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2008-054 TOWN OFQUEENSBURY f� 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development -Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080054 Date Issued: Tuesday, February 28, 2012 This is to certify that work requested to be done as shown by Permit Number P20080054 has been completed. Location: 107 MAIN St Tax Map Number: 523400-309-014-0001-006-000-0000 Owner: GRJH INC. Applicant: QUEENSBURY PETROLEUM, INC. This structure may be ocgiri#111IIa'OND FARMS Commercial /Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property /� owner of the responsibility for compliance with Site Plan,Variance, or /i� other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. Building Permit No.: 2008-054 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUIPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at: 107 Main Street For the following use(s): Commercial I understand that if the conditions that follow are not met before the expiration date,ythe deposit is forted. = -4J/ 44,epct 1010,66 Signature of Applicant z Date ` A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ✓ APPROVED DISAPPROVED with the following conditions: 1) all court issues must be satisfied FEE: '1$10.00 DEPOSIT: 1 $100 RECEIVED ON: Ich eiv1tO 1/ 9/24/2010 Directo of Building & de forcement* Date of Issuance** *This Certificate is NOT VALID unless signed by the Director of Building & Code Enforcement or his designee **This TEMPORARY CERTIFICATE OF OCCUPANCY expires 90 days from the Date of Issuance TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080054 Application Number. A20080054 Tax Map No: 523400-309-014-0001-006-000-0000 Permission is hereby granted to: QUEENSBURY PETROLEUM, INC. COBBLE POND FARMS For property located at: 107 MAIN St RAMSY in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: QUEENSBURY PETROLEUM, INC. Commercial/Industrial $250,000.00 P.O. BOX 728 Total Value $250,000.00 SHARON, CT 06069-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-054 2400 SQ FT NEW BUILDING-COBBLEPOND FARMS $360.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,April 30,2009 (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 T Queens ry; Wednesday,April 30, 2008 SIGNED BY for the Town of Queensbury. Director of Building Cod nforcement Town of Queenshufy Michael F. Travis Highway Highway Superintendent Home: (518) 798-0413 Department 742 Bay Road Queensbury,NY 12804 Thomas R. Vanness Office Phone: (518) 761-8211 Deputy Superintendent Fax:: (518) 745-446 6 DRIVEWAY PERMIT Home (518) 74 0929 www.queensbury.net DATE: ,D- APPLICANT NAME: G2 '-{ "EiNt TELEPHONE NO.: %O -304 ADDRESS TO BE INSPECTED: c4 RETURN ADDRESS: &x S "1 , b6 C7(09 Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by: Date: Approval by Highway Supt: Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent �� f l OFFICE USE ONLY TAX MA NO~ / — PERMIT NO. 65.---_05--//' FEES: PERMIT - 6' RECREATION ENGINEERING (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.APPLICANT/BUILDER: -. .fr., OWNER: 6- (2,31\ - etc ADDRESS: ?C) g�)e �� S-�`W U*o��DDRESS: SI‘^'‘-ci t v r� 1(o a PHONE NOS. F60 364 SL43z PHONE NOS.(S 66 5�3'4 (ct J Cad) —3b4---0V10 / ( t 5-►tam CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: lto 14 ILIA PHONE S'14 LOCATION OF PROPERTY: ` VA-, , r, `gb SUBDIVISION NAME: N/A PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z p Ci CCU W 0) PROJECT g O O H rt p I- _ LII-Iu- Q U o Z z < < s- a N ° OF I- - Ca = ces SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE )( 2.-400 FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: Gokiksa.,RDcu ),J s ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? !n ARE THERE EASEMENTS ON PROPERTY? iV I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree boy-. / Signed I.. 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 This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: B & CODES O AL ZONING APPROVAL DA DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(c queensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.queensbury.net Operatina Permit Issuucri. voQ AG. OFFICE USE ONLY +, TAX MAP NO. PERMIT NO. ly` {.PERMIT FEE ; APPROVALS: ZONING TOWN CLERK , APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT; A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. ii�� OWNER: (^t 51*u -Lt\e,_ - INSTALLER: ADDRESS: °7C St/Olt'"<C4-'DADDRESS: PHONE NOS. S66 - t30 PHONE NOS. LOCATION OF INSTALLATION: . E O� �^ A^4,-Z RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= - I TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older ; X 1 150 gallon per bedroom i = I INSTALLED? a t 1981 -1991 I ( X I 130 gallon per bedroom I = I SPA OR HOT TUB i ;+_ I INSTALLED? 1992•present 1 � X I 110 gallon per bedroom PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING S P SLOPE %SLOPE C'�"� ✓ SOIL NATURE: SAND LOAM CLAY OTHER✓ GROUNDWATER: AT WHA •EPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DeMESTIC WATER _Ali PLY: MUNICIPAL WELL (IF WELL:W R SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERC+LATION TEST: RATE IS PER MINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installer: in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each carbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: GALLON (MIN. SIZE IS 1,1 00 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEE 'AGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: ._LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH V GALLONS./TOTAL CAPACITY: GAL. 1! NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN 11 APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval(ranted which iR hasarl i,nnn --- _51-al-P15 Commercial Final In ' n Report No.: t518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: �- gaff PERMIT#: 046. LOCATION: DATE: / —1 7. C 11IfIkifikelr 1 af f tsfri/ COMMENTS: Y N NA Chimney/'B"Vent/Direct Vent Location / Plumbing Vent Through Roof 6"I Roof Complete r/ Ve-c4f/ Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior!Exterior Guardrails 42 in. Platform 1 Decks 4 3O 0 7 Interior!Exterior Baflisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" Vestibules For Exit doo >3000 .ft A Doors 36 in.� r HandersI Panic Hardware,if required / '� I ,_saLe e Exits At Grade Or Platform 36 w x 44' 1 -- Gas Valve Shut-off Exposed&Regulator(18")Above Grade / Floor Bathroom Watertight!Other Floors Okay S 9�L e Relief Valve,Heat Trap 1 Water Temp.110 Degrees Maximum Boiler 1 Furnace Enclosure 1 hr.or Fire Extinguishing System 60 nip le q on _ 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 // $/�/ Q Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/StaragelReceivinglShlpping Room(2 hr.), 1 %doors �UUa I� > 10%> 1000 sq ft. q 7ff ' Hour Corridor Doors&Closers Firewafs/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp I Handrails Continuous/12 In. Beyond[Both sides] Active Listening System and Sjgnage Assembly Space Final Electrical I Flex Gas Piping Bonded Site Plan I 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 4' Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Buiiding&Codes FormssBuilding&Codesurnspection FormssCommercial Final Inspection Reportdoc Revised January 7,2008 Zoning Department Inspection Report Project Name: GRJH, Inc. Project Location: 107 Main Street, Queensbury, NY Tax Map No.: 309.14-1-6 Mailing Address: Queensbury Petroleum, Inc., PO Box 522, Millerton, NY 12546 Site Plan No.: 52-2007 Modification Area Variance No.: 23-2007 Building Permit No.: 2008-054 Date: November 18, 2011 Dear GRJH, Inc.: During a final follow up site plan inspection on November 18, 2011, your project was found to be developed as approved. Should you have any questions or concerns please contact this office. Sincerely, Town of Queensbury Bruce Frank Code Compliance Officer Cc: Craig Brown, Dave Hatin x Regular Mail Certified Mail Hand Delivered L:IBruce FrankI20111 SPR and AV ReportsIGRJH, Inc. SP 52-2007 Mod 18nov11.doc kitieok v_s t/vs-/Xc/7 6 1.-.) Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Ro d,Queensbury,NY 12804 Inspector's Initials: NAME: /�'1,� PERMIT#: Off -7'�13b ► r� aOS- LOCATION: /0 7 Met,'c S' f. DATE: COMMENTS: Y N , NA e) 5 0 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" CO L �t Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. /J S Jerf v'X / `d e Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay f K rJ S Ot t "t Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum /� Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System ).0.e�t" / �`1f'"{." 1�� Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers it,, 6,.4 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 'A doors > 10%> 1000 sq. ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage 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.doc 7i:15 Commercial Fin Inspection Report i No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's initials: JITJ NAME: Qtr h S L)r�^� 11---?kokpit, 0 PERMIT#: J 27 LOCATION: /0 /I4 rt. DATE: (OMmerctCcJCOMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location - 30-0 7 Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior I Exterior Guardrails 42 in. Platform/Decks )t.2 ley'�� COO r/ Interior I Exterior Balisters 4 in. Spacing Platform 1 Decks U Stair Handrail 34 in.—38 in./Step Risers 7"i Treads 11" Vestibules For Exit doors>3000 sq. ft Ac f U All Doors 36 in.w/Lever Handles I Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44°(0/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(181 Above Grade Floor Bathroom Watertight I Other Floors Okaaj 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 Firewafs I Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Sicgnage i Shaft Sealed Handicapped Bathroom Grab Bars 1 Sinks/Toilets Handicapped Bath i Parking Lot Signage 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/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure 1 Flood Plain certification,If req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4° Water Fountain or Cooler Building Access AN Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp.or Permanent CIO Okay To Issue C/C L:\Building&Codes Forms\Buildding&CodeMinspection Farms1Commercial Final Inspection Report.doc Revised January 7,2008 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. V u' C.-) y Town of Queensbury0.742 Bay Road 1 u 1 J-`'l 0 z7 10 A r Queensbury,NY 12804 Scheduled Inspection Date: Time: , Phone: (518)761-8206 Business Name: �bIcVcr, --k--`Arl-'Fax: (518)745-4437 LOCation: 0,A, Ottr""1-1r Z 0 Type of Inspection NIA Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width itv\ _sr_N 1Q 4 c-1-r o EXIT SIGNAGE Sign-normal (JJ\(scsQIL sign-battery EVAC signs in rooms TRUSS ID SIGNAGE rri ?s\wrEMERGENCY LIGHTING (44St a "� E- FIRE EXTINGUISHER: Hung inspection of extinguisher in‘S hC. C 1f1 Z ARE ALARM SYSTEM Fan Shutdown Are Sprinkler System Fire Suppression-kitchen --- -�` Fire Suppression-Gas Islan tel lb.- Generator Hood Installation Elevator Interior Rnishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled r''It. Combustible Waste . Vehicle Impact Protection Knox Box F.D.Signage-Utility Rooms U V No Smoking Signs 0► Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office II issue Certifi to of Occupancy) Q Denied /call for Recheck Inspected By: iNA ,Q &v Q L:\RreMarshai\New Folder\permitto occupyform.doc ��7 0.3 o vN 4u5-1-(4 -- Commercial Final?ns P P ection Re Office No.: (518) 761-8256 Date Inspection request received: Queensliury Building&Code Enforcement Arrive: /f( am/p Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: , NAME: �C / .%�rRr j PERMIT#: 0 -- P `5-74/ LOCATION: j C /i a, IA_ ` S-17 DATE: / - .,-- 1 , -- 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 i Interior/Exterior Ballisters 4 in. Spacing Platform/Decks >74-� Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11"Vestibules For Exit doors>3000 sq. ft. ✓ All Doors 36 in. w/Lever Handles/Panic Hardware,if required �/ / / Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. ✓ t hy.' IL iftc- Gas Valve Shut-off Exposed&Regulator(18")Above Grade Ai Gi c.4- 1.644— Floor Bathroom Watertight/Other Floors Okay /' Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum r/ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System s,L`f 6 S G,Y,e /14. Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers .4 / VC ..J Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area ✓" Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'h doors > 10%> 1000 sq_ft. 3/4 Hour Corridor Doors&Closers ✓- Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors f Ceiling Fire Stopping,3,000 sq. ft.Wood Frame y� Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" '3"/� / ex f�«�'rl Smoke Vents Or Fan,if required ✓� Elevator Operation and Signage/Shaft Sealed er / Handicapped Bathroom Grab Bars/Sinks/Toilets ✓ f a-)XA /i( 4, 17 Handicapped Bath/Parking Lot Signage ✓ G�.e /y° /249 Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" V / /1 � �l Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] ✓ ;. h / A., y(," , Active Listening System and Signage Assembly Space ✓ S x t• "j 4i ,�s Final Electrical Site Plan/Variance required j f� r Final Survey,New Structure/Flood Plain certification,if req. _ �e ^c� ✓r�e� As-built Septic System Layout Required or On File �I ,-�,b�iQ ��zs Building Number or Tenant Address on Building or Driveway / �� , Water Fountain or Cooler ✓ �/ Building Access All Sides by 20' / Surface 20'wide _ Okay To Issue Temp. or Perm ent C/O_- Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Septic Inspection Re• Office No. (518) 761-8256 Date Inspection r: . - eived• Queensbury Building &Code Enforcement Arrive: Mr. • .•rt U 15 am/ 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: Cat E iD FAetAb P- •MIT NO.: 06- � I LOCATION: Fy.►T 107 r-t At hT NSPECT ON: I D RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + I - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _Y N End Cap __.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 _N Engineer Report and As-Built Y_N Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear S m Us s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office 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 Inspection req . - - ed: Queensbury Building &Code Enforcement Arrive: i < a' ,• �' .:=-rt: I - ?') angm) 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial- !"`"..- NAME: C‘,0C5 Q O FARMb 'MIT NO.: � .,--° 0 LOCATION: I0-'i 'M IP,j)3 _PC—V_eE INSPECT ON: 9 -1,Z--ne RECHECK: Comments and/or diagram Soil Ty.-. Sand_- •am/ Clay Type of Water: •• k ell Water VA Water -paration distance • ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench �€._-?a 2_ ft. 3 6 'z 5 ' ' \ ,ELL Depth of trenches Z.r.?) ft. Size of Stone Z Seepage Pits: Number C" yL 1. Size: x 1.1` vt-c rb V7E V i iu zrc,;;;› Stone Size: Piping Size Type Building to tank i.4" L\ Tank to Distribution Box L--A" p\3Q- Distribution Box to Field/ Pit " P G 10 c E Qc- Opening Sealed: ,I_N End Cap ✓ _N Inlet/Outlet Pipes &Baffles L Y N 1 •E.A E 6os?74i\ cC- Location Foundationto Separations O +63g1 � _.C_t� cL�Ocz_C to tank Foundation to absorption —1 / '`. Separation of Pits 0 C E \ 1 F.1F Q Ab' 11---� •J ► v 1 Cotes-ag rPl. ' .• Y ngineer Report d As-Built ) Y N Location of System on Property: • Front Re Left Side Right Side Middle Front Middle Rear u F- S m se t : �� A.;6%-d �3�t��1 Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Fomis-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection rz....._14117c- , — Queensbury Building &Code Enforcement Arrive: 6 . CP 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial. NAME: P, •MIT NO.: 08,—059 LOCATION: - SPEC ON: ei RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A M RE c,C) c4)- 1z\ Absorption Field: Total length ft. Length of each trench ft 13 t)CE L 1C, "JVie Depth of trenches ft. Size of Stone OGE Seepage Pits: Number vt_t \ Size: ic)( Stone Size: 1K) C Piping Size Type Building to tank FiEt0e. EK'..\GI 13E. 00f Tank to Distribution Box fl Distribution Box to Field / Pit I , tou-NIF\ t_ v) Opening Sealed: _Y_N End Cap 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 N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle System Use Statu Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc PARAGON CIVIL ENGINEERING, P.C. P.O.Box 4139 Queensbury,NY 12804 September 30,2008 Mr.John O'Brien,Building Inspector Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Septic System Certification;GRJH,Inc. Exit 18 Service Station-107 Main Street Dear John; In accordance with the Town of Queensbury requirements,the septic system constructed on 107 Main Street for GRJH.Inc.is installed and certified as follows: 1. That I am in fact the designer of the system. 2. That I am personally familiar with the actual site conditions,and in consideration of those conditions,the system was designed in accordance with the Town of Queensbury Standards and in compliance with Part 75A of the New York State Department of Health Sanitary Code. 3. I have personally inspected the system at the time of construction,and I have personal knowledge that the system was constructed generally in conformance with the design. An existing 6' diameter drywell was encountered during construction,apparently ufiii7ed for"clean"water such as storm water,and as such is suitable for use for septic disposal. I measured the leach areas and computed the equivalent leach area for the drywell,and determined that by utilizing the existing drywell,the minimum design infiltration area is provided. 4. This certification applies to the attached 81/2" x 11" Drawing entitled"Septic System As- Built,GRJH,Inc.-Exit 18 Gasoline Service Station,Main Street",by Paragon Civil Engineering,P.C.dated September 30,2008. Should you have any questions or need any further information,please do not hesitate to contact me. Sincerely, • ti itia Clark R.Wilkinson,P.E. President/CEO Attachment cc: Mr.Jimmy Metz,GRJH,Inc.with attachment OFFICE(518)745-1018 CELL(518)232-4300 paragonengineering@rroadrunner.com 'r 1Q �' 11 1©.r 3 9 38' 8 FOUND EX.6'Dia.DW.USED DRYWELL FOR ADDITIONAL INFILTRATION AREA. 7 25' TYPE I 12) 1 • 3 D-BOX r, I 5 30' 4 0 2 • 1,250 Gal.CONC. SEPTIC TANK 1 0 o STORM WATER INF.TRENCH 0 B A PROPOSED DIESEL CANOPY EXISTING PRE-ENGINEERED METAL BUILDING EAN-OUT C CERTIFICATION NOTES: 1. SEPTIC SYSTEM WAS CONSTRUCTED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN. A 6' DIA.DRYWELL WAS ENCOUNTERED WITHIN THE BED AREAS. CALCULATIONS WERE PERFORMED, AND BY UTILIZING THE EXISTING DRYWELL,THE REQUIRED INFITRATION AREA AS DESIGNED IS OBTAINED. AS—BUILT DISTANCES_ BLDNG TO TANK D—BOX BED 1 BED2 6'DW CORNER 1 2 3 4 5 § 7 8 9 10 11 12 A 13.0' 22.0' 32.9' 27.2' 41.9' 48.5' 39.4' 50.4' 63.6' 73.5' 62.4' 46.4' 8 47.2' 49.8' 54.4' 46.9' 28.6' 41.3' 54.9' 64.7' 50.1' 62.1' 74.4' 34.1' SEPTIC SYSTEM AS-BUILT GRJH, INC — EXIT 18 GASOLINE SERVICE STATION MAIN STREET NE SCALE: • I"=20' `APS' 6' * PARAGON CIVIL ENGINEERING, P.C. TOWN OF QUEENSBURY 1 r P.O.Box 4139 WARREN COUNTY, NEW YORK p --, *r: 2 Queensbury,NY 12804 SEPTEMBER 30, 2008 7) ` 080289 �O (518)745-1018 `)4) �Qi paragonengineering@roadrunner.com ‹ROF 10NP a CJi%; ,, PROD. NO. 07-038.07AS NYS P.E. LIC. NO. 080299 FIRE MARSHAL'S OFFICE f Town of Queensbury ' 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Permit#08-054 GRJH Exit 18 8/27/2008 I have reviewed the submitted pl ns for the above project, and offer the following comments: 1) The revised layout plans submitted are acceptable to the Fire Marshals Office Deputy Fire Marshal Gary K Stillman 742 Bay Road Queensbury NY 12804 518 761 8205 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net • uww.queensbury.net Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection qeqyest received: Queensbury Building & Code Enforcement Arrive . ` `S am/p D part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: CJ,g6&6 Pt2N)3, kN,5 s NAME: iti PERMIT #: � v O`v LOCATION: /07 GtiA-ice `jn INSPECT ON: g/2�/08 TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size ashing Machine Drain 2 inch minimum leanout every 100 feet/ change of direction Pressure Test Drain / Vents 1 0 Air/ Head �� 5 P.S.I. or 10 ft. above highest connection for 15 minutes _ rk c--5,U ' Pressure Test Water Supply Piping A r &4 e Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent, Attic Vent C`�`� frctizri Duct / Hot Water Piping Insulation If required unheated spaces _ K, Combustion Air Supply for Furnace , Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing l Insulation Inspection Report Office No. (518) 761-8256 Date Inspectio «- ed: Queensbury Building & Code Enforcement Arrive:s • ..g1 i - .art: iv r rr 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Co, ei 3 PERMIT #: 0(6-0 LOCATION: 1 v M a 6- aEF 1 INSPECT ON: TYPE OF STRUCTURE: /A� lough u h PlumbingI Nail Plates /fet747/ Plumbing Vent/Vents in Place ` l 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum p leanout every 100 feet I change of direction 7pressure Test in in I Vent eadvol'aPP . 10 ft. above hi hest connection for 15 minutes Nest 9 Water Supply Piping Air I Head 50 P.S.I 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/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 /0 l._ t Rough Plumbing / Insulation 1 spection Repcort/ Office No. (518) 761-8256 Date Insp- '•niov4. - « ived: Queensbury Building &Code Enforcement Arrive:` ', •art: Ab'crLD gm 742 Bay Road, Queensbury, NY 12804 Inspector's In I - .W NAME: C�fl 7 S PERMS R #: - LOCATION: /- r - INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing /N Plates \�(j,'� `c\/ Plumbing Vent rits in Place Alin minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction ✓� Pressure Test / '�� "cE Drain /Vent ✓� Air/Head P �' 5 P.S.I. or 10 ft. above highest connection for 15 minutes / Pressure Test �f Water Supply Piping / Air/Head ✓ Q!C 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 & / chi Framing I Firestopping Inspection Re• •rt Office No. (518)761-8256 Date In 'on : `7 ,S 1' Queensbury Building &Code Enforcement Arrive: - rt: . 742 Bay Road, Queensbury, NY 12804 Inspecto s In ials: NAME: 66-1 (eim,e RMIT#: '"gC 5 LOCATION: �'�.�-fit r� _ '�e� SPECT ON: TYPE OF STR TURF: ) CriV N N/A COMMENTS: Framing ies.6,.,. lc Access 22" x 30" minimu Jack Studs/Headers VA i t R,� -- w \0 Bracing/Bridging Joist hangers Jack Posts I 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 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%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:\Building&Codes Forms-OLD$Building&Codeanspedion Forms\Fran ng Firestopping Inspection Reportdoc Revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 Date Inspection r-' est re, ed: Queensbury Building &Code Enforcement Arrive: 3'Zo - i410i De.. : 7,.:3- a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia _ NAME: _ f�QC Nr‘7, K) P •MIT NO.: C39.j-65-4 LOCATION: \ Cr( t i)v ! NSPECT ON: to _3O—Og RECHECK: {kL Comments and/or diagram Soil Type." m/ Clay Type of Water: 'unicipal WO Water Water'•- - ion distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. ?-, -s, $1 U_ Size of Stone F--- ` �-- Seepage Pits: Number ` Size: x Stone Size: Piping Size Type _ Building to tank " (11C.Akt#0 Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap ___Y N Inlet/Outlet Pipes&Baffles _Y—N Location/ Separations Foundation to tank 1 Q ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _ _Y_ N Engineer Report and As-Built —Y_ N Location of System on Property: Front Rear Le Right Side) Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Rough Plumbing / Insulation Inspection Report 18 761-8256 Date Inspection - Office No. (5 ) P Queensbury Building &Code Enforcement Arrive: to. .113M1 Fin art: 11°lb‘gitirin 742 Bay Road, Queensbury, NY 12804 Inspector's In ."71 . NAME: C O Z L Q000 F ?M1 PE IT #: -a 4 LOCATION: f O`T( Mpu INS'ECT ON: to_ ZLo-a� TYPE OF STRUCTURE: Y N N/A 1 Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 IA 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 I Head 50 P.S.1 for 15 minutes p Insulation/Residential Check I Commercial Check > t R V t ' R Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent `ALES Door/Window Sealed (No Insulation) • Duct/Hot Water Piping Insulation VoLA, t tJ btu If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape c \ COMMENTS: V't_3tcJ C F tI. ' 5‘.1. -P<I--\of Q. Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection regy �■- - -ed: Queensbury Building&Code Enforcement Arrive: �'-1(� Arm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial I� NAME: CC)Oi l_E Paler) FcW M P: r IT#: () —C�,54 LOCATION: 1®`7 � A 10 b-`-gam- F PECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings — �! Piers Monolithic Slab tz Fr 1 v E.p Reinforcement in Place O0 VAL c)i. PI ER The contractor is responsible for I-.\©D\F-\C. `y o� )t)c Ti providing protection from freezing Ej(,1 6\1 v36 Ft`O 1 t 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 )"---/O 7Xry Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspectio - «- v- •: Queensbury Building & Code Enforcement Arrive: ►. : I, - *art " "��+_ 742 Bay Road, Queensbury, NY 12804 Inspector's In = s. ,/ -- NAME: 1L1( n PE' , IT#:LOCATION: /o - � t�j INS"ECT ON: TYPE OF STRUCTURE: c2) / N/A 1444ifteirr)Rough Pluail Plates �� A�N�S ►\�-, pu_lPlumbing nts in PlaceDrain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain ent 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 GASILtIUr, VA JOB NO. ., PROCEDURE FOR COLUMNS ON 133-0875 r • EXISTING FOOTING 1.) DIG A 2'x3' RECTANGULAR HOLE ' l AT EACH HOLE LOCATION 1,•j 2.) POUR A MINIMUM OF 15"CONCRETE ri IN HOLE ii 3.) PLACE LOWER COLUMN W/STILTS O 4.) BACKFILL HOLE TO 12"BELOW GRADE 0 W Ili DIG A 2'x3' RECTANGULR AT C: • EACH HOLE LOCATION U ''-'--' Z 17-7-\,, ;;;--- ri,-1 -,,:-,, \lc; , , ,.,\\ X ft' GRADE _"; z * $ W � T- 12" LOWER COLUMN 0 • i.--1 .---'-- 4 . BACKFILL TO 12 BELOW GRADE '' • '• zd 4,1)90-o•A 4,•• y1, •" (14 GA.) COLUMN STILT , •4 e'4 C111 • © i . •' '�: POUR A MINIMUM OF 15"OF CONCRETE IN HOLE d a' a'• LJJ in 8 i :: •-•: EXISTING FOOTING y „ .< ' ic,...4.0;.. 14;_e.;;,:ctilef.0).4it-,,i: P1E1'Y Y• %% • DRAWN BY: 1 RP 88224" Jig . • "'kDATE: 6-03—OS v CHECKED BY:DATE: 1J • . i/ 7 2 .`ti,4 � .0 REVISED DATE: I , • .Q SCALE: SHEET NO. 1 1 OF 1 1 /v Framing / Firestopping inspectiori Report Office No. (518)761-8256 Date I pection t - ed: Queensbury Building &Code Enforcement Arrive: .- 14 O.. % -part: _ 45t• 742 Bay Road, Queensbury, NY 12804 Inspector's In' � r NAME: Oho- / ' RMIT# l LOCATI e' : iL L NSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing y. �1 ss 22"x 30" minimum t�n cce Jack Studs/Headers \/'/ Bracing/Bridging Joist hangers — (1‘ - � � Jack Posts I Main Beams `�✓ �TO1� 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 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%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:\8uiiding&Codes Forms-OLD\8uiiding&Codes\Inspection Fofms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Z.2.. .44/76-4)- RI-) Foundation Inspection Report Office No.(518)761-8256 Date Ins %tion rAit - Od" Queensbury Building&Code Enforcement Arrive: \; ,► _ Dep : 742 BayRd. ueensb NY 12804 Inspector'sIni,Q m'Y, iJ /RIAU �NAME: t� ' 0 r-S #: (J LOCATION: t b 7- h Si r�tt. 9 ` e(,/) 1 K INSPECT ON: r elay TYPE OF STRUCTURE: Comments, Y N N/A Footings Monolithic Slab Dg� Reinforcement in Place - 5\ $% \ The contractor is responsible for providing protection from freezing for 48 hours following the placement 1 T\ . of the concrete. F)C-� �t)(, LCj - v\LL Materials for this purpose on site. E1ZC,t LA I- Foundation/Wallpour Reinforcement in Place / � • lJt=�c ) \-- � \ Footing Dowels or Keyway in place 6\1.T= Foundation Dampproofmg 1A0\>1F1l Foundation Waterproofing Footing Drain Daylight or Sump i �-L E i �cJ z O►�' Footing Drain Stone: \?t% \ 12 inch width 6 inches above footing \dam_ 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 � � FIRE MARSHAL'S OFFICE .� 1 Town of Queensbury VirS 742 Bay Road, Queensbury, Ni 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW GRJH exit 18 4/11/2008 The following items are noted as needing attention, based on submittals 4/11/08: 1) Mechanical drawings do not indicate CFM rating 2) FM to check on propane fill station 3) The current position of sales counter would prohibit compliance with NYSFC 2204.2 Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8205 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net • www.queensbury.net N, 41104 Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Building & Code Enforcement Building Permit#2008-054 Cobble Pond Farms Phone: (518)761-8256 Date: 03/20/08 (518)745-4437 Email: codes@queensbury.net Dear Lloyd Helm Your building permit application has been reviewed and found to be deficient in the following areas: 1 .i•dress fire marshal's plan review issues provided. emit a complete Comchek, one provided was incomplete. ' ovide the following plans not submitted C, Pl , & cal. 'it'vide details of all service counters, showing 34" accessibility heights, etc. •I"rovide interior finish schedule. %%4' ovide no parking sign at handicap access aisle. r,/' ovide canopies over required exit doors,must cover door swing which would be 3' x 3'. �. ide a letter from architect that at completion of project a letter approving building will be submitted to our -''ice, as required for issuance of certificate of occupancy. ,I hay oken with e Barton at Morton Buildings,he will provi ur office wi special inspections contract r co e ands it testin ui 'n ort uildings wi submit ale er om their 'neer signing o on structure up pletion. Please feel free to contact this office with any questions regarding this plan review. Sinc= el , B. LD `1: ! - •LFICE ✓/ / A#1I CIA / I L:\Sue Hemingway\Building.Permit.FORMS\deficient building permit Jan 2003.doc � � FIRE MARSHAL'S OFFICE to kl__ Town of Qiteensbury E 742 Road, Queensbury, NY 12804 ��: Bay "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW GRJH Exit 18 3/19/2008 The following items are noted as needing attention or further code research: 1) Provide electrical plan indicating all exit and emergency lighting fixtures 2) Truss ID signage required(see attached) 3) Provide mechanical drawings showing HVAC equipment and CFM ratings 4) Provide details on location of Emergency Activation Button for suppression system for use by attendant 5) Fire extinguisher locations to be discussed. 6) Review does not include any changes to tanks, pumps or canopies. 7) Provide details of the status of propane filling station 8) Provide complete site drawing showing building and its location to current canopy,pumps and underground tanks, if different from submittal of 3/8/2007. si,,,Nt\ve Fire Mars al Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8205 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net • unvw.queensbury.net CHECKLIST NYS BUILDING CODE(BC) Building: C .0 Q®gyp F cq, NYS FIRE CODE(FC) NYS PLUMBING CODE(PC) Location: ©--j ,M NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: 3..-n._.. NYS ENERGY CODE(ECC) Reviewer: Publication Date: April 2005 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 tik 5 Type of Construction BC-Table 601 81 ri7 6 Truss I.D. i/ tOovE Woot•os 7 No.of Sleeping Units/Level BC-202 14& No.of Units-Total 31 No.of Occupants BC-Table 1003.2.2.2 201 • 8 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 , . ..- Atriums BC-404 37 9 Basement Definition BC-502.1 71 (See page 8 of this check list) ® / Legend: NR=Not Required NS=Not Shown NA= Not Applicable Note: *Non-separated occupancies impose the most restrictive requirements Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 10 Heights&Building Areas Maximum Tabular Area BC-Table 503 72 C‘� O '2_52..rO Maximum Tabular Height BC Table 503 72 40 z3 27,'Tc Maximum Stories BC-Table 503 72 A i CJQvt Mezzanines BC-505 73 11 Sprinkler System(water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 �„/` ------ Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 12. Frontage&Sprinkler Credits Area Modifications(calc.) BC-506 74 ,/ /---- Height Modifications BC-504 73 13. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area /--- Max Aggregate Area BC-503.3 73 fir'~ (Allowable Area/Flr.x No.of Stories up to 3 maximum) 14. Fire Apparatus Road FC-503.1 29 (150'rule)Hydrant Reg. FC 508.5 31 15. Exterior Walls Distance Separation* BC-Table 602 82 / .---- Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible Distance separations are doubled if fire fighting water is not available(FC-508.1.3). NOTES: Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 16. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition(Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 _ Draft Stopping BC-716.3 108 17. Space Attic Accessory&Crawl Space BC-1208 250 2.0K 3 0 "a"x 3o` Min.Rm.Dimensions BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 1 (p'` 9 i-p•t 18. Ventilation (Nat.or Mech.) BC-1202.1 _ 249 7 --->. 19. Light(Nat.or Mech.) BC-1204.1 250 20. Exits Remoteness BC 1004.2.2.1 218 Z' exrj, AG\ Occupancy Load BC Table 1003.2.2.2 20196 X j One Exit Permitted BC Table 1005.2.2 224 60 Stair Enclosure BC-1005.3.2 224 i `l‘''' Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 l Pti Corridor Width BC-1004.3.2.2 221 Capacity of Exits(calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table 1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 Canopies over Exits L. P� �7cQ��c�-� 21. Stairs �---'' Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 �r` Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails both sides BC-1003.3.3.11 215 Guards BC 1003.3.2.12 205 Max Rise 12'with landings BC-1003.3.36 215 Platform top&bottom of BC-1003.3.3.4 214 stairs Page 3 of 10 Amoto No. Topic Code Page Required Actual Section No. or Allowed 22. Structural Snow Loading-Ground BC Fig 1608.2 296 6JbtA.CrI-0 Snow Loading-Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading(calc.) BC-1609 297 Roof Walls q 1 C> Gi 0 Windows Seismic Loading(calc.) BC-1614 315 _ tt 1t s Foundation Depth BC-1805.2 398 -------> 23. Interior Finishes BC-Table 803.4 161 074. C oci E 1� 24. Swimming Pools BC-3109 629 _ �- 25. Sun Rooms BC Appendix' 693 _ r—___ 26. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 --- " 7 Emergency Power BC-2702 611 General Lighting Exits BC 1003.2.11 204 Stairs 27. HC-ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 c ✓�.-- Route BC-1104.1 238 ,-f Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241 ---- #of Dwelling Units BC-1107.6.2 241 f Toilet Facilities BC-1109.2 244 t E tacIA o Y-) , Service Counters BC-1109.12.3 246 3y'®, to p %v.5 Areas of Refuge BC-1003.2.13.5 207 ?Signage IJt� � iz�/u; , Supplemental HC Req'mts Appendix E 681 L9 160 (_ Push/Pull entrances door ANSI-A117.1-1998 tkLc-ESS ASS F approach `--------- 28. SPECIAL INSPECTIONS BC-1704 379 4e.17 Notes: 4 1 c,r�() la Contacts for concrete and structural inspection e-t' Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 29. Fire Protection Equipment Central StationMonitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extinguishing Syst. FC-904 59 Kitchen HoodExtinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extinguishers FC-906 64 Fire Alarm Systems&SD FC-907.2 66 Fire Alarm Boxes& Zones FC-907.4.1, 907.9 72,73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 Basements FC-903.2.10.1 56 Fan Shutdown 30. Plumbing Code Fixture Count PC-Table 403.1 21 ��pj(=, IZt, ._ Drinking Fountain,Service Q .* ? z> - Sink ) Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 l Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art.10-A UFPBC-904.6 12,340 Vent size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 .- Air Admittance Valves PC-917 67 Notes: Page 5 of 10 No. Topic Code Page Required Actual Section No. Or Allowed 31. Mechanical Code Ventilation Rates MC-Table 403.3 24 OWE_ Propane Below Grade MC-502.8.10.1 31 L Dryer Exhaust MC-504 33 > 1!El Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 L j Air Plenums MC-602 47 Fire&Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces-Def. MC-202 5 Fan Shutdown/Alarm MC-606.2 50 System 32. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig.503.5.4 63 Gas Vent Termination FGC-Fig.503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 _ 33. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation-Heating ECCC-Table 503.3.3.1 44 Duct Insulation-Heating ECCC-Table 503.3.3.3 45 Pipe Insulation Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 omcheck Computer Software A F j` � Compliance Report Required 34. Special Inspections BC 1704 379 f t r.1'err 5 1/4PQ,M_rT 35. Sound Transmission BC 1206 _ 251 a•-e -k'S 36. Ice&Snow Shield Reg. 37. No Reinforcing in Footings Notes: Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage Increase: If=100(F/P-0.25)W =Answer in% 30 Note: If=75%when 4 sides accessible&water available Allowable Area: Aa =Atable + (Arable X If + (Arabke X IS)=Answer in Square Feet (BC-Pg.74) 100 100 2. Exit Capacity Calculation (Table 1003.2.3)(BC-Pg.202) (Occupancy Load for Exit) x(Egress Width per Occupant)_(Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq.7-1)(pg-69)&(Eq.7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf =0.7CeCtIPg=Flat Roof Snow Load Where: Pf=Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce=Exposure Factor (BC-Table 1608.3.1)(Pg.297) Ct =Thermal Factor (BC-Table 1608.3.2)(Pg.297) I = Importance Factor (BC-Table 1604.5)(Pg.287) Pg=Ground Snow Load (BC-Fig.1608.2)(Pg. 296) Ps =C,Pf=Sloped-Roof Snow Load Where: PS=Sloped-Roof Snow Load CS=Roof Slope Factor (ASCE 7-98)(Pg.70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls,the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building,between the building and a point 6 feet from the building. 9. MFZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room of space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area,aggregate area). 10. SMOKE BARRIER: A continuous membrane,either vertical or horizontal,such as a wall,floor,or ceiling assembly,that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr.fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane,except that a basement shall be considered as a story above grade plan where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above finished ground level for more than 50%of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. Page 9 of 10 rage or cC [ FOR: GRJH, Inc. JOB# 13 Queensbury, NY MAK 17 10U8 BUILDING USE: Convenience Store TOWN OF QUEENSBURY BUILDING DESCRIPTION: WIDTH BW:AtADING & CODES LENGTH BL:=60•ft OVERHANG WIDTH OW:=2•ft EAVE HEIGHT EH:=13•ft ROOF SLOPE RS 6 /12 F COPY BAY SPACING BS :=7.5•ft BUILDING CLASSIFICATION BC: II IMPORTANCE FACTOR I:=1.0 DESIGN LOADS: ROOF LIVE LOAD LL:=34•psf DEAD LOAD DL:=4•psf CEILING LOAD CL:=3•psf WIND SPEED V zc :=90 mph EXPOSURE CATEGORY EC:="B" ENCLOSURE CLASSIFICATION... EnC:_"ENCLOSED" REFERENCED STANDARDS: ASCE 7-05 BCNYS 2007 COLUMN CALCULATION: p.A.2E.1 ; '� SSS p.A.3E.1 sffs '�'.ss s►f ss a p.A.1E.1 -. EH= 13•ft p.A.4E.1 BH= 11.5•ft a M BW=42•ft WIND DESIGN COEFFICIENTS: WIND DIRECTIONALITY FACTOR KA :=0.85 3-SECOND GUST SPEED POWER LAW EXPONENT a = 7 NOMINAL HEIGHT OF THE ATMOSPHERIC BOUNDARY LAYER.... z = 1200• NEW r MEAN ROOF HEIGHT H= 18.2 . 4 • HEIGHT ABOVE GROUND LEVEL (ASCE minimum) z= 30• y�1.. gV��• # VELOCITY PRESSURE EXPOSURE COEFFICIENT KZ =$.tj •. ' r ✓ .�Y Z. VELOCITY PRESSURE... 0.00256•K K V 2•I•psf q= 12.348°psfr .d• `�4' 1• • q �= Z' d' 3S ' • • •EDGE STRIP WIDTH.... ESW=4.2•ft • END ZONE WIDTH EZW= 8.4•ft 03 . 14 • ° a Page 2 of 7 INTERNAL PRESSURE COEFFICIENTS: GC pi.IN=—0.18 GC pi.OUT=0.18 EXTERNAL PRESSURE COEFFICIENTS -CASE A-TRANSVERSE LOADING: END ZONES GC pf.A.1E=0.728 GC pf.A.2E=—0.19 GC pf.A.3E_—0.585 GC pf.A.4E_—0.535 INTERIOR ZONES GC pf.A.1 =0.55 GC pf.A.2=—0.099 GC pf.A.3 =—0.447 GC pf.A.4=—0.391 DESIGN PRESSURES -CASE A-TRANSVERSE LOADING: END ZONES P A.1E.1 :=q'r GC pf.A.1 E—GC pi.IN p A.1E.1 = 11.21 opsf P A.2E.1 :=q'(GC pf.A.2E—GC pi.IN P A.2E.1 =—0.127 opsf P A.3E.1 :=q'(GC pf.A.3E—GC pi.IN' P A.3E.1 =—5.001°psf P A.4E.1 '=q'I GC pf.A.4E— GC pi.1N p A.4E.1 =—4.383°psf p A.1E.2 ' q (GC pf.A.1E—GC pi.OUT p A.1E.2 = 6.764°psf P A.2E.2 =q',GC pf.A.2E— GC pi.OUT P A.2E.2=—4.572 opsf P A.3E.2 '=q• GC pf.A.3E— GC pi.OUT; P A.3E.2 =—9.446 opsf P A.4E.2 '=q'!,GC pf.A.4E— GC pi.OUT P A.4E.2 =—8.829 opsf INTERIOR ZONES p A.1.1 :=q'(GC pf.A.1— GC pi.IN p A.1.1 = 9.011 opsf p A.2.1 '=q' GC pf.A.2— GC pi.N; P A.2.1 = 0.998°psf p A.3.1 q' GC pf.A.3—GC pi.IN! p A.3.1 =—3.299°psf P A.4.1 :=q'(GC pf.A.4— GC pi.INJ P A.4.1 =—2.601°psf Pq' P A.1.2=4.565°psf A.1.2 GC pf.A.1— GC pi.OUT) P A.2.2:=q'(GC pf.A.2— GC pi.OUT) P A.2.2=—3.447°psf P A.3.2:=q'I GC pf.A.3—GC pi.OUT! P A.3.2 =—7.745°Psf P A.4.2 :=q'(GC pf.A.4—GC pi.OUT P A.4.2 =—7.046 opsf Page 3 of 7 COLUMN DESIGN CRITERIA: DL-FCL)•BS•(OW)+8302lb P P= 8789.5•lb (Worst Case) Columns in End Zone: EZW= 8.4•ft ' Note: Moments at points Ma and Mb and uplift are taken from the attached listing of computer program for building frame analysis. (See A6) Wi EH= 13•ft M a:=57083.618•inlb M b :=38000.467•inlb cw= 5.50in uplift:=406.221•lb END ZONE COLUMNS P N:=P—uplift Column_Size= "3— 2x6 Laminated Column w/2x6 stiffener" A= 33°spin F c= 1750°psi S= 30.25 acuin F b = 19000psi ld=25.09 2 M 12 ; in] INTERACTION_VALUE:= P N a ft A•Fl c•1.6 fc li S•Fb•1.6. 1— FCEi INTERACTION_VALUE=0.988 SPLICE CHECK(Mb) A s= 33°sgin F c s= 17500psi S s = 22.69 Qcuin F b s = 1900 0psi 2 Mb •12rin� INTERACTION_VALUE:_} N + ft ,As•F1 c•1.6 fc S s.F bs•1.6. 1 — FCEG INTERACTION_VALUE=0.974 Page 4 of 7 TRUSS TO COLUMN CONNECTION: Truss is saddled between outside members of column and bearing on center member with (2) 1/2" Diameter through Machine Bolts and(8) 20d R.S. Nails Connector Load = 3114.2•lb P= 7072.5•lb Area centermember= 8.25°sqin (P— Connector_Load) Bearing_Stress := Bearing_Stress =479.794 psi Area centermember FOOTINGS: Allowable_Soil_Bearing_Pressure:=2000•psf P:=8789.5 lb (Side with snow retainers) Footing_Diameter= 30 ain Footing_Thickness= 12°in Area act Footing_Diameterz•n Area act=4.909•ft2 4 Area raid = Area raid= 4.395•ft2 Allowable_Soil_Bearing_Pressure g P:=7528.5 lb (Side without snow retainers) Footing_Diameter=30 Din Footing_Thickness= 12 ain Area act Footing_Diameter2 Area act= 4.909•ft2 4 Area red P Area red= 3.764•ft2 g Allowable_Soil_Bearing_Pressure g rage a cm I PURLINS: 2 x 4 purlins, No.2 SPF F b :=2100•psi Purlin spacing PS :=23.in Roof sheeting load SL:=0.9•psf Purlin dead load PL:=1.1•psf TOTAL_LOAD:=47 psf+SL+PL (Worst Case) TOTAL_LOAD=49°psf M max:=.1071•TOTALLOAD• PS •BS2 M max 12• = 565.789•Ib•ft in ft, M max•12. ft I S re d _ S re d=2.811 ocuin 9 Fb•1.15 9 SIDEWALL NAILERS: SP = 7 125•ft / 2 x 4 nailers, 2100f MSR SPF F b :=2100•psi NAILER SPACING NS:=34.in NAILER TRIBUTARY AREA NTA= 21.25°sgft NAILER WIND LOAD NWL:=19.5•psf NWT.. NS •(BS— .375•ft)2 12•;in k f t M max:= M max=350.6•1b•ft 8 M max'12•i in S red = S red= 1.138•ruin - F b•1.10.1.6 9 Page 6 of 7 EMBEDMENT: Design Criteria: Restrained at ground with Base Anchor Straps in concrete floor To find required embedment depth, solve simultaneous equations below Initial try: d :=4•ft S 3 :=1600•psf hP :=M a B =0.592•ft GIVEN d2=4.25•hP S 3'B lb S 3=150.2.1.33•d•j cuft d S 3 :=Find(d,S 31 COLUMN EMBEDMENT DEPTH: d =4.4070ft S 3 = 1758.387°psf Soil Classification#3 BASE ANCHOR STRAP CHECK 300 Horizontal Shear at Grade: 3/16"X3/4"X30" SHEAR:=1123.265•lb H.R. Flat Steel IN 0.177"x 2.25" Allowable Shear resisted by two Base Anchor Straps: Stainless Steel Consider 22,000 psi steel Anchor Nails Steel Area = 0.105 in2 3 Member Column Therefore Allowable Shear =4620 lb Allowable Shear resisted by 8 - Stainless Steel Nails: = 8(216)(1.6) =2764 lb Allowable Withdrawal of Strap in Concrete: = (1.0 in)(0.75 in)(2)(2000 psi) =3000 lb Page 7 of 7 SEISMIC DESIGN Seismic_Use_Group:_"I" Site Class:_"D" Spectral response acceleration @ short periods (Ss): S s:=.275 Spectral response acceleration @ 1-second periods (Si): S 1 :_.077 Site coefficient(fa): F a= 1.58 Site coefficient (k): F v= 2.4 Sms:=Fa•Ss Sms=0.435 S m1 :=F v•S 1 S m1 = 0.185 SDS := 2!•Sms SDS=0.29 SD1 :=13,�•Sml SDl =0.123 Seismic_Design_Category_S s= "B" Seismic_Design_Category_S 1 = "B" Note: Most severe category governs; therefore Seismic_Design_Category= "B" SIMPLIFIED ANALYSIS PROCEDURE (SAP) FOR SEISMIC DESIGN OF BUILDINGS Response modification factor(R): R:=7.0 1.2•S DS V:= •W R V= 3129.1b Job Mark Quan Type Span P1-Hi Left OH Right OH Engineering 1330875 Rl 1 Z2N 410900 6.047 0 0 HO 1-3-8 HO 1-3-8 TCI 41-9-0 #18G-MN18-11.25x17.5 B 5.9371 15.937 #8.75x11.25 #8.75x11.25 L T2 T3 M &11.25x11.25 &11.25x11.25 i Al... 400 So" 11-8-12 3.75x10 �� W4 I #3.75x10 K N 10-8-3 6.047E W2 W6 WS 6.047 &110410N18-8.75x16.2g W3 W7 4 &18G-MN18-8.75x16.25 1-4D W8 W1 W9 C - .090771:0 PB2-_- - B1 F E B2 D B3 II J #18G-MN18-11.25x16.25 #2.5x5 #18G-84N18-11.25x16.25 G &18G-MN18-8.75x16.25#8.75x8.75 I H #8.75x8.75&18G-MN18-8.75x16.25 &18G-MN18-8.75x16.25 #11.25x11.25 #11.25x11.25 &18G-MN18-8.75x16.25 BC 12-11-0 I 15-11-0 I 12-11-0 B 41-9-0 B EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.152"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 725.6 LBS A 8302 0 5- 8 6-14 ** Jt Type Plt Size X Y JSI C 7041 0 5- 8 5-13 ** A MN20 10.0x15.011.3 5.4 0.94 Online Plus -- Version 20.0.025 A MN20 11.2x22.516.0 3.6 0.87 RUN DATE: 11-MAR-08 Membr CSI P Lbs Axl-CSI-Bnd K MN20 3.8x10.0 Ctr Ctr 0.50 Top Chords 0 MN20 11.2x15.0 Ctr Ctr 1.00 CSI -Size- ----Lumber---- A -K 0.91 13230 C 0.29 0.62 L# MN20 8.8x11.2-1.4-1.4 0.61 TC 0.94 2x12 SP-#1 K -O 0.94 13325 C 0.29 0.65 B# MN18 11.2x17.5 Ctr-1.4 0.80 BC 0.57 2x12 SP-2252 0 -L 0.81 12731 C 0.28 0.53 M# MN20 8.8x11.2 1.4-1.4 0.38 WB 1.00 2x 6 SP-#i L -B 0.72 11091 C 0.20 0.52 P MN20 8.8x16.2 Ctr Ctr 0.94 EX J -K 2x 4 SP-#1 B -M 0.52 10511 C 0.18 0.34 N# MN20 3.8x10.0 Ctr Ctr 0.30 EX I -B 2x 8 SP-#1 M -P 0.49 11153 C 0.20 0.29 C MN20 8.8x16.2-7.7 5.4 0.94 EX E -B 2x 4 SP-#1 P -N 0.61 11571 C 0.22 0.39 C MN20 11.2x22.5-7.7 3.7 0.80 EX B -H 2x 8 SP-#1 N -C 0.66 11602 C 0.22 0.44 J# MN20 8.8x 8.8 1.2 0.6 0.70 EX G -N 2x 4 SP-#1 Bottom Chords F# MN18 11.2x16.2 Ctr Ctr 0.77 PB --- 2x10 SP-#1 A -J 0.57 11748 T 0.34 0.23 I# MN20 11.2x11.2 0.6 0.6 0.88 J -F 0.52 9916 T 0.29 0.23 E# MN20 2.5x 5.0 Ctr Ctr 0.61 Brace truss as follows: F -I 0.43 9914 T 0.29 0.14 H# MN20 11.2x11.2-0.6 0.6 0.67 O.C. From To I -E 0.28 7290 T 0.21 0.07 D# MN18 11.2x16.2 Ctr Ctr 0.71 TC 2- 0- 0 0- 0- 0 41- 9- 0 E -H 0.27 7290 T 0.21 0.06 G# MN20 8.8x 8.8-1.3 0.6 0.47 BC 7- 6- 0 0- 0- 0 41- 9- 0 H -D 0.32 9341 T 0.27 0.05 WB (1) -2x4 T-Brace on I -L D -G 0.48 9343 T 0.27 0.21 # = Plate Monitor used Attach to 1-1/2" edge w/10d G -C 0.51 10282 T 0.30 0.21 nails at 6" o.c. T-Brace Webs REFER TO ROBBINS ENG. GENERAL must cover 90% of web length J -K 0.41 2409 C NOTES AND SYMBOLS SHEET FOR and have an moe >= 1.40E6. J -L 0.32 2798 T ADDITIONAL SPECIFICATIONS. I -L 0.56 3858 C T-Br Loading Live Dead (psf) I -B 0.46 4848 T NOTES: TC 34.0 4.0 E -B 0.05 326 T Trusses Manufactured by: BC 0.0 3.0 B -H 0.36 3789 T Morton Buildings, Inc. Total 34.0 7.0 41.0 H -M 1.00 2760 C Analysis Conforms To: Spacing 90.0" M -G 0.16 1437 T ANSI/TPI 95 & 02 Lumber Duration Factor 1.15 G -N 0.25 1476 C NOTE: USER MODIFIED PLATES Plate Duration Factor 1.15 This design may have plates TC Fb=1.00 Fc=1.00 Ft=1.00 TL Defl -0.48" in F -I L/999 selected through a plate BC Fb=1.00 Fc=1.00 Ft=1.00 LL Defl -0.42" in F -I L/999 monitor. Hz Disp LL DL TL Max comp. force 13325 Lbs Load Case # 1 Standard Loading Jt C 0.13" 0.02" 0.15" Quality Control Factor 1.00 Lumber Duration Factor 1.15 Shear // Grain in A -K 0.59 Plate Duration Factor 1.15 plf - Live Dead From To Plates for each ply each face. TC V 255 30 0.0' 41.8' PLATING CONFORMS TO TPI. BC V 0 23 0.0' 41.8' REPORTS: ICC-ES ER-2929 TC V 120 0 0.0' 20.9' Plate - MN20 20 Ga, Gross Area Plate - MN18 20 Ga, Gross Area Jt React Uplft Size Req'd Plate - MT8H 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Plate - MT16 20 Ga, Gross Area Robbins Engineering,Inc./Online Plus'.©1996-2007 Version 20.0.025 Engineering-Portrait 3/11/2008 11:33:31 AM Page 1 42 Ft. frame NUMBER OF POINTS = 26 NUMBER OF MEMBERS = 41 NUMBER OF ROLLER SUPPORTS = 0 NUMBER OF PINNED OR FIRL SUPPORTS = 2 NUMBER OF FIXED SUPPORTS = 0 ALLOWABLE MEMBER STRESSES IN PSI, NORMAL LOAD DURATION MEM. USE ALLOWABLE MODULUS OF GROUP TYPE BEND COMP TENS WIDTH DEPTH ELASTICITY 1 CS 1700. 0. 0. 4.500 5.500 .170E+07 2 CS 1700. 0. 0. 3.000 5.500 .170E+07 3 CS 1600. 0. 0. 1.500 9.250 .150E+07 4 WU 1850. 0. 0. 1.500 3.500 .150E+07 5 WU 1850. 0. 0. 1.500 3.500 .150E+07 6 CS 1700. 0. 0 . 4.500 5.500 .170E+07 7 CS 1700. 0. 0. 3 .000 5.500 .170E+07 THE LOAD DURATION FACTOR IS 1.60 POINT COORDINATES POINT X-COORD Y-COORD NO. (IN) (IN) 1 .000 138.000 2 .000 .000 3 78.000 99.000 4 -78.000 99.000 5 78.000 .000 6 -78.000 .000 7 156.000 60.000 8 -156.000 60.000 9 156.000 .000 10 -156.000 .000 11 180.000 48.000 12 -180.000 48.000 13 216.000 30.000 14 -216.000 30.000 15 216.000 .000 16 -216.000 .000 17 252.000 12.000 18 -252.000 12.000 19 252.000 .000 20 -252.000 .000 21 252 .000 -90.000 22 -252.000 -90.000 23 252.000 -126.000 24 -252.000 -126.000 25 252.000 -144.000 26 -252 .000 -144.000 MEMBER LAYOUT MEMBER NEGATIVE END POSITIVE END MEMBER NUMBER POINT CONDITION POINT CONDITION GROUP 1 24 RIGID 22 RIGID 2 2 22 RIGID 20 RIGID 1 3 20 RIGID 18 RIGID 1 4 18 PINNED 14 RIGID 3 5 14 RIGID 12 RIGID 3 6 12 RIGID 8 RIGID 3 7 8 RIGID 4 RIGID 3 8 4 RIGID 1 RIGID 3 9 1 RIGID 3 RIGID 3 10 3 RIGID 7 RIGID 3 11 7 RIGID 11 RIGID 3 12 11 RIGID 13 RIGID 3 13 13 RIGID 17 PINNED 3 14 17 RIGID 19 RIGID 6 15 19 RIGID 21 RIGID 6 16 21 RIGID 23 RIGID 7 17 20 PINNED 16 RIGID 3 18 16 RIGID 10 RIGID 3 19 10 RIGID 6 RIGID 3 20 6 RIGID 2 PINNED 3 21 2 PINNED 5 RIGID 3 22 5 RIGID 9 RIGID 3 23 9 RIGID 15 RIGID 3 24 15 RIGID 19 PINNED 3 25 20 PINNED 14 PINNED 3 26 18 PINNED 16 PINNED 3 27 14 PINNED 16 PINNED 3 28 13 PINNED 15 PINNED 3 29 13 PINNED 19 PINNED 3 30 15 PINNED 17 PINNED 3 31 8 PINNED 10 PINNED 4 32 4 PINNED 6 PINNED 4 33 1 PINNED 2 PINNED 4 34 5 PINNED 3 PINNED 4 35 9 PINNED 7 PINNED 4 36 10 PINNED 4 PINNED 4 37 6 PINNED 1 PINNED 4 38 1 PINNED 5 PINNED 4 39 3 PINNED 9 PINNED 4 40 26 RIGID 24 RIGID 1 41 23 RIGID 25 RIGID 6 REACTION CONDITIONS POINT REACTION HORIZ VERT NUMBER TYPE DISPL DISPL 25 FIX .00 .00 26 FIX .00 .00 MEMBER PROPERTIES MEMBER LENGTH WIDTH DEPTH MODULUS OF NUMBER (IN) (IN) (IN) ELASTICITY 1 36.000 3.000 5.500 .170E+07 2 90.000 4.500 5.500 .170E+07 3 12.000 4.500 5.500 .170E+07 4 40.249 1.500 9.250 .150E+07 5 40.249 1.500 9.250 .150E+07 6 26.833 1.500 9.250 .150E+07 7 87.207 1.500 9.250 .150E+07 8 87.207 1.500 9.250 .150E+07 9 87.207 1.500 9.250 .150E+07 10 87.207 1.500 9.250 .150E+07 11 26.833 1.500 9.250 .150E+07 12 40.249 1.500 9.250 .150E+07 13 40.249 1.500 9.250 .150E+07 14 12.000 4.500 5.500 .170E+07 15 90.000 4.500 5.500 .170E+07 16 36.000 3.000 5.500 .170E+07 17 36.000 1.500 9.250 .150E+07 18 60.000 1.500 9.250 .150E+07 19 78.000 1.500 9.250 .150E+07 20 78.000 1.500 9.250 .150E+07 21 78.000 1.500 9.250 .150E+07 22 78.000 1.500 9.250 .150E+07 23 60.000 1.500 9.250 .150E+07 24 36.000 1.500 9.250 .150E+07 25 46.861 1.500 9.250 .150E+07 26 37.947 1.500 9.250 .150E+07 27 30.000 1.500 9.250 .150E+07 28 30.000 1.500 9.250 .150E+07 29 46.861 1.500 9.250 .150E+07 30 37.947 1.500 9.250 .150E+07 31 60.000 1.500 3 .500 .150E+07 32 99.000 1.500 3.500 .150E+07 33 138.000 1.500 3.500 .150E+07 34 99.000 1.500 3.500 .150E+07 35 60.000 1.500 3.500 .150E+07 36 126.036 1.500 3 .500 .150E+07 37 158.518 1.500 3.500 .150E+07 38 158.518 1.500 3.500 .150E+07 39 126.036 1.500 3.500 .150E+07 40 18.000 4.500 5.500 .170E+07 41 18.000 4.500 5.500 .170E+07 THE STRUCTURE HAS UNIFORM LOADS AS FOLLOWS MEMBER HORIZ VERT NUMBER COMP COMP (PLI) (PLI) 1 7.010 .000 2 7.010 .000 3 7.010 .000 4 - .080 .080 5 - .080 .080 6 - .080 .080 7 - .080 .080 8 - .080 .080 9 3.130 3.130 10 3.130 3.130 11 3.130 3.130 12 3.130 3.130 13 3 .130 3.130 14 2.740 .000 15 2 .740 .000 16 2.740 .000 40 7.010 .000 41 2.740 .000 ******************************* RESULTS ******************************* *** REACTIONS *** REACTION HOR. COMP. VERT. COMP. MOMENT POINT (LBS) (LBS) (IN-LBS) 25 -782.035 -402.699 47984.755 26 -1123.265 -406.221 57083.618 *** STRENGTH ANALYSIS *** MEMBER END ACTIONS MEMBER LOCATION AXIAL SHEAR MOMENT NUMBER (LBS) (LBS) (IN-LBS) 1 NEG END -406.221 997.085 38000.467 POS END 406.221 -744.725 -6647.885 2 NEG END -406.221 744.725 6647.885 POS END 406.221 -113.825 31986.870 3 NEG END 168.664 -2623.512 -31986.870 POS END -168.664 2707.632 .000 4 NEG END 1233.456 203.721 .000 POS END -1233.456 -206.940 8264.393 5 NEG END -69.154 -176.483 -8264.393 POS END 69.154 173.263 1225.901 6 NEG END -69.154 -173 .263 -1225.901 POS END 69.154 171.116 -3394.428 7 NEG END 35.517 38.227 3394.428 POS END -35.517 -45.203 243.382 8 NEG END -422.699 13 .535 -243.382 POS END 422 .699 -20.512 1727.960 9 NEG END -906.176 -144.556 -1727.960 POS END 906.176 -128.401 1023.526 10 NEG END -1439.371 -101.262 -1023 .526 POS END 1439.371 -171.695 4094.605 11 NEG END -1215.390 -276.267 -4094.605 POS END 1215.390 192 .280 -2191.616 12 NEG END -1215.390 -192.280 2191.616 POS END 1215.390 66.300 -7395.447 13 NEG END -2075.903 120.751 7395.447 POS END 2075.903 -246.731 .000 14 NEG END -719.600 -3034.770 .000 POS END 719.600 3001.890 -36219.958 15 NEG END -402.699 387.475 36219.958 POS END 402.699 -634.075 9749.787 16 NEG END -402.699 634.075 -9749.787 POS END 402.699 -732.715 34352.005 17 NEG END -1743.719 253 .130 .000 POS END 1743.719 -253 .130 9112.671 r 18 NEG END -48.217 -214.564 -9112.671 POS END 48.217 214.564 -3761.148 19 NEG END 347.462 53 .592 3761.148 POS END -347.462 -53.592 419.022 20 NEG END 466.157 -5.372 -419.022 POS END -466.157 5.372 .000 21 NEG END 466.157 -8.795 .000 POS END -466.157 8.795 -686.043 22 NEG END 835.371 40.606 686.043 POS END -835.371 -40.606 2481.197 23 NEG END 1414.983 -194.220 -2481.197 POS END -1414.983 194.220 -9171.987 24 NEG END 2703.351 254.777 9171.987 POS END -2703.351 -254.777 .000 25 NEG END -1293.401 .000 .000 POS END 1293.401 .000 .000 26 NEG END 1787.216 .000 .000 POS END -1787.216 .000 .000 27 NEG END -97.474 .000 .000 POS END 97.474 .000 .000 28 NEG END -19.541 .000 .000 POS END 19.541 .000 .000 29 NEG END 892.990 .000 .000 POS END -892.990 .000 .000 30 NEG END -1358.058 .000 .000 POS END 1358.058 .000 .000 31 NEG END 234.052 .000 .000 POS END -234.052 .000 .000 32 NEG END 268.963 .000 .000 POS END -268.963 .000 .000 33 NEG END 3.423 .000 .000 POS END -3 .423 .000 .000 34 NEG END -702.626 .000 .000 POS END 702.626 .000 .000 35 NEG END -500.836 .000 .000 POS END 500.836 .000 .000 36 NEG END -639.355 .000 .000 POS END 639.355 .000 .000 , 37 NEG END -241.222 .000 .000 POS END 241.222 .000 .000 38 NEG END 750.348 .000 .000 POS END -750.348 .000 .000 39 NEG END 936.562 .000 .000 POS END -936.562 .000 .000 40 NEG END -406.221 1123.265 57083 .618 POS END 406.221 -997.085 -38000.467 41 NEG END -402.699 732.715 -34352.005 POS END 402.699 -782.035 47984.755 POINT DISPLACEMENTS DISPL. , HORIZ. OR DISPLACEMENT, DISPLACEMENT, POINT IN DIR. OF ROLLER VERTICAL ROTATIONAL NUMBER (IN) (IN) (RADIANS) 1 .196E+01 .263E-01 .422E-03 2 .195E+01 .264E-01 .144E-04 3 .198E+01 .469E-01 .648E-04 4 .196E+01 .210E-01 - .127E-03 5 .195E+01 .381E-01 .212E-04 6 .196E+01 .244E-01 - .528E-04 7 .198E+01 .481E-01 .403E-03 8 .197E+01 .107E-01 .828E-03 9 .195E+01 .443E-01 .493E-03 10 .196E+01 .125E-01 .826E-03 11 .200E+01 .664E-01 .541E-03 12 .198E+01 - .172E-01 .103E-02 13 .200E+01 .680E-01 - .874E-03 14 .200E+01 - .428E-01 - .259E-03 15 .195E+01 .680E-01 - .860E-03 16 .196E+01 - .429E-01 - .256E-03 17 .197E+01 .176E-02 - .320E-02 18 .198E+01 .152E-02 - .243E-02 19 .194E+01 .155E-02 - .525E-02 20 .195E+01 .156E-02 - .425E-02 21 .578E+00 .689E-03 - .181E-01 22 .643E+00 .695E-03 - .190E-01 23 .727E-01 .172E-03 - .697E-02 24 .863E-01 .174E-03 - .804E-02 25 .000E+00 .000E+00 .000E+00 26 .000E+00 .000E+00 .000E+00 E COMPUTER ANALOG OF THE BUILDING FRAME 0 0 12 • iq U 13 18 4". 17 20 •• J 1R 19 ?0 P1 PP P i P. 19 16 0 0 0 0 O9 0 JI 21 T � c 24 (z3) 0 ASSUMPTIONS AND NOTES1 1. The columns are fixed at the base, 2. The truss to column connection is hinged, 3, Circled numbers are point numbers. 4, Uncircled numbers are member numbers. 5, The wind load is applied to the structures by NYSBC (2007) & ASCE 7-05 wind loading recommendations, 6. The forces are computed by Purdue's Plane Structures Analyzer (U,S.D,A, Forest Service Paper FPL 168, 1972). This is a computerized structural analysis program. \fiCOMcheck Software Version 3.5.3 l Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:04/10/08 Data filename:C:\Program Files1Check\COMchecc\Exit18-Citgo.cck Section 1: Project Information Project Type:New Construction Project Title:Exit 18 Citgo Construction Site: Owner/Agent: Designer/Contractor: 107 Main Street Uoyd Helm Clark Wilkinson Queensbury,NY 12804 GRJH,Inc. Paragon Civil Engineering,P.C. P.O.Box 728 P.O.Box 4139 Mitcheiltown Road Queensbury,NY 12804 Sharon,CT 06069-2305 (518)745-1018 (518)605-1645 paragonengineering©roadrunner.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 Vertical Glazing/Wall Area Pct.: 11% Building Type Floor Area rifvyGrocery Store 2495 Pi 1 Section 3: Requirements Checklist Envelope PASSES y Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Orientation:NORTH Exterior Wall 3:Wood Frame,Any Spacing 459 19.0 6.0 0.048 0.074 Orientation:EAST Exterior Wall 4:Wood Frame,Any Spacing 657 19.0 6.0 0.048 0.074 Orientation:SOUTH Exterior Wall 1:Wood Frame,Any Spacing 459 19.0 6.0 0.048 0.074 Window 1:Metal Frame:Double Pane,Clear,SHGC 0.32 25 — — 0.480 0.520 Window 2:Metal Frame:Double Pane,Clear,SHGC 0.32 25 -- — 0.480 0.520 Window 3:Metal Frame:Double Pane,Clear,SHGC 0.32 25 — — 0.480 0.520 Window 4:Metal Frame:Double Pane,Clear,SHGC 0.32 25 — — 0.480 0.520 Door 1:Glass,Clear,SHGC 0.32 48 — — 0.480 0.520 Orientation:WEST Exterior Wall 2:Wood Frame,Any Spacing 657 19.0 6.0 0.048 0.074 Window 5:Metal Frame:Double Pane,Clear,SHGC 0.32 25 — — 0.480 0.520 Window 6:Metal Frame with Thermal Break:Double Pane,Clear, 25 — — 0.480 0.520 SHGC 0.32 Door 2:Glass,Clear,SHGC 0.32 48 — — 0.480 0.520 Orientation:UNSPECIFIED ORIENTATION Project Title: Exit 18 Citgo Report date:04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Page 1 of 9 Roof 1:Ail-Wood Joist/Rafter/Truss 2495 38.0 19.0 0.018 0.051 Floor 1:Slab-On-Grade:Unheated,Horizontal 4 ft. 2973 — 10.0 — — (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 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. O 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. D 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Name-Title i9 S' nature Date OFI! 0 i x 0 No.6.4 08 0299 fa Project Title: Exit 18 Citgo Report date:04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Page 2 of 9 COMcheck Software Version 3.5.3 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:04/10/08 Data filename:C:\Program Files\CheddCOMcheck\Exit18-Citgo.cck Section 1: Project Information Project Type: New Construction Project Title:Exit 18 Citgo Construction Site: Owner/Agent: Designer/Contractor: 107 Main Street Lloyd Helm Clark Wilkinson Queensbury,NY 12804 GRJH,Inc. Paragon Civil Engineering,P.C. P.O.Box 728 P.O.Box 4139 Mitchelltown Road Queensbury,NY 12804 Sharon,CT 06069-2305 (518)745-1018 (518)605-1645 paragonengineering@roadrunner.com Section 2: General Information Building Use Description by: Building Type Floor Area Grocery Store 2495 Section 3: Requirements Checklist Interior Lighting: fir.11 1 , p ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Compiles 3742 2480 YES • 2. Exit signs 5 Watts or less per side. Exterior Lighting: D 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. Li 5. Master switch at entry to hotel/motel guest room. • 6. Individual dwelling units separately metered. u 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a condor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. Project Title: Exit 18 Citgo Report date: 04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Page 3 of 9 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. 9. Photocell/astronomical time switch on exterior lights. • Exceptions: Lighting intended for 24 hour use. 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Req irements Checklist. (9z...k. t .(i):1,(,.\, /� r .,. �1 s — ly�j Dat �� Signaturee Name-Title .6, 0FN , tfl a �d `A No.080299 Project Title: Exit 18 Citgo Report date: 04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Page 4 of 9 COMcheck Software Version 3.5.3 1141\fil Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.ccc Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Grocery Store 2495 1.5 3742 Total Mowed Watts= 3742 Section 2: Proposed 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. Grocery Store(2495 sq.ft.) Compact Fluorescent 1:Twin Tube 40W/Electronic 2 31 80 2480 Total Proposed Watts= 2480 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 3742 Total Proposed Watts= 2480 Project Compliance= 1262 lnterfor Lighting PASSES L 2,; 4 bu2- Project Title: Exit 18 Citgo Report date: 04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Page 5 of 9 COMcheck Software Version 3.5.3 in!1%fil Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Section 1: Project Information Project Type:New Construction Project Title:Exit 18 Citgo Construction Site: Owner/Agent: Designer/Contractor: 107 Main Street Lloyd Helm Clark Wilkinson Queensbury,NY 12804 GRJH,Inc. Paragon Civil Engineering,P.C. P.O.Box 728 P.O.Box 4139 Mitchelltown Road Queensbury,NY 12804 Sharon,CT 06069-2305 (518)745-1018 (518)605-1645 paragonengineering@roadrunner.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 Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Duct Furnace,Gas/Cooling:Other,Capacity>=90-<135 kBtu/h,Air-Cooled Condenser/Single Zone 1 Storage Water Heater 1:Service Water Heater w/Heat Trace Tape Installed Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : u 1. Equipment minimum efficiency:Duct Furnace(Gas):80%Ec LI 2. Integrated air economizer required p\(w t Requirements Specific To: Storage Water Heater 1 : 1. Heat traps in inlet/outlet fittings 2. 1/2-in.insulation on 8 ft of inlet/outlet piping if no integral heat traps D 3. Automatic on/off control required for systems using heat trace tape 4. Electric Water Heater efficiency>=0.88 EF,241 SL,Btu/h(if>12 kW) Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals D 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 D 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 Project Title: Exit 18 Citgo Report date: 04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Page 6 of 9 - Exception:Thermostats requiring manual changeover between heating and cooling O 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 O 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm u 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum Ej 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 181B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification • 11.Mechanical fasteners and sealants used to connect ducts and air distribution equipment • 12.Operation and maintenance manual provided to building owner ❑ 13.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State Li 14.Newly purchased service water heating equipment meets the efficiency requirements u 15.Water heater temperature controls:110 degrees F for dwelling units or 90 degrees F for other occupancies o 16.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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements�J n Checklist./ i4 tl i� 1'0:1Y+rsl'ac'�� r '^ �7; l�E4','r ) /: !/4i)3k--�--`� a'" a:t.) Name-Title Signature P OF N Date '4_,.' ' J 1 F U r ¢ U rn % �`a-cLfct2ssp SLIP,ES S 100. Project Title: Exit 18 Citgo Report date: 04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.kck Page 7 of 9 COMcheck Software Version 3.5.3 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code Report Date: Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1. The specified heating and/or cooling equipment is covered by the 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency:Duct Furnace(Gas):80%Ec 2. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Requirements Specific To: Storage Water Heater 1 : 1, Heat traps are required on noncirculating water heating systems on both inlet and outlet connections.Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a)the first 8 ft of outlet piping from any constant-temperature,noncirculating storage systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe insulation must be at least 1/2 in.and have a conductivity no>0.28 Btu-in/(h-ft2-degrees F). 3. Systems using heat trace tape must have a time switch control that can automatically turn off the system during unoccupied hours. 4. Service water heating equipment used solely for heating potable water,pool heaters,and hot water storage tanks must meet the following miniumum efficiency:Electric Water Heater efficiency>=0.88 EF,241 SL,Btu/h(if>12 kW) Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, Project Title: Exit 18 Citgo Report date: 04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Page 8 of 9 unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. Alt joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weidments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a)equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 14. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed 2007 New York Energy Conservation Construction Code. New service water heating equipment can be assumed to meet these requirements. • 15. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. 16. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods, vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. Project Title: Exit 18 Citgo Report date: 04/10/08 Data filename:C:\Program Files\Check\COMcheck\Exit18-Citgo.cck Page 9 of 9