASTM D-2240 Impact Resistance 4 mm indent No cracking or loss of adhesion BS 3900 Part E3 External Flame Resistance -On Class 4 on PUF Ext. SAA(Class 1) BS 476 Part 3 -On Asbestos Sheet Ext. SAA(Class 1) BS 476 Part 3 -On Polystyrene Foam Class 0 BS 476 Part 6 -On Class 4 Polyurethane Foam Class 1 BS 476 Part 7 -On Asbestos Class 1 BS 476 Part 7 Interior Flame Spread Index 5 ASTM E-84 Smoke Developed Index 30 ASTM E-84 Chemical Resistance Resists most common chemicals NOTICE: The information presented herein is based on tests and data that Andek Corporation believes to be reliable. It is intended for use by technically qualified personnel at their own discretion and risk. Since conditions of handling and use are beyond our control,we make no warranties, express or implied, and assume no liability in connection with any use of this information. Nothing herein is to be construed as a license to operate or a recommendation to infringe any patent. __._.....— _... .......... - ---- — Effective Date: 04/2007 ®2007 Andek Corporation.All right reserved. ANDEK is a registered trademark ANDEK CORPORATION • 850 Glen Ave• P.O. Box 392- Moorestown NJ 08057-0392 Tel(800)800-2844 • Fax(856)786-0580- www.Andek.com MATERIAL SAFETY DATA SHEET U.S. Department of Labor Occupational Safety&Health Administration ANDEK FIREGARD SECTION 1—IDENTIFIER MANUFACTURER: Andek Corporation ADDRESS: 850 Glen Avenue, P.O. Box 392, Moorestown, NJ 08057 USA TELEPHONE: 1-856-786-6900 In an emergency, contact CHEMTREC toll-free at 1-800-424-9300 Outside the United States call 1-703-527-3887 TRADE NAME: Andek Firegard CHEMICAL FAMILY: Polyvinyl Dikene,Chloride Emulsion SECTION 2-COMPOSITION,,„ o Emergency Ogre tiew: Not conskt turd to Ise hazardot , Some ihdiv may find ft+ r to sae unpleasant Effect$of Overex osure: SKIN: May40ate skin. EYES: Contfi-fs unpleAsant,Vapor may,Irritate. BREATHING,-,-Not cortaered harmful slight amnia odor may annoy,some individuals. SWALLOWING: Althoti h nohwtoxic,+ r into throat may cause cholft. SECTION 3-COMPOSITION COMPONENT CAS# APPROX% TLV Polyvinyl Diene Chloride/Ethylene 2508546-5 67.4 Acetate Barium Sulfate 7727-43-7 10.4 Titanium Dioxide 13463-67-7 5.5 Calcium Silicate 1344-95-2 5.0 Dispersant(nonionic)/Defoamer 744-21-3 0.8 Silicone Emulsion Fungicides: MgNO2 10377-60-3 0.3 CuNO2 3251-23-8 M C12 10034-81-8 Water 7732-18-5 Balance Methyl Cellulose 9004-62-0 0.2 1 of 3 Antimony Oxide 1309-64-4 5.5 KNOWN CARCINOGENS OR MUTAGENS—TYPE&DEFINITION -None SECTION 4-FIRST AID MEASURES SKIN: While wet,wash with water. If dry, use proprietary hand cleaner followed by hot water. EYES: Flush with plenty of water and seek medical attention. BREATHING: Remove to fresh air. SWALLOWING: Induce vomiting and call a physician. SECTION 5-FIRE&EXPLOSION HAZARD DATA FLASH POINT(METHOD USED): >200°F. (ASTM D50) FLAMMABLE LIMITS: N/A EXTINGUISHING MEDIA: WA SPECIAL FIRE FIGHTING PROCEDURES: WA UNUSUAL FIRE&EXPLOSION HAZARDS: None DECOMPOSITION PRODUCTS: Oxides of calcium, carbon, silicon, antimony, barium, titanium, and halogens. SECTION 6-SPILL OR LEAK PROCEDURES Cover with a layer of sand or suitable absorbent material,or wash away with water. SECTION T.-HANWNG&$TORAt3E ' Avoid probed contact with skin. Do not consume food or beverage while handling. Do not allow to freeze;otherwise material will be unusable a id require disposal. SECTION 8-PERSONAL PROTECTIONfEXPOSURE CONTROLS RESPIRATORY PROTECTION(SPECIFY TYPE): Unne«ary if used ouk ours. EYE PROTECTION: Chemical splay Wiles. SKIN PROTECTION: Neoprene rubber or polyethylene gloves. OTHER PROTECTIVE EQUIPMENT: Coveralls and/or rubber apron, rubber shoes or boots. PERSONAL HYGIENE: Wash thoroughly after use. SECTION 9—PHYSICAL DATA BOILING POINT(F) 2120 SPECIFIC GRAVITY(H2O=1) 1.37 VAPOR PRESSURE 68 PERCENT,VOLATILE BY VOLUME 40 VAPOR DENSITY(AIR=1) As Water EVAPORATION RATE(N.B.A=1) As Water SOLUBILITY IN WATER Soluble PH 8.5 APPEARANCE&ODOR White or colored liquid with slight ammoniacal odor. SECTION 10-REACTIVITY DATA STABILITY: Stable. INCOMPATABILITY(MATERIALS TO AVOID): Strong oxidizers. HAZARDOUS DECOMPOSITION PRODUCTS: None 2of3 4 HAZARDOUS POLYMERIZATION: Will not occur. CONDITIONS TO AVOID: Freezing will coagulate material. SECTION 11 -TOXICOLOGICAL INFORMATION See reference data for individual components. SECTION 12-ECOLOGICAL INFORMATION See reference data for individual components. SECTION 13-DISPOSAL CONSIDERATIONS Dispose of in accordance with local, state and federal regulations. SECTION 14-TRANSPORT INFORMATION PROPER SHIPPING NAME: Paint HAZARD CLASS: None PACKING GROUP: N/A ID#: N/A RQ: N/A TRANSPORT LABELS REQUIRED: This material is not regulated by the D.O.T. SECTION 15-REGULATORY INFORMATION See reference data for individual camp SECTION 1!S- tTHER lNFORlIAATION(HMIs RATING) Health 1 Flammability 0 Physical Hazard 0 Personal Protection i3 This information accumulated herein is believed to be accurate but is not warranted to be, whether originating with the company or not. Recipients are advised to confirm, in advance of need, that the information is current applicable and suitable to their circumstances. Andek Corporation assumes no legal responsibility for use of or reliance upon the information contained in this MSDS. DATE ISSUED: OCTOBER 2007 3of3 ' V Statement of Special Inspections Project: Jolley Convenience Store with Dunkin'Doughnuts and Subway Location: 474 Aviation Road, Town of Queensbury, New Park Owner: Jolley Associates, Inc., P.O. Box 671, St. Albans, VT 05478 Design Professional in Responsible Charge: Erik Sandblom, PC(ESPC) This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: ® Structural ❑ Mechanical/Electrical/Plumbing ❑ Architectural ❑ Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: Monthly or❑ per attached schedule. Prepared by: CF NFii/Y P F SA,yo� O� Erik Sandblom, PE(ESPC) CO (type or pant name) 4tz Z i� G 2 N 612412008 ��oA tiO a76A9� Signature Date De �OF b 0. Seal Ow ne 's Authorization: Building Official's Acceptance: Sig ature Date Signature Date CASE Form 101 Statement of Special Inspections • ©CASE 2004 Page 2 of 8 Schedule of Inspection and Testing Agencies This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: ® Soils and Foundations ❑ Spray Fire Resistant Material ® Cast-in-Place Concrete ❑ Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System ® Masonry ® Mechanical & Electrical Systems ® Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases Special Inspection Agencies Firm Address, Telephone, e-mail 1. Special Inspection Dente Engineering, P.C. (Evergreen) 594 Broadway Coordinator Watervliet,NY12189 518-266-0310 f__dente@dente-engineering.com 2. Inspector Not Applicable 3. Inspector Not Applicable 4. Testing Agency Dente Engineering,P.C. (Evergreen) 594 Broadway Watervliet, NY 12189 518-266-0310 f dente@dente-engineering.com 5. Testing Agency Not Applicable 6. Other Not Applicable Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. CASE Form 101 • Statement of Special Inspections e ©CASE 2004 Quality Assurance Plan Page 3 of 8 Quality Assurance for Seismic Resistance Seismic Design Category C Quality Assurance Plan Required (Y/N) N Description of seismic force resisting system and designated seismic systems: Shear Wall Construction on all exterior walls Quality Assurance for Wind Requirements Basic Wind Speed (3 second gust) 90 mph Wind Exposure Category B Quality Assurance Plan Required (Y/N) N Description of wind force resisting system and designated wind resisting components: Shear Wall Construction on all exterior walls Statement of Responsibility Each contractor responsible for the construction or fabrication of a system or component designated above must submit a Statement of Responsibility. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Page 4 of 8 Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI) Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society(AWS)Certification AWS-CWI Certified Welding Inspector AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing (ASNT) Certification ASNT Non-Destructive Testing Technician—Level II or III. International Code Council (ICC) Certification ICC-SMSI Structural Masonry Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies (NICET) NICET-CT Concrete Technician—Levels I, Il, III & IV NICET-ST Soils Technician-Levels I, ll, III & IV NICET-GET Geotechnical Engineering Technician-Levels I, II, III & IV Exterior Design Institute(EDI) Certification EDI-EIFS EIFS Third Party Inspector Other CASE Form 101 . Statement of Special Inspections • ©CASE 2004 Soils and Foundations Page 5 of 8 Item Agency# Scope (Qualif.) 1. Shallow Foundations Inspect soils below footings for adequate bearing capacity and consistency with geotechnical report. PE/GE Inspect removal of unsuitable material and preparation of subgrade prior to placement of controlled fill 2. Controlled Structural Fill Perform sieve tests(ASTMD422&D1140)and modified Proctor tests(ASTMD1557)of each source offill material. PE/GE Inspect placement, lift thickness and compaction of controlled fill. Test density of each lift of fill by nuclear methods(ASTM D2922) Verify extent and slope offill placement. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Cast-in-Place Concrete Page 5 of 8 Item Agency# Scope (Qualif.) 1. Mix Design ACI-CCI Review concrete batch tickets and verify compliance with ICC-RCSI approved mix design. Verify that water added at the site does not exceed that allowed by the mix design. 2. Material Certification Supplied by batch plant/supervisor 3. Reinforcement Installation ACI-CCI Inspect size, spacing, cover,positioning and grade of reinforcing ICC-RCSI steel. Verb that reinforcing bars are free of form oil or other deleterious materials.Inspect bar laps and mechanical splices. Verify that bars are adequately tied and supported on chairs or bolsters 4. Welding of Reinforcing N/A Visually inspect all reinforcing steel welds. Verify weldability of reinforcing steel.Inspect preheating of steel when required. 5. Anchor Rods ACI-CCI Inspect size, positioning and embedment of anchor rods.Inspect ICC-RCSI concrete placement and consolidation around anchors. 6. Concrete Placement ACI-CCI Inspect placement of concrete. Verify that concrete conveyance ICC-RCSI and depositing avoids segregation or contamination. Verb that concrete is properly consolidated. 7. Sampling and Testing of ACI-CFTT Test concrete compressive strength (ASTM C31 &C39), slump Concrete ACI-STT (ASTM C143), air-content(ASTM C231 or C173)and temperature (ASTM C1064). 8. Curing and Protection ACI-CCI Inspect curing, cold weather protection and hot weather ICC-RCSI protection procedures. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Masonry Page 6 of 8 Item Agency# Scope (Quailf.) 1. Material Certification ICC-SMSI Review supplier/manufacturer's design mires 2. Mixing of Mortar and Grout ICC-SMSI Inspect proportioning, mixing and retempering of mortar and grout. 3. Installation of Masonry ICC-SMSI Inspect size, layout, bonding and placement of masonry units. 4. Mortar Joints ICC-SMSI Inspect construction of mortar joints including tooling and filling of head joints. 5. Reinforcement Installation ICC-SMSI Inspectplacement,positioning and lapping ofreinforcing steel. AWS-CWI Inspect welding of reinforcing steel. 6. Grouting Operations Inspect placement and consolidation of grout.Inspect masonry clean-outs for high-lift grouting. ICC-SMSI 7. Evaluation of Masonry Test compressive strength of mortar and grout cube samples Strength (ASTM C780). ICC-SMSI Test compressive strength of masonry prisms(ASTM C1314). 8. Anchors and Ties Inspect size, location, spacing and embedment of dowels, anchors and ties. ICC-SMSI CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Structural Steel Page 7 of 8 Item Agency# Scope (Qualif.) 1. Fabricator Certification/ AWSIAISC- Review shop fabrication and quality control procedures. Quality Control Procedures SSI ❑ Fabricator Exempt ICC-SWSI 2. Material Certification AWSIAISC- Review certified mill test reports and identification markings on SSI wide flange shapes, high-strength bolts, nuts and welding ICC-SWSI electrodes 3. Open Web Steel Joists AWSIAISC- Inspect installation,field welding and bridging ofjoists. SSI ICC-SWSI 4. Bolting AWSIAISC- Inspect installation and tightening of high-strength bolts. Verify SSI that splines have separated from tension control bolts. Verb ICC-SWSI proper tightening sequence. Continuous inspection of bolts in slip- critical connections. 5. Welding AWS-CWI Visually inspect all welds.Inspect pre-heat,post-heat and surface preparation between passes. Verb size and length offillet welds. ASNT Ultrasonic testing of all full penetration welds. 6. Shear Connectors AWS/AISC- Inspect size, number,positioning and welding of shear connectors. SSI Inspect suds for full 360 degree flash.Ring test all shear ICC-SWSI connectors with a 3 lb hammer. Bend test all questionable studs to 15 degrees. 7. Structural Details PE/SE Inspect steel frame for compliance with structural drawings, including bracing, member configuration and connection details. 8. Metal Deck AWS-CWI Inspect welding and side-lap fastening of metal roof and floor deck. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Mechanical & Electrical Systems Page 8 of 8 Item Agency# Scope (Qualif.) 1. Smoke Control 2. Mechanical, HVAC&Piping Gas piping, ceiling flues, mounting clips and controls 3. Electrical System UL Service, distribution panels, equipment connections, branch Certified conduit, wiring, light fixtures, outlets, smoke detectors, exit lights, Electrical emergency lights, etc. Inspector 4. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 rein ars is ueensburi .net unt7w.queensbury.net r Pemtit# Permit Date COMcheck Software Version''3.2 '1 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/23/08 Data filename:P:\2008-04 JOLLEY QUEENSBURYUolley Queensbury.cck Section 1: Project Information Project Title: Construction Site: Owner/Agent: Designer/Contractor: 474 Aviation Road Jolley Associates Peter SEIDNER Queensbury,NY PO Box 671 The Clover Group St Albans,VT 05478 1977 Western Ave (802)527-0116 Albany,NY 12203 (518)452-6060 psarch@aol.com 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 Vertical Glazing/Wall Area Pct.: 1rJo� Building Tvp2 Floor Area Grocery Store 5278 Section 3: Requirements Checklist PASSESEnvelope Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Roof 1:Non-Wood Joist/Rafter/Truss 3318 0.0 38.0 0.026 0.051 Exterior Wall 1:CMU<=8"with Empty Cells,Furring:Metal 3600 19.0 2.0 0.090 0.074 Window 1:Metal Frame with Thermal Break:Double Pane with 700 — — 0.330 0.520 Low-E,Clear,SHGC 1.00 Door 1:Glass,Clear,SHGC 1.00 63 — -- 0.330 0.520 Door 2:Solid 42 — — 0.100 0.120 Basement Wall 1:Solid Concrete or Masonry<=8",Furring:None, 3060 — 13.0 0.070 0.098 Wall Ht 8.0,Depth B.G.4.0 Floor 1:Non-Wood Joist/Truss 3318 0.0 19.0 0.046 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. Page 1 of 7 ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturers instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 5. Fireplaces installed with tight fitting non-combustible fireplace doors. ❑ 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. ❑ 7. Cargo doors and loading dock doors are weather sealed. ❑ 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. ❑ 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement:The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the Requirements Checklist. When a Regi tered Design Professional has stam and signed this page,they are attesting that to the best of his/her knowledge, f, d s ' nal ju gment,such plans or ifi do in corn Hance with this Code. V V(/ ncipal velope Designer-Name _-InattYeY Date �+1 rr3 p 'G Page 2 of 7 Permit# Permit Date COMcheck Software Version 3.2.1 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/23/08 Data filename:P:\2008-04 JOLLEY QUEENSBURYUolley Queensbury.cck Section 1: Project Information Project Title: Construction Site: Owner/Agent: Designer/Contractor: 474Aviation Road Jolley Associates Peter SEIDNER Queensbury,NY PO Box 671 The Clover Group St Albans,VT 05478 1977 Western Ave (802)527-0116 Albany,NY 12203 (518)452-6060 psarch@aol.com Section 2: General Information Building Use Description by: Project Type: New Construction Building Tvge Floor Area Grocery Store 5278 Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 10028 8662 YES ❑ 2. Exit signs 5 Watts or less per side. Exterior Lighting: ❑ 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring: ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Page 3 of 7 Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas greater than 250 sq.ft. ❑ 8. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. ❑ 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 10. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires not on same switch. ❑ 11. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Compliance Statement:The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the Requirements C ist. • S �W , Q 7i Principal Lighting Designer-Name ig a ure V Date D ARC, P. SEJ°�$T�� Page 4 of 7 Permit# Permit Date COMcheck Software Version 3.2.1 Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename:P:\2008-04 JOLLEY QUEENSBURYUolley Queensbury.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Grocery Store 5278 1.9 10028 Total Allowed Watts= 10028 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Incandescent 1:Incandescent 60W 1 20 180 3600 Linear Fluorescent 4:24"T8 17W/Electronic 2 18 34 612 Linear Fluorescent 1:96"T8 ES 60W/Electronic 2 6 360 2160 Compact Fluorescent 1:Quad 4-pin 10W/Electronic 1 7 70 490 Compact Fluorescent 2.Other/Electronic 1 10 180 1800 Total Actual Watts= 8662 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= 10028 Total Actual Watts= 8662 Project Compliance= 1366 Lighting PASSE Page 5 of 7 Permit# Permit Date COMcheck Software Version 3.2.1 Mechanical Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/23/08 Data filename:P:\2008-04 JOLLEY QUEENSBURYUolley Queensbury.cck Section 1: Project Information Project Title: Construction Site: Owner/Agent: Designer/Contractor: 474 Aviation Road Jolley Associates Peter SEIDNER Queensbury,NY PO Box 671 The Clover Group St Albans,VT 05478 1977 Western Ave (802)527-0116 Albany,NY 12203 (518)452-6060 psarch@aol.com 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 Quantify System Type&Description 1 HVAC System 1:Heating:Radiant Heater,Oil/Cooling:Rooftop Package Unit,Capacity>=760 kBtu/h, Evaporatively Cooled Condenser/Single Zone 1 Plant 1:Heating:Hot Water Boiler,Capacity—300-<600 kBtu/h,Oil/Cooling:Condensing Unit,Capacity >=135 kBtu/h,Condenser Evaporatively Cooled,with Waterloop Heatpump 1 Water Heating 1:Service Water Heater w/Circulation Pump Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency:Rooftop Package Unit:11.0 EER,10.3 IPLV ❑ 2. Discharge dampers prohibited with fan motors>25 hp ❑ 3. Integrated air economizer required Requirements Specific To: Plant 1 ❑ 1. Equipment minimum efficiency:Boiler Thermal Efficiency>=78%Et ❑ 2. Equipment minimum efficiency:Condensing Unit:12.9 COP,12.9 IPLV ❑ 3. Newly purchased heating equipment meets the efficiency requirements-used equipment must meet 83%Et @ maximum capacity ❑ 4. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/fluid cooler nor boiler can operate ❑ 5. Two-position valve on each heat pump having total heat pump system power>10hp Requirements Specific To: Water Heating 1 Page 6 of 7 ❑ 1. 1-in.pipe insulation on circulation systems ❑ 2. Automatic on/off control required for circulating systems Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Thermostatic controls has 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling ❑ 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations ❑ 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm ❑ 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ❑ 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B 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 degrees 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. Hot water distribution systems>=600 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/retum delta T b)mechanical or electrical adjustable-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load-calculations required ❑ 16. Newly purchased service water heating equipment meets the efficiency requirements ❑ 17. Water heater temperature controls:110 degrees F for dwelling units or 90 degrees F for other occupancies ❑ 18. Hot water distribution systems>=300 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/retum delta T b)mechanical or electrical adjustable-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load-calculations required ❑ 19. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement:The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the Requirements ist. Principal Mechanical Designer-Name Si ature Date D P. S�fO��f�� t Page 7 of 7 Permit# Permit Date COMcheck Software Version 3.2.1 IN Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/23/08 Data filename:P:\2008-04 JOLLEY QUEENSBURYUolley Queensbury.cck Section 1: Project Information Project Title: Construction Site: Owner/Agent: Designer/Contractor: 474 Aviation Road Jolley Associates Peter SEIDNER Queensbury,NY PO Box 671 The Clover Group St Albans,VT 05478 1977 Western Ave (802)527-0116 Albany,NY 12203 (518)452-6060 psarch@aol.com 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 Vertical Glazing/Wall Area Pet.: 15% Building Tvge Floor Area Grocery Store 5278 Section 3: Requirements Checklist PASSESEnvelope Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Roof 1:Non-Wood Joist/Rafter/Truss 3318 0.0 38.0 0.026 0.051 Exterior Wall 1:CMU<=8"with Empty Cells,Furring:Metal 3600 19.0 2.0 0.090 0.074 Window 1:Metal Frame with Thermal Break:Double Pane with 700 — — 0.330 0.520 Low-E,Clear,SHGC 1.00 Door 1:Glass,Clear,SHGC 1.00 63 -- — 0.330 0.520 Door 2:Solid 42 — — 0.100 0.120 Basement Wall 1:Solid Concrete or Masonry<=8",Furring:None, 3060 -- 13.0 0.070 0.098 Wall Ht 8.0,Depth B.G.4.0 Floor 1:Non-Wood Joist/Truss 3318 0.0 19.0 0.046 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. Page 1 of 7 r ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 5. Fireplaces installed with tight fitting non-combustible fireplace doors. ❑ 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. ❑ 7. Cargo doors and loading dock doors are weather sealed. ❑ 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. ❑ 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has sta d and s' ned is page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,such plans cati a i compliance with this Code. Principal Envelo ' Designer-Name ignature Date B RED 4RO. P. S"&" �r� Page 2 of 7 Permit# Permit Date COMcheck Software Version 3.2.1 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/23/08 Data filename:P:\2008-04 JOLLEY QUEENSBURYUolley Queensbury.cck Section 1: Project Information Project Title: Construction Site: Owner/Agent: Designer/Contractor: 474 Aviation Road Jolley Associates Peter SEIDNER Queensbury,NY PO Box 671 The Clover Group St Albans,VT 05478 1977 Western Ave (802)527-0116 Albany,NY 12203 (518)452-6060 psarch@aol.com Section 2: General Information Building Use Description by: Project Type: New Construction Building Tyoe Floor Area Grocery Store 5278 Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual wafts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 10028 8662 YES ❑ 2. Exit signs 5 Wafts or less per side. Exterior Lighting: ❑ 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring: ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions. Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions. Page 3 of 7 Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas greater than 250 sq.ft. ❑ 8. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. ❑ 9. PhotocelVastronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 10. Tandem wired one4amp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires not on same switch. ❑ 11. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Compliance Statement:The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the Requirements Ch is2 Q� . I " r)Y)N L-R, V,6' - 'kh'o I OIN (Y' �J Z/ Principal LightingDesigner-Name Si na ure Date P. cFf��Jl 4 .c, o . s, Page 4 of 7 Permit# Permit Date COMcheck Software Version 3.2.1 Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename:P:12008-04 JOLLEY QUEENSBURYUolley Queensbury.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Grocery Store 5278 1.9 10028 Total Allowed Watts= 10028 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Incandescent 1:Incandescent 60W 1 20 180 3600 Linear Fluorescent 4:24"T8 17W/Electronic 2 18 34 612 Linear Fluorescent 1:96"T8 ES 60W/Electronic 2 6 360 2160 Compact Fluorescent 1:Quad 4-pin 10W/Electronic 1 7 70 490 Compact Fluorescent 2:Other/Electronic 1 10 180 1800 Total Actual Watts= 8662 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= 10028 Total Actual Watts= 8662 Project Compliance= 1366 Page 5 of 7 Permit# Permit Date COMcheck Software Version 3.2.1 Mechanical Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/23/08 Data filename:P:\2008-04 JOLLEY QUEENSBURYUolley Queensbury.cck Section 1: Project Information Project Title: Construction Site: Owner/Agent: Designer/Contractor: 474 Aviation Road Jolley Associates Peter SEIDNER Queensbury,NY PO Box 671 The Clover Group St Albans,VT 05478 1977 Western Ave (802)527-0116 Albany,NY 12203 (518)452-6060 psarch@aol.com Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Radiant Heater,Oil/Cooling:Rooftop Package Unit,Capacity>=760 kBtu/h, Evaporatively Cooled Condenser/Single Zone 1 Plant 1:Heating:Hot Water Boiler,Capacity>=300-<600 kBtu/h,Oil/Cooling:Condensing Unit,Capacity >=135 kBtu/h,Condenser Evaporatively Cooled,with Waterloop Heatpump 1 Water Heating 1:Service Water Heater w/Circulation Pump Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency:Rooftop Package Unit:11.0 EER,10.3 IPLV ❑ 2. Discharge dampers prohibited with fan motors>25 hp ❑ 3. Integrated air economizer required Requirements Specific To: Plant 1 ❑ 1. Equipment minimum efficiency:Boiler Thermal Efficiency>=78%Et ❑ 2. Equipment minimum efficiency:Condensing Unit:12.9 COP,12.9 IPLV ❑ 3. Newly purchased heating equipment meets the efficiency requirements-used equipment must meet 83%Et @ maximum capacity ❑ 4. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/fluid cooler nor boiler can operate ❑ 5. Two-position valve on each heat pump having total heat pump system power>10hp Requirements Specific To: Water Heating 1 Page 6 of 7 ❑ 1. 1-in.pipe insulation on circulation systems ❑ 2. Automatic on/off control required for circulating systems Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Thermostatic controls has 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling ❑ 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations El7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm ❑ 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ❑ 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B 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/refrigerantlbrine 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 degrees 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. Hot water distribution systems> 600 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/return delta T b)mechanical or electrical adjustable-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load-calculations required ❑ 16. Newly purchased service water heating equipment meets the efficiency requirements ❑ 17. Water heater temperature controls:110 degrees F for dwelling units or 90 degrees F for other occupancies ❑ 18. Hot water distribution systems>=300 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/return delta T b)mechanical or electrical adjustable-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load-calculations required ❑ 19. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement:The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.1 and to comply with the mandatory requirements in the Requireme h klis. p m �' ��1OE Z �U° nncipal Mech nical Designer-Name igna ure Date QED A��, Page 7 of 7 07/10/2007 10:00 FAX 518 438 0900 BOHLER ENGINEERING PC Q 002 F 5 Computer Drive West, Suite 203 BOHLER Albany, NY 12205 518.438.9900 ENGINEERING P.c. 518.438.0900 fax r albany@bohlereng.com July 10,2007 Town of Queensbury Building and Codes Department 742 Bay Road Queensbury,NY 12804 Attention: Dave Hatin,Director Re: Proposed Gas Station Improvements Perc test/Deep hole Witnessing 474 Aviation Road Queensbury,NY Dear Mr.Hatin: Jolley Associates is proposing site modifications at the above referenced location. The existing building on the property will be demolished and replaced with a new Convenience Store and two food services. Due to the location of the property, the new building will not be able to connect to the sewer district and will therefore require an on-site septic system. Pursuant to our phone conversation on July 10, 2007, we are hereby requesting that the perc tests and deep hole performed for the septic system be witnessed by the Town Engineer. I have included a sketch of the site and where the proposed system will be located. Preliminary tests have been performed in order to approximate the area required for the system,as shown on the sketch. Please contact us at (518) 438-9900 so that we may coordinate a time and date for the tests to be scheduled. Thank you for your assistance with this matter. Very truly yours, BOHLER ENGINEERING,P.C. Rachel R.Tomlinson Other Office Locations: ■Watchung,NJ ■North Wales,PA ■Melville, NY ■Sterling,VA ■Southboro, MA ■Towson, MD ■Center Valley, PA 908.668.8300 215.393.8300 516.872.2000 703.709.9500 508.480.9900 410.821.7900 610.797.3000 CIVIL&CONSULTING ENGINEERS SURVEYORS •TRAFFIC CONSULTANTS■ENVIRONMENTAL& GEOTECHNICAL ENGINEERS www.bohlereng.com J ".ri.er " "r"'NYOrmrls f.re,a•,v xrf..w,aR.YA•xr f(rc•vx• / / t , —_ _—���.l m 1 � 1 e-1 __ _ i[.°"i e i w�iY.s"�R,a �un rt aY m Asr�RY r r[.o we nmu.f,re wR•R.a / ,/ {- __-�-- --'- -- C[�• �.[r Irl�vAfro�-+(-'� �,�A nnwin)�,Y� � AmrA[A�rmx`aD=t'�nip wmrop"e,'[urfa�llK wn x[Y. 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Stephens Consulting Engineer, P.C. July 23, 2008 Queensbury Building Department 742 Bay Road Queensbury, New York 12804 Attention: Mr. David Hatin Director of Building and Code Enforcement Re: Jolley Convenience Store, Queensbury, New York Outside Air Calculation Dear Sir: This letter is in response to your correspondence requesting a letter related to the outside air calculation for the Jolley Convenience Store in Queensbury, New York. The following is the requested information: Based on the New York State Code for retail stores, the outside air requirement is .30 CFM/ Square Ft. for basement and street level.Therefore, basement area(3,304 Sq. Ft.)x .30 CFM/Square Ft.2 993 CFM of outside air. The street level area (5081 Sq. Ft.)x .30 CFM Sq. Ft.2 1,525 CFM of outside air. The drawings have been revised to incorporate the above and are marked. A new HVAC System has been designed for the basement.The outside air ventilation for the street level has been revised as follows: RTU-1 900 CFM Outside Air RTU-2 75 CFM Outside Air RTU-3 560 CFM Outside Air 1,535 Outside Air Total We are submitting two(2)sets of stamped and signed drawings for your review. if you have any questions, please do not hesitate to call Respectfully, Richard R. Stephens ,1,-Cb--ns-u-ninFr Eng', eer P.C. j, Ri hard R. Ste hens Principal 77 Maple Avenue Troy, New York 12180 (518) 786-6466 Fax: (518) 786-6366 office@rrsengpc.com # 2/ 2 Richard R. Stephens Consulting Engineer, P.C. July 8,2008 Y Y^ { E17CO Construction „ 2050 Western Avenue ` t Guildedand, New York 12084 Attention: Kevin Huntington Re: Jolly-Queensbury Roof Drainage Caluclation Dear Kevin: This letter is in response to your correspondence requesting a letter related to the roof drainage calculation for the Jolly Convenience Store in Queenbury New York,The following is the requested Information: The area of the store is 87ft x 64 fr=5568 ft2 On Drawing P-1 there are two roof drains indicated,each 6"diameter respectively. Based on the Plumbing Code of New York State,a 6"diameter leader is capable of 3"of rain per hour for a horizontally projected roof area of 13,500 fe.Therefore,in case of a malfunction the one roof drain,the entire roof drainage can be handled with only one roof drain. If you have any questions,please do not hesitate to call, Respeatfuily, Richard R.Stephens 7Cong Engineer C.rAgIneer p ns w.ec"anicai 77 Maple Avenue Troy, New York 12180 (518)78"466 Fax: (518)786-6366 office@rrsengpc.com TOWN OF QUEENSBURY 742 Bay Road, Quemsbury, NY 12804-5902 518-761-8201 NNW June 25, 2008 Carl Ruprecht Jolley Associates 54 Lower Walden Street =_ St. Albans, VT 05468 Dear Carl: The following items need to be addressed on the plans for the Exit 19 Mobil station, in order for us to issue a building permit. Please show some type of building wrap or air infiltration barrier on the structural drawings. Please show the fire ratings on all corridors leading from the basement and all fire doors to be fire rated. Please provide door schedule. Please provide all structural calculations showing the correction noted in our meeting. Please show the flame spread rating on all interior finishes. Please update the electrical plan to show adequate emergency lighting throughout the first floor and basement area of the structure. Please show the ice and snow melt in the sidewalks on the electrical 10, drawings or appropriate drawings. We will need contracts or a letter stating who will do special inspections, including soils, concrete and structural inspections. We will need a note on the plans that sprinkler drawings and fire alarm system drawings will be provided prior to installation for approval and acceptance by the Fire Marshal. (a lease provide the specifications on the foam plastic to be used in the asement floor syste for evi w, as to whether a 15 minute thermal barrier will be required. 1 ]/'Please show the proper truss ID signage on the drawing and also note that / the locations will be at all exit doors and sprinkler system connection. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 lease provide all roof drainage sizing and calculations to show the drains ave been sized appropriately and have provided for overflow. Please provide sanitary waste drawings for review. / 9leas14. e provide mechanical drawings showing the fresh air ventilation required for the spaces within the store, and that the HVAC systems will provide adequate fresh air to these spaces. Olease provide a drawing showing the hoist way shaft enclosure andItpe ofwall sections. Also please provide wall sections for the interior walls. ,A ,; XPlease see the attached Fire Marshal notes. Once the above items have been received and reviewed, I believe we will be able to issue a permit for this building. If you have any questions, don't hesitate to contact me at (518) 761-8253. Sincerely, TOWN OF QUEENSBURY David Hatin, Director Building and Code Enforcement DH/mg Jan • b - 2GG9 11 48AM MDIA No • 062G P• 2/4 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. �ex that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Jolley Store Date: 12/18/2008 Occupant: Commercial Location: 474 Aviation Rd. Occupancy; Nan-Residential Queensbury, Warren Co. NY Applicant Ambrose Electric ��• ���� y 790 Watervliet Shaker RdDY Latham, NY 12110 �a•,;..�.,, r 1!� ��.k4 I Joseph A.Holmf!400 No. Equipment: : . 9 800 -Amp. Service Equip nt;2-5b " C "- aervi and rs; r- Switc e , 24 - ceptacles; 110- Fixtures; 1 -Water Heater, Air Gp itioners; 2 - Burner, Wiring &Controls; 3 -- P raps; 3 0 Amp Receptacles; 3 - Vent Fans; 8 -Emerged Li ; ," ights; 400 Amp Disconnect; 400 A U '-100 Amp Disconnect; 2-100 AmPa s coolers; 2 Walk In Free a r e ..rot 1� This certificate applies to the electrical wiring to the electrical equipment listed immediately hull and void. This certificate applies only to the use,occupancy and above ano the installation inspected as of the above noted date based on a visual ownership as indicated herein. upon a change In the use,occupancy or ownership Inspection. No warranty is expressed or Implied as to the mechanical safety,effi- of the property Indicated above,this certificate shall be Immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revailoated upon reinspection by Middle Department system to which this certificate applies be aR9red in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ad to,the Introduction of additional electrical equipment and/or the replacement of Department inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate Shall be process. A fee Will be charged for this service. >Ae ,.0 ATM May 30, 2008 APPROVED— Mr. Craig Brown Application Zoning Administrator Town of Queensbury U L 9 2808 742 Bay Road -- Queensbury,NY 12804-5902 ; - -- ---- — -on:na A(t1(Ttini,_trat`Jr fOV1� _DF QUEENSBURY Re: Site Plan No. 7-2007 Dear Mr.Brown, Jolley Associates received Planning Board approval for the above-mentioned project in July of last year.Upon further review Jolley Associates respectfully requests a minor change to the site plan. Our original plan called for(1)service entrance to be located at the SW corner of the building. We would like to remove this door entirely and replace it with(2)service entrances on the south side or rear of the building. This change will require minor adjustments to the landscaped area directly behind the building. The green space calculation will have a minor decrease. I am including for your review a copy of the revised site plan showing the changes I am requesting.Also included is an updated floor plan outlining the new placement of the service entrances. As we are currently working to obtain building permits for this project I would appreciate your immediate attention to this matter. Should you have any questions or feel the need to sit down and discuss the patter further please let me know? With kind arms; Crumb R&I Estate Development Manager Enclosures Cc: File 54 Lower Welden Street, P.O. Box 671, St. Albans, Vermont 05478-0671 802-527-3272 Fax 802-527-01 15 • r n r r�uri:J�atr I-I VILAIKH I H (518)-477-2369 TO:7454437 P.2 1. 7— J—L is"A Plan Review Checklist Non-Residential Occupancies January 2008 NYS BUILDING CODE(BC) Building: �, �S, NYS RIR€ 0C) Location:NYS PLLtMB1NCk;ODE(PC) Address: NYC iCA, CODE(MC) NYS FUEL GAS'CO E(FGC) Date: zf - NYS IOGTCOW (ECC) Reviewer: i r G� /+►0 C-S' THIS CHECKLIST CONSISTS OF EIGHT(8) PAGES LEGEND: NR= Not Required NS=Not Shown NA a Not Applicable No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1612 287 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 77 6 No. of Sleeping Units/Level BC-202 13 No.of Units—Total BC-310 30 No. of Occupants BC Table 1004.1..2 189 7 Covered Malls BC402 33 Hi-Rise(75' Rule) BC403 35 Atriums BC-404 37 8 Basement Definition BC-502.1 67 9 Heights&Building Areas Maximum Tabular Area BC-Table 503 68 Maximum Tabular Height BC Table 503 68 Maximum Stories BC-Table 503 68 Mezzanines BC-505 69 Note: * Non-separated occupancies impose the most restrictive requirements. Page I of 8 r^+r�'o-cenrs I1a- f iH t-HUM:JU5EPH MCGRATH (518)-477-2369 T0:7454437 P.3 1 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 10 Sprinkler System BC-903 160 y Q3 Basement Sprinkler BC-903.2.10.1 161 Water Source Sprinkler BC-903.3.5 163 Water Source Site BC-508.1 33 11 Frontage& Sprinkler Credit Area Modifications(talc.) BC-506 70 Height Modifications BC-504 69 12 Height&Area Summary Tabular Area BC-Table 503 68 Frontage Credit BC-506.2 70 Sprinkler Credit BC-506.3 70 Minimum Building Area BC-506.3 70 Total Allowable Area 13 Fire Apparatus Road FC-503.1 31 (150' Rule) (? 14 Exterior Walls Distance Separation * BC-Table 602 77 Exterior Wall Openings BC-Table 704.8 82 Parapets BC-Table 704.11 83 Exterior Wall Coverings BC-Table 1405.2 241 Combustible Exterior Walls BC-1406 244 15 Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-Table 302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 84 Fire Barrier BC-706 86 Shaft Enclosure BC-707 87 Fire Partition(Tenant Sep.) BC-708 89 Exception BC-302.3.2 18 Smoke Barriers BC-709 90 Opening Protectives BC-Table 715.3 95 Fire Blocking BC-717 101 Draft Stopping BC-717 102 16 Spy Min. Room Dimensions BC-1208.1 235 > Min. Ceiling Height BC-1208.1 235 * Distance separations are doubled if fire fighting water is not available, FC-508,Page 33 Page 2 of 8 91,1hz-8-2008 10:48A FROM:JOSEPH MCGRATH C518)-477-2369 TO:7454437 PA i PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 17 Ventilation (Nat. or Mech.) BC-1203 233 18 Light(Nat. or Mech.) BC-1205 234 19 Exits One Exit Permitted BC-Table 1014.1 204 Stair Enclosure BC-1019.1 208 Emergency Egress BC-1025 217 Distance of Travel BC-Table 1015.1 206 Exit Passageways BC-1020 210 Corridor Width BC-1016 206 04 Occupant Load BC-1004 189 Capacity of Exits(calc.) BC-Table 1005.1 190 Corridor Wall Fire Rating BC-TableI016.1 206 Corridor Dead End BC-1016.3 207 Door Width BC-1008.1.1 193 Door Swing\ BC-1008.1.2 193 Panic Hardware BC-1008.1.9 197 20 Stairs Riser BC-1009.3 198 Tread BC-1009.3 198 Width BC-1009.1 198 v Headroom BC-1009.2 198 Vertical Rise BC-1009.6 199 Handrails BC-1009.4 199 21 S,tructu ar 1 Snow Loading—Ground BC-Fig. 1608.2 274 Snow Loading—Roof(talc.) ASCE 7-98 Drifting Snow BC-1608-7 273 Ponding BC-1608.3.5 273 Floor Loading BC Table 1607.1 269 Balcony Loading BC Table 1607.1 269 Wind Loading(calc.) BC-1609 273 Roof Walls Windows Seismic Loading(calc.) 291 Foundation Depth 338 22 Interior Finishes BC-Table 803.5 338 23 Swimming Pools BC-3109 532 Page 3 of 8 APR-8-2008 10:48A FROM:JOSEPH MCGRATH C518)-477-2369 TO:7454437 P.5 l PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 24 Sun Rooms BC Appendix 1. 581 25 Electrical Exit Signs BC-1011 201 Emergency Lights BC-1006 1.91 Emergency Power BC-2702 517 26 HC ACCESS Exempt Buildings BC-1104.4 221 Parking BC Table 1106.1 222 ,-T) Route BC-1104 220 -- e He ca- Entrance BC-1105 221 .Sr�c uk No.of Sleeping Rooms BC-Table 1107.6.1.1 224 No. of Dwelling Units BC-1107.6 223 Special Occupancies BC-1108 225 Toilet Facilities BC-1109.2 228 Sinks BC-1109.3 228 Kitchens BC-1109.4 229 Storage BC-1109.8 229 Dress, Fit,Locker Rms. BC-1109.12.2 229 Point of Sales BC-1109-12.3 229 Areas of Refuge BC-1007.6 192 Signage BC-1110 230 Tactile Exit Signs BC-1011.3 202 Supplemental HC Req'mts Appendix E 569 27 SPECIAL INSPECTIONS BC-1704 318 28 Fire Protection Equipment Fire Safety &Evacuation FC-404 25 Hazard Communication FC-407.5 27 Tenant Identification FC-408.11.2 30 High Piled Storage FC-503.1.3 31 �� c_ A41 N Premise Identification FC-505 32 Key Box FC-506 33 Room Identification FC-510 34 A Central Station Monitoring FC-901.9 54 Sprinkler Systems FC-903 57 Other Extinguishing System FC-904 61 Kitchen Hood Extinguisher FC-610.3 43 Note:Fire Protection Equipment continued on Continued on pg.5 page 5. J Page 4 Of 8 APR-a-20oe 10:48A FROM:JOSEPH MCGRATH C518)-477-2369 TO:7454437 P.6 Y PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 28 Fire Protect.Equipment Continued from page 4. "K"Extinguisher FC-904.11.5 64 Standpipe Systems FC-905 64 Fire Extinguishers FC-906 66 Fire Alarm Systems&SD FC-907.2 68 Manual Fire Alarm Boxes FC-907.4 75 Smoke Alarms FC-907.2.10 70 Audible Notification Device FC-907.10 75 Duct Detectors FC-907.12 76 Fire Extinguishing Systems FC-907.14 76 Smoke Control FC-909 77 Smoke Vents FC-910 84 Fire Dept. Connection FC-912 88 Fire Pumps FC-913 88 Truss Placards NYCRR Part 1264 Motor Fuel Disp. Facilities FC-2203 175 High Piled Storage FC-2301 193 Hazardous Materials FC-2701 215 Operating Permits TOCP 208-107B Assistive Listening Devices NYCRR Part 1203 Shield Electrical Panels NFPA13(02 edition) 8.14.10.2 29 PLUMBING CODE Fixture Count PC-Table 403.1 19 Water Supply Service Pipe Size PC-603.1 31 ✓ w Water/Sewer Separation PC-603.2 31. f/ Fixture Pipe Size PC Table 604.5 33 Pipe Material—Service PC-Table 605.3 34 Pipe Material—Distribution PC-Table 605.4 34 Pipe Insulation EC-804.5 58 Backflow Prevention PC-Table 608.1 40 Pipe Freezing PC-305.6 12 Sanitary,Drainage Drain Pipe Size PC-Table 709.1 52 Drain Pipe Material j AG Drainage&Vent PC-Table 702.1 46 UG Drainage&Vent PC-Table 702.2 46 Building Sewer PC-Table 702.3 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 15 Air Admittance Valves PC-917 66 Page 5 of 6 APR-8-2008 10:49A FROM:JOSEPH MCGRATH C5181-477-2369 TO:7454437 P.7 J PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 30 Mechanical Code Ventilation Rates MC-Table 403.3 26 C/U Dryer Exhaust MC-504 36 Kitchen Exhaust MC-506 37 Kitchen Hoods MC-507 40 Kitchen Make-up Air MC-508 42 Air Plenums MC-602 51 Duct Construction MC-603 52 Duct Insulation MC-604 53 Smoke Duct Detectors MC-606 54 Fire&Smoke Dampers MC-607.5.1 55 Combustion Air MC-701 59 31 Fuel Gas Code Appliance Location FGC-303 16 Combustion Air FGC-304 16 Accessed Service FGC-306 20 Clearance to Combust. FGC Table 308.2 22 Pipe Material FGC-403 57 Shut Off Valves FGC-409 62 Chimney Termination FGC-Fig. 503.5.4 68 Clothes Dryer Exhaust FGC-614 108 32 Energy Code Pipe Insulation—Heating EC-803.3.7 57 Duct Insulation—Sealing EC-803.28 46 Pipe Insulation—Hot Water EC-804.5 58 HWH Heat Trap EC-804.4 58 Climate Zone EC-Table 301.1 9 NYS COMcheck v Compliance Report Computer Envelope Software Mechanical Required Lighting 32 Elevators&Conveying Sys. Hoistway Enclosures BC-3002.1 525 Emergency Signs BC-3002.3 252 Hoistway Venting BC-3004 526 Machine Rooms BC-3006 526 Shunt Trip BC-3006.5 527 Plumbing System BC-3006.E 527 Page 6 of 8 APR-8-2008 10:49A FROM:JOSEPH MCCRATH C518)-477-2369 TO:7454437 P.8 1 PLAN REVIEW CHECKLIST CONTINUED SEISMIC REVIEW SUMMARY ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 295 (default to site class D) Section 1615.1.1 292 S.(short period) Figure 16150) 293 S,(1 second period) Figure 1615(2) 294 F.(site coefficient-short) Table 1615.1.2(1) 296 F„(site coefficient-1 sec.) Table 1615.1.2(2) 296 S.(short period adjusted) Equation 16-38 292 S.I(1 sec. period adjusted) Equation 16-39 292 Sns(short period) Equation 16-40 292 SDI (1 sec. period) Equation 16-41 292 Seismic Use Group Table 1604.5 266 Seismic Design Category Table 1616.30) 299 (short period) Seismic Design Category Table 1616.3(2) 299 (1 sec. period) Seismic Design Category This category determines the (most severe of above two) Design analysis and whether MEP systems must be braced Analysis Procedure Used Section 1616.6 300 Building Components Section 1621 315 Subject To Seismic Design Requirements: Architectural Section 1621.1.2 315 Mechanical Section 1621.1.3 315 Plumbing Section 1621.1.3 315 Electrical Section 1621.1.3 315 Page 7of8