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CC-000172-2017 TOWN OF QUEENSBURY . 742 Bay Road,Queensb*,NY 12804-5904 (518)761-8201 --- _ Community Development=Building&Codes (518) 761=8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000172-20:17 Date Issued: Friday, October, 1.2; 2018 This is to certify that work requested to be done as shown by Permit Number CC-000.172-2017 has been completed. Tax Map Number: 266.3-1-78 Location: 985 State Rte 149 Owner: ASAD PETROLEUM, INC. Applicant: Q Truck Stop (Asad Petroleum) This structure maybe occupied as a: Commercial New.Build 583,2 s.f.. Queensbury Petroleum By Order of Town Board . Cross Ref. Site Plan PZ-157-201.6 modification to SP 36-2015 approved June 21 TOWN OF QUEENSB.URY 2016 by Planning Board. Cross Ref. Area Variance 29-2015. Issuance of this.Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and'conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board ofAppeals. Temporary Certificate of Occupancy 90 Day Building Permit No.: CC-000172-2017 Property Location: 985 State Rte 1.49 Property Owner: ASAD PETROLEUM, INC. Approved for the.-following uses: Commercial New Build 5.832 s:f Queensbury-Petroleum Cross Ref. Site Plan PZ=157-2016 modification to SP 36-2015 approved June 21,2016 by Planning. Board. Cross Ref. Area Variance 29-2015 Conditions of approval: -Attic area to be inspected at Final.Inspection 'Address on front of building(4"high,numbers). -Complete remaining site plan items. -Provide Final Survey showing main building, and gas and diesel.Canopies. . -Complete all Fire marshal's Items -Lower mirrors so that bottom of mirror is 40"from finish floor. -Move Dunkin Donuts garbage cabinet next to women's bathroom need 18"to door. ---------------------------------------------------------------------------------------------------------------=------------------------------------=------------------------------------------------------------------------------------------------------- $150 fee received on: Feb .14, 2018 90 Day Temporary CO expires on: May 14, 201-8 *A final inspection-for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy - if your project is not.complete within this 90 day period you will be subject to additional-fees* Print Name: Signature of Applicant: Director of Building & Codes:. ' Town of Queensbury Building&Codes Office Dept. of Community Development 742,Bay Road,.Queensbury,.NY . ,, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC7000172-2017 Tax Map No: 266.3-1-78 Permission is hereby granted to: Hoosick.Valley Contractors For property located at: 985 State Rte 149 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 Owner Name: ASAD PETROLEUM,INC.- Business Office New' $853,000.00 Owner Address: 985 State Route 149 Total Value $853,000.00 . Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Shaker Flats 1746 US 20 West Lebanon,NY 12195 Plans&Specifications Commercial New Build 5832 s.f. Queensbury Petroleum Cross Ref.Site Plan PZ-157-2016 modification to SP 36-2015 approved June 21,2016 by Planning Board.Cross Ref. Area Variance 29-2015 $1,341.36 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 1,2018 (If a longer•period.is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expirati n date.) Dated at the Town of Que nsbury; T day, t SIGNED BY: e Town of Queensbury. Director of Building&Code Enforcement Office Use Only Permit#: Cr - 2-5 1� PRINCIPLE STRUCTURE PERMIT 1 Permit Fee:$ 13 So =- APPLICATION Town of Queensbury *R owe- 742 Bay Road,Queensbury,NY 12804 �Y" P:518-761-8256 www.aueensbury.net Invoice#: �b Project Location: 99S^S-1A19-AT/y J A/Y12-64 Tax Map ID#.: SL 3 400 2 6 4 .3 1 -7 9 Subdivision Name: *TOWN BD.RESOLUTION 86-2013: $860 recreation fee for new dwelling units: single family,duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or manufactured &We ularhrimes b,it apt mobile homes. This Is In addition to the permit fee(s). DIE fr-'N r; ft V CONTACT INFORMATION: APR 2 0 2017 • Applicant: TOWN OF QUEENSBURY Name(s): ill S ell-v S#eik 14 BUILDING Mailing Address, C/S/Z: 990 g1D4C /2oA-J)> _ Qt1fCA45BueY //Y /;?-704 Cell Phone: S-19 ) 310 1- 32.7A Land Line: 5 W ) L,go - 3o6S Email:_ - _7*0b'1X,2003 /0 A-%a? •6DM • Primary Owner(s): Name(s): ASA.6 PF%1 0Z eJM /We Mailing Address, C/S/Z: �$5_ S7A-tz- Poz1;r6-J4q . 04464&AVAV n/y /ZFoLe Cell Phone: ( S- V? ) 361 - 32-7f. Land Line: 5-t4 Email: Vosy-f4no3 ® .A,im, rnt-4 • Contractor(s): Business Name: Con179AC TO9S Contact Name(s): SC.o;`i" kV1zz-Y V? Mailing Address, C/S/Z: 5*2- mv-P-osC,m ey AAtU goA ; MELROSE A1Y 12-12.1 Cell Phone: -:) -95-7- d V,76" Land Line: _ ( 5�� ) 23 -7�o S' ,yx-r 2Z Email: S IA114EX ( I�doSipC IC VALL1-6Y • CO M v • Architect(s)/Engineer(s): Business Name: A/OG,Ad �Ed6/;� k-4>'n/!� ®LLB Contact Name(s): 4i61/AP1) A04O A-W , P9 MailingAddress, C/S/Z: 333 kiA1Q (LCY 6e1201;7 CettPhone: s-i ) �i`76�-d 3,�y Land Line: )9 ) 28o - 3i90 Email: Rig+ C n/oLfFnl--��eiyCEPii✓4=CoM Contact Person for Building & Code Compliance: Sco—t ► kJ1-LEY Ve Cell Phone: S 1-0 ) '957 co 8 9 S Land Line: S►S ) 2 3 -7/0 3 QxT 2-(!=' Email: SIW/L,�FY & HQOSiC I-VA LLEY. C Qc-4 Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 PROJECT INFORMATION: TYPE: ✓ Commercial Residential WORK CLASS: _Single-Family Two-Family —Multi-Family(#of ) _Townhouse Business Office ARetail Hotel/Motel _Industrial/Warehouse Garage(#ofcars ) Other(describe ) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: �Z 1ST.floor: ?i g 1ST floor: . 2"d floor: 2nd floor: 3rd floor: Total square feet: Ott'floor: Total square feet: g, 2. ADDITIONAL PROJECT IINFORMAT1O111: 1. Estimated Cost of Construction:$ bCID o 2. Proposed use of the building:F214"G SrAyI CS7A-71oW,e6y'16/l//�71vcf 970 4W� ? 'Cooh RE574 v- 3. If Commercial or Industrial, indicate the name of the business: QLJ66-✓✓S1;119Y %p UCY S►c? 4. Source of Heat (circle one): Gas Oil Propane Solar Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one per appliance) 5. Are there any structures not shown on the plot plan? YES rN� Explain: 6. Are there any easements on the property_? YES NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? 6 AC RrrS b. Is this a corner lot? YES NO c. Will the grade be changed as a result of the construction? 6ES NO �� d. What is the water source? PUBLIC PRIVATE Qa� e. Is the parcel on SEWER or a'PRIVATE SEPTIC system? 19dZ 1 A7C 5-1071Z SyS iEM Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 D DECLARATION: 1. 1 acknowledge that no construction shall commence prior to issuance of a valid building permit and work will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials area true and complete statement and/or description of the work proposed; that all work will be performed in accordance with the NYS Building CodesJocal building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 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 to the above: PRINT NAME: 7A8P- S S CJ M SIGNATURE: DATE: O' "Z 0 Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 11 0-1 SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742-Bay Road,Queensbury,NY 12804 limn of QZicenshurc' Permit#: CC P:518-762-8256 www.gueensburv.net Tax Map ID#: S2--3 / oo 2-(: o& 3 — 1 —47 g Permit Fee:$ ; Invoice#: Project Location: Q18S S—IA—6 2OuiE l49 A)Y.. Septic Variance? Yes No Primary Owner(s) ASAP MUDL& H ! L MailingAddressDU76 q2 0066AI,S0A Y IVY /ZF 11 Phone & Email Sl �� 0�3o6S 7 oPy oo3 AIM. Low Installer/Builder S'{/q 1C2 PLAT Mailing Address l74 6 US—20 /,j&-S j /E/; ,A10A1 jV 12/9�5� Phone& Email S^I$_ �6 r, (�6 L C . Engineer L,Ii�G1 P 41E i �LP' j'N Mailing Address AD.✓cqX /1 2.72- 57A`79- U�� 'S iGs '20 WAI J!Y/26/ Phone & Emailq4 Contact Person for Building&Code Compliance: XL L 6LAc k Phone: RESIDENCE INFORMATION: Year Built_ #of bedrooms X gallons per bedroom = tal daily flow Garbage Grinder Yes No 1980 or older -- Installed? (circleone) 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present PARCEL INFORMATION: Topography k Flat Rolling Steep Slope %Slope Soil Nature Sand Loam Clay Other Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply _Municipal �Well (if well,water supply from any septic system absorption is 3��ft.) Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size l zEc7gallons(min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. CO3 CL �? Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES: 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: DATE: SIGNATURE: DATE: Town of Queensbury Building&Code Enforcement Revised February 2017 Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE Tax Map ID 'Permit No. _0 AX MAP ID G 7T 11�y•Old Permit fee ON NG Rg6 ee—• }y�VOi 2. H►STORIc SiTE_ . Yes'. No Approvals SUBD►ViSION NAME Lot APPLICANT 7/4A' S S C/M .� �'/K i I OWNER . 1' �o L ADDRESS. y{'4 b ADDRESS Q�J�r �rs�s 2y �✓yiL ��i _ 6 EV_Gu1Ly ,niy PHONE (' � �/�--36/r-3Z�6 HO!l� PHONE LL Sl�� -, Z?� 1`fOWCSl7��FSOr3.�C� CON R_ _A_CTOR ��'f� 2 �� S C031"O CONBTRUCTION(ESrIMATEDI' $ r � ADDRESS: . /74 6 U�'--Z o G S A. R;4 A16d �riLDINQ ADDRESS; 5�S14,76.l�o u rE 1 j q �z1 y 1z�?Oy i PHONE: rnure�rbaacnivaeu�►11LDiNG&CO ES COMPLII�NCE 131LL �L�G PHONE SIB-37�—�4 6L TYPE OF CONSTRUCTION Check ail t hat apply Please lndicate-measurements as required below Boathouse -1"floor sq,ft. 211°floor sq.it. Total sq.ft. Height Boathouse with Sundeck- Z li 01 . n ga Deck r= j" Detached Qarage(#of cars. zult i Dock fJ Ll Pole Barn tW`aE3 OF Porch-.open l� !�ia�'ir�'f;�, t��ry,`-r. - - - "Porch 9 season,Covered,Enclosed Shed Other.AccessoryStructuie(s) xL� �! a► 1�2a "Considered floor area.&must comply with FAR(floor area ratio)requirements if located In the WR zo e pEctaRAr�oN: 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&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 y occupancy. I also understand that 11we are required to provide an as-built survey by a licensed land surveyor of all newlly constructed facilities prior to issuance of a-certificate of occupancy. ✓I have read and agree to the above Print Name; ! SS UM Srfr�11�H Date: �f 4 --1 7 Date: S Signature: 1 Town o(Quaensbury Building&Codes Accessory Structure Application'July 2014 INSPECTION WORKSHEET (BINS-000881-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:CC-000172-2017Case Module:Permit Inspection Date:02/07/2018Inspection Status:Failed Inspector:John O'BrienInspection Type:Commercial Final Inspection Job Address:985 State Rte 149Parcel Number:266.3-1-78 Queensbury, NY 12804 Contact TypeCompany NameName ApplicantSheikh, Tabassum (Toby)Sheikh, Tabassum (Toby) Engineer\[Nolan Engineering PLLC\], Contractor\[Shaker Flats\], Primary Owner\[ASAD PETROLEUM, INC.\], Engineer\[Winchip Engineering\], Granted Permission\[Hilltop Construction\], Contractor\[Hilltop Construction\], Checklist ItemPassedComments Blower Door Test CertificationYES-Provide Blower Door Test Report Blower door test received. Chimney / B Vent / Direct Vent LocationYES Chimney Rain Cap InstalledYES Plumbing Vent Through Roof/Roof completeYES Ext Finish /Grade Complete/6 in 10ft or EquivalentYES Vestibules for Exit doors greater than 3000 sq. ftYES Doors 36 inch wLever Hand Panic Hardware, if reqYES Exits At Grade Or Platform 36 (w) x 44 (l)YES Gas Shut-off Exposed & Regulator (18) Above GradeYES Floor Bathroom Watertight Other Floors OkayYES Relief Valve ,Heat Trap/Water Temp 110 deg or lessYES Outside Spigots have Air GapYES Gas Furnace Shut OffYES HVAC Vent Terminal 10' from Lot Line & OpeningsYES Propane Tank: Proper Setback from Prop Line/StructYES-Provide documentation on propane tank verifying it is a 1000 gallon tank. The size of the above ground 1000 gallon propane tank has been verified. Stockroom /Storage/Receiving/Shipping RoomYES Ceiling Fire Stopping, 3,000 sq. ft. Wood FrameNO Attic Access 30 x 20 x 30 (h)NO Attic Access GasketedNO Attic Access Insulation = Attic R- ValueNO H/C Bathroom Grab Bars /Sinks/Toilets/MirrorsNO-Lower mirrors so that bottom of mirror is 40? from finish floor. Handicapped Bath/Parking Lot SignageNO-Install Handicapped Parking Signage and striping Public Toilet Room Handicapped AccessibleYES Handicapped Service Counters 34 inchNO-Install store counter Feb 07, 2018Page (1) INSPECTION WORKSHEET (BINS-000881-2018) Checklist ItemPassedComments Handicapped RampsYES Bollard Protection:4' on ctr/3' abv grd, gas meterYES Bollard Protection: 15" footings & 3' below gradeYES Final Electrical / Flex Gas Piping BondedYES Site Plan Variance requiredNO-Complete remaining site plan items. Final SurveyNO-Provide Final Survey showing main building, and gas and diesel Canopies. As-built Septic System Layout RequiredNO-Provide Final Report and certified as-built septic plot plan from Winchip Engineering. Bldg Num or Tenant Address on Bld or DriveNO-Address on front of building(4? high numbers) Bldg Access All Sides 20ft Drivable SurfaceYES Engineer or Architect ApprovalYES-Final sign off from Architect and Engineer(Construction Technologies) Final sign off received from Nolan Engineering for the Building. Special InspectionsYES-Final sign off from Construction Technologies. -Provide HVAC Air Balancing Report 1/24/18 Received Construction Technologies Final Approval Letter for Special Inspections. Final sign off on Special Inspections received. Feb 07, 2018Page (2) INSPECTION WORKSHEET (BINS-000881-2018) Checklist ItemPassedComments OK to Issue Temporary C/ONO1/17/18 Preliminary Final Inspection Not Approved -Final sign off from Construction Technologies.APPROVED -Provide HVAC Air Balancing Report. APPROVED -Final sign off from Architect and Engineer(Construction Technologies) APPROVED -Attic area to be inspected at Final Inspection -Address on front of building(4? high numbers) -Provide Final Report and certified as-built septic plot plan from Winchip Engineering.APPROVED -Complete remaining site plan items. -Provide Final Survey showing main building, and gas and diesel Canopies. -Complete all Fire marshal?s Items -Lower mirrors so that bottom of mirror is 40? from finish floor. -Move Dunkin Donuts garbage cabinet next to women?s bathroom need 18? to door. 1/24/18 Received Construction Technologies Final Approval Letter for Special Inspections.APPROVED 2/7/18 Final Inspection Not Approved Remaining Items: -Attic area to be inspected at Final Inspection -Address on front of building(4? high numbers) -Complete remaining site plan items. -Provide Final Survey showing main building, and gas and diesel Canopies. -Complete all Fire marshal?s Items -Lower mirrors so that bottom of mirror is 40? from finish floor. -Move Dunkin Donuts garbage cabinet next to women?s bathroom need 18? to door. OK to Issue C/ONO2/7/18 Final Inspection Not Approved Remaining Items: -Attic area to be inspected at Final Inspection -Address on front of building(4? high numbers) -Complete remaining site plan items. -Provide Final Survey showing main building, and gas and diesel Canopies. -Complete all Fire marshal?s Items -Lower mirrors so that bottom of mirror is 40? from finish floor. -Move Dunkin Donuts garbage cabinet next to women?s bathroom need 18? to door. O'Brien, John (Inspector) Feb 07, 2018Page (3) -, ��r to tvlu�ltrtu�ivlvlutn IVo,r Z4�41 I'. '7 ' MIDDLE DEPARTMENT INSPECTION AGENCY, INC. % that the electrical widng'to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions, Owner: Asad Petroleum Date: 02/13/2018 Occupant: Truck Stop Location685 Route 149 OccupancyNon-Resldenbal Queensbury, Warren Co. NY Applicant� � R. M. Dalrymple Co., Inc. 15 Grace Moore Rd :A" 7. Saratoga Springs, NY.1,2866. No. Joseph A.Holmes r . .. -- 'f ' 1411541360370EL Equipment: .�.� 2-Receptacles; 8-Submersible Pumps; 8--Dispensois;1-•"Tme CT&R 5•-Emer§ency Stop Stations; 1 - EMO; 1 - Inter Cam; 8-Motor Controll Circuits;•1•--Contactor, 1 -Sign(Free Standing);9-Canopy Lights ; This certificate applies to the electrical wiring to the electrical equipment listed immediately null and vold. This certificate applies only to the use,occupancy and above and the Installation inspected as of the above noted date based on a visual oWnamhip as Indicated herein. upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effl• of the property indicated above,this certificate shall be immediately null apo Vold. cieney or fitness of the equipment for any particular purpose. This certficate shall to the event that this certificate becomes,invalid based upon the above conditions, be valid for a period of one year from the above noted date, Should the electricall this certificate may be revalidated upon rainspection oy Middle Department system to which this certificate applies be altered In any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ed to,the introduotion of adtlitional elecirlcal equipment andlor the replacement of Department Inspactton Agency, Inc.to Initiate the inspecTon and ravalloetlon any of the components installed as of the above noted date,this Certlfitate shell be process. A fee w11 De charged for this service. DECE KFEB 2018 TOWN OF QUEENSBURY BUILDING&CODES / � f i tl �' rla' LL Y 9 h f l> o- 1 YY1 F ro s a" r':• .4k W'��' ,Nl �� „'�t :;,4 h��,� ��0 A i`y •,��: },�ta::g�J R,,y'�;'aj "TIN 7 Town of Queensbury- ilding and Codes-Fire Marshal 742 Bay Road-(518) 1-8256 Building(518)761-8206 Fire Marshal Case Number:: CC-000172-2017� Case Module: Permit Inspection Da t 01/17/2018 Inspection Status: Partial Pass Inspector: j Mike Palmer Inspection Type: OCC-Inspections Ipc ess: 985 State Rte 149 Parcel Number: 266.3-1-78 Queensbury,NY 12804 Type - Company Name Name or [Shaker Flats] En Nolan Engineering PLLC Pt Sheikh,Tabassum(Toby) Sheikh,Tabassum(Toby) Cd tractor [Hilltop Construction] En ineer Winchip Engineering anted Permission Hilltop Construction imary Owner [ASAD PETROLEUM,INC.] l/ hecklist Item Passed Comments I Fire Marshal NO 11/28117.Witness product line pressure test __...,. _.--_—....._......,. _...--_--_-_ .__.-.._............... _... ---_. .._._........-- -- _ ___ Exit Access FC1014&FC1029 YES a._.__..............:....._. ., _. -- -- n.,._._.._.,._........---- �m _....... — i Exit Enclosure FC1020&FC1029 YES Exit Discharge FC1024&FC1029 YES Locks and Latch es FC1008&FC1029.2 YES Sign:Normal FC1011 &FC1029 NO _ __ .. --- — — Sign:Backup FC1011.5.3&FC1029.7.5, NO Main Aisle Width FC1024/1025&FC1029.11 _—� NO Secondary Aisle Width FC1025&FC1029.11 NO Fire Extinguisher Hung FC906 NO _...._.....�_— _...... _._.�.._..-............,_..._ ._..m......._m.:..,_._ :..•,_ ......�m_.._..._..., .....:...,....... _.. .. :..:•._.: ,..�W. .,_, w Inspection of Extinguisher FC906 NO Truss ID Signage FC505.3 YES Clearance to Electrical FC 605.9 YES ---....--- ----...._ --------------,._......_- — Electrical Wiring Enclosed/Labeled FC605.3.1 NO Combustibles in Equipment Rooms FC 5.2.313 F NO ._D-...._Si_g.,-----nage F ,....m... _-----m_.— . - C510 NO No Smoking Signs FC310.3 NO Storage FC315.2 NO Vehicle Impact Protection FC312.1 NO Interior Finishes FC803-804 NO CO Detectors FC610 NO --_ ---.............—.._ __ .. _ _......:----------._.._......_�. Clearance to Sprinkler/Ceiling FC315.2.1 18";24" YES Fuel Pump Warning Signs FC2205.6 NO Fuel Station Emer Procedures FC2205.6 NO Generator Annual NO Need specs. Need inspection report for start up 266.3-1-78 CC-000420-2017 266.3-1-78 CC-000421-2017 ASAD Petroleum ASAD Petroleum Toby Sheikh Toby Sheikh 985 State Route 149 (diesel canopy) 985 State Route 149 (gas cano Jan 17,2018 Page(1) r .CY*c F''��" a bgµk "�' u .�. .' Wk '+�+yT;"y "drN�-` 7r ,y4 r�`�A:F^z" '.im.u�? -W -1x t,.;, i — nk +arm ita :,: �l�U <�AA.�`,4;, t a2T �NEW r'k ,4�d ,. y .�, Checklist Item Passed Comments FIRE ALARM Annual NO Need all spec sheets Need NFPA 72 completion Need NFPA 72 inspection and testing Need witness inspection Knox Box:installed/checked FC506 NO Occupancy Oycle YES B Toby Palmer,Mike(Inspector) -- Page(2) Jan 17,2010 . „s'Etd Town of Queensbury-Building and Codes-Fire Marshal 742 Bay Road-(518)761-8256 Building(518)761-8206 Fire Marshal Case Number: CC-000172-2017 Case Module: Permit Inspection,Date: 11/17/2017 Inspection Status: Partial Pass Inspector: Mike Palmer Inspection Type: OCC-Inspections Job Address: 985 State Rte 149 Parcel Number: 266.3-1-78 Queensbury,NY 12804 Contact Type Company Name Name Contractor [Shaker Flats] Engineer [Winchip Engineering] Primary Owner [ ASAD PETROLEUM, INC.] Granted Permission [Hilltop Construction] Applicant Sheikh,Tabassum(Toby) Engineer [Nolan Engineering PLLC] Contractor [Hilltop Construction] Checklist Item Passed Comments Fire Marshal NO 11/16/17 Fuel Tank Inspection Partial Approval -Verified pressure test on Fuel tanks Tank pressure.5 psi Vacuum pressure 20 psi Photos to be forwarded to Mike PALMER Ep 266.3-1-78 CC-000420-2017 ASAD Petroleum Toby Sheikh 985 State Route 149 (diesel canopy) 266.3-1-78 CC-000421-2017 ASAD Petroleum Toby Sheikh 985 State Route 149 (gas canopy) Palmer,Mike(Inspector) Nov 17,2017 Page(1) Town of Queensbury-Building and Codes-Fire Marshal 742 Bay Road-(518)761-8256 Building(518)761-8206 Fire Marshal Case Number: CC-000172-2017 Case Module: Permit Inspection Date: 11/28/2017 Inspection Status: Partial Pass Inspector: Mike Palmer Inspection Type: OCC-Inspections Job Address: 985 State Rte 149 Parcel Number: 266.3-1-78 Queensbury,NY 12804 Contact Type Company Name Name Applicant Sheikh,Tabassum(Toby) Granted Permission [Hilltop Construction] Contractor [Hilltop Construction] Engineer [Nolan Engineering PLLC] Engineer [Winchip Engineering] Primary Owner [ ASAD PETROLEUM, INC.] Contractor [Shaker Flats] Checklist Item Passed Comments Fire Marshal NO 11/17/17 Fuel Tank Inspection Partial Approval tanks in the ground dead men are installed Zit backfillv6(erial�s ok �� ldr �r�r 266.3-1-78 CC=000420-2017 ASAD Petroleum Toby Sheikh 985 State Route 149 (diesel canopy) G 266.3-1-78 CC-000421-2017 ASAD Petroleum Toby Sheikh 985 State Route 149 (gas canopy) Palmer,Mike(Inspector) Nov 28,2017 Page(1) ?,{rdc�[ » .°�" ,? �rM1 {[ ��n',�y;� "QA@. '"•rr�.F°) "+.'_k�y� l ys YF+^,.+' F ; �" +�` Town of Queensbury-Building and Codes-Fire Marshal 742 Bay Road-(518)761-8256 Building(518)761-8206 Fire Marshal Case Number: CC-000172-2017 Case Module: Permit Inspection Date: 11/28/2017 Inspection Status: Partial Pass Inspector: Mike Palmer Inspection Type: OCC-Inspections Job Address: 985 State Rte 149 Parcel Number: 266.3-1-78 Queensbury,NY 12804 Contact Type Company Narne Name Contractor [Hilltop Construction] Granted Permission [Hilltop Construction] Contractor [Shaker Flats] Engineer [Winchip Engineering] Engineer (Nolan Engineering PLLC] Primary Owner ( ASAD PETROLEUM, INC.] Applicant Sheikh,Tabassum(Toby) Checklist Item Passed Comments Fire Marshal NO 11/28117.Witness product line pressure test 266.3-1-78 CC-000420-2017ZG 2a�7 ASAD Petroleum Toby Sheikh 985 State Route 149 (diesel canopy) 266.3-1-78 AS CC-000421-2017 AD Petroleum Toby Sheikh 985 State Route 149 (gas canopy) VPV Palmer,Mike(Inspector) Nov 28,2017 Page(1) DESIGN CALCULATIONS - NEW GAS STATION 985 State Route 9 Queensbury, NY E0VE FILE ��PY p APR. 13 2017 April 12, 2.017 TOWN OF CQUEENSBURY Rev - BUILDING&CODES. Projection Name: 985 State Route 9 Gas Station �- Project Location: 985 State Route.9 Queensbury, NY Owner: ASAD Petroleum . 3775-Main Street Warrensburg, NY 12885 Prepared by: Richard Nolan, PE- . Nolan Engineering, PLLC 333 Kinglsey Road Burnt Hills, NY 12027 iIV ` 4 £1 �°t-- 266.3-1-78 CC-000172-2017 Asad Petroleum Inc. TobY )S �.4 985 State Route 149 - Comm. New Build 5832 s.f. Page 1 TABLE OF CONTENTS Page# Description. 3 Project Description , 3 Background 3 Design Codes 4 Building Data& Design Loads 5 Load Combinations 6 Allowable Deflections 6 Design Considerations 7 Adjusted Snow Loads 7 Wind Loading 11 Porch Roof Uplift 12 Building Sliding Force &Anchorage Resistance 13 Building Overturning Force.&Anchorage Resistance 14 Wall Stud Lateral Loading From Wind 17 Roof Framing . . 18 Seismic 281 . Collector Elements 29 Vertical Seismic Load 29 Building Footer 31 Window and Door& Porch,Headers 36 Wall Stud Buckling 38 Braced Walls Page 2 PROJECT DESCRIPTION New, 5,500 square foot conditioned space, single-story gas station convenience store with . Dunkin Donuts and Deli spaces. The structure is wood framed, founded upon a -poured concrete frost wall foundation,-a poured concrete floor slab with-a truss roof and a,covered front porch. The exterior perimeter walls are load bearing and the all interior walls are non- load bearing. This report documents the structural design of building and demonstrates the acceptability. BACKGROUND This report,transmits the structural calculations which demonstrate the acceptability of the building structure. DESIGN CODES 2015 IBC with 2016 NYS Supplement ICC 2015,Energy Code,w/201.6 NYS Supplement—ComCheck Used NDS, National Design Specification for Wood Structures ASCE 7, Minimum Design Loads for Buildings-and Other Structures Page 3 BUILDING DATA&DESIGN LOADS Occupancy Category(Table 1604.5 NYS Building Code):-ll Occupancy- M Construction Type:V. Design Wind Speed: 115 mph Ground Snow: 70 PSF Dead Loads: Roof: 15 PSF . Framed Floor: 10 PSF Attic or Bottom Truss Chord: 10 PSF Live: Roof: 20 PSF Floor: 100 PSF- Attic Floor: 30 PSF Seismic:Calculated below Soil Bearing: 2000 PSF, 2015 IBC Table 1806.2 Soil Types: GW, GP, SW, SP, GM, GC,.SM, or SC Page 4 LOAD COMBINATIONS The design.follows the ASD method and the load combinations used are and are taken from section 1605.3 of the 2015 IBC. a. D + F b. D + H+ F +L c. D + H +F + (LrorSorR) d. D + H + F +0.75(L) +0.75(Lr or S or R) e. D + H +f +(0.6W or 0.7E) f. D + H +.F +0.75(0.6W)+ 0.75L + 0.75(Lr or S or R) g. D + H +.F +0.75(0.7E) + 0.75L +0.75S h. 0.6D + 0.6W+ H i. 0.6(D + F) + 0.7E +H Page 5 7 ALLOWABLE DEFLECTIONS . The following deflection limits are used and are taken from 2015 IBC: TABLE 1604.3 DEFLECTION'LIMITS! CONSTRUCTION C SorW'. Roof nmembers:° . . . . _ . . . Supporting plaster or stucco ceiling 113616 11360 11240 Supporting nonplaster ceiling R140 10-40. 11180 Not supporting ceiling blso 1/130 1/120, Flootmembers 11360 11240 Exterior.utalls:. . With plaster or stucco finishes — '1/360 — Urith other brittle finishes 11240 — Urith flesible finishes — :11120 — Interiorpartitions-' With plaster or stucco finishes 11360 — llrth other brittle finishes 11240 With flexible finishes 11120 — Farnlbun7dings 7. — — 11180 'Greenhouses — — 11120 For SI-l foot=304.s rim.. a.For stmetural rootffig and siding made of formed metal sheets,.the-total load deflectionshall'not exceed V60.For secondary roof stmctural.members suppottinq formed metal roofin:the live load deflection shall'uot exceed U150.For secondary malt members supporting formed metal siding,ffie design wind'load deflection shall not exceed V00.For roots,this exception only Applies when the metal sheets have no roof coeerina_ b_Flexible,folding and pottable partitions ate.not gomtimed By the;protiisions of this section.The deflection criterion for interior partitions is based.on the horizontal load&hfi tdin Section 1607:14. c.See Section 2403'fot,glass,supports.. d-The deflection Inuit for the D:L load combination only.appplies to the deflection due to.the creep component of long-tent dead load deflection plus the short-' 'term live load deflection:For wood structural member'thaI are dry at time of installation and used under dry conditions in accordance.ivith the ANSFAWC NDS.the creep compouent'of dine long-temm deflectionshall tie permitted to be estimated as the immediate dead load deflection resulting f urn OSD_Fonvood structural members at all other moisture conditions,the creep component of the long-term deflection is permitted to be estimated as the immediate dead load. deflection resulting Flom D.The value of 6.5D shall not be used in combination,.Mth ANSFAW C hZDS protizsions for long-term loading. e_.The above deflections do nor ensure against ponding.Roofs thai do not have sufficient slope or camber to ensure adequate drainage shalt be investisated for pondmq.See Section 1611 for rain and ponding requirements and Section 150 1 for roof drainagexegmt*mem;. 4:The ttvmd load is permitted to be taken as 0.42 times the"component and cladding"loads.for the purpose of determining deflection limits herein.Where' members support Blass in accordance pith Section 2403 using the deflection limit therein,ffe''vvind load shall be less than 0.6 times the"component and. cladding'loads for theputpose df deteMMUng deflection g:For steel stm etural members.the dead load shall be taken as zero. h.For aluminum structural:members or aluminum panels used in sb-lights and'sloped eb iug framing,roofs or walls of sumoom additions orppdo covers not .nmpporti".•edge of glass or ahtmrnum sandmyich panels,the.total load deflectici shall.not•'exceed P60:For.continuous aluminnm.structutal.member, supporting edge of¢lass,the total load deflection shall not exeeed'td175 for each glass lite or L160 for the entire lenatlm of the member;ulmichever is tuare stringent.For aluminumsand%%ich panels used in roof%or walls of sunroom additions or patio covers.the total load deflection shall not exceed 11120. is Foreantilever members;I shall be taken as twice the length of the cantilever. DESIGN CONSIDERATION The primary design consideration,is vertical loads.including dead, live,wind, snow and lateral loads due to wind and seismic loads.Window and door headers must support the dead weight of the roof and attic above. The wall studs, beam and headers have been analyzed to demonstrate their structural acceptability. Page 6 ADJUSTED SNOW LOADS The adjusted snow loads are determined in accordance with Chapter 7 of the ACSE 7. The following factors were determined: Ce = 1.0 (partially exposed) Ct= 1.1 Is= 1.0 P9 = 70 PSF (ground snow) Pf= 0.7xCexCtxlsxP9 =. 53.9PSF WIND LOADING. Wind loads were determined using ASCE 7,.chapters 26 through 30 as applicable. Design Wind Speed: 115 MPH Surface Roughness: C ,Exposure.Category: C Directional Factor Kd =.0.85 Topographical Factor, Kn-. 1.0 Enclosure Classification: Enclosed Adjustment Factor for Building Height: 1.35 Roof Pitch: 5/12 =22.6 degrees Building Length = 90' Build height to underside of eave = 12' Roof height= 34'-6" Mean Roof Height: (12+34.5)/2 =23'-4'.. Building width-=60' a = 10%of least horizontal dimension or 0.4 x roof height,whichever is smaller, but not less than either 4% of least horizontal dimension nor 3.feet. 0.10 x 60' =6' (10%of least horizontal dimensions, building width) Page 7 I , 0.40 x 34.5' = 13.8' (40% of roof height) 0.04 x 60' = 2.4' (4% of least horizontal dimension) Therefore, a = 6' and the corner area is 6' x 14' = 72 square feet. Gable End,Area-=-12x60+0.5+ (34.5-12)x 60 = 1,395,SF Horizontal Roof Area Perpendicular to Ridgeof: (34.5— 12) x 91 = 2047.5 SF Zone A Wall Area Perpendicular to Ridge: 2 x 6 x 12.= 144 SF Zone A Gable End Wall Area-=6/60 * 1,395 = 139.5-SF Zone B Horizontal Roof Area Perpendicular to Roof: (34.5— 12)x 91 x (2 x 6)/90 = 273 SF Zone C Wall Area.Perpendicular to Ridge: 90 (2x6) * 12 = 936 SF Zone C Gable End Wall Area= 1,395 139.5 = 1,256 SF Zone C Gable Roof End Only= 0.5 x(34.5-12)x 60 = 675 SF Zone D Horizontal Roof Area Perpendicular to Roof:2047.5—273 = 1,775 SF Zone F Roof Area: 31 x 2 x 6 = 372 SF Zone GM Roof Area: 31 x(90—2 x 6) =2,418 SF Total Roof Area = 90*62 =5,580 SF Page 8 r Roof Horizontal Sliding Perpendicular to Ridne Zone B: 4.2 PSF x 1.35.= 5.67 PSF Zone B.Minimum Pressure per ASCE 7, 28.6.4 = 8P8F -Zone. B Force: 8x-273= 2,184# Zone.D:4.3 PSF x 1.35= 5.81 PSF Zone D'Minimum Pressure perASCE 71 28.6.4 = 8PSF Zone D Force on Roof Perpendicular to Ridge = 8 x 1,775 = 14,200# Total wind force perpendicular to ridge= 23184 + 14,20.0 = 16,384# .The trusses are spaced at 2-foot on center and the building is 90-feet long so approximately 45 trusses will be used and there will be one connector at each end of the truss fora total of 90 connectors.Therefore each truss must resist a horizontal sliding force.perpendicular to the ridge of 16,384./ 90. = 182#. A Simpson H10A Seismic/Hurricane strap is specified in the drawings which has a strength of 285# perpendicular to -the ridge and will therefore be acceptable. Roof Horizontal Sliding Parallel to Ridge . Zone A: 26.3 PSF x 1.35 (height.adjustment) = 35.5 PSF Zone A Force Gable-End: 35.5 PSF x 1-39.5 SF=4,952# Zone C: 19.1 PSF x 1.35 = 25.8 PSF Zone C Force Gable Roof End: 25.8 PSF x 675 SF= 17,415# Total wind force perpendicular to the ridge =4,952 + 17,415# The trusses are spaced at 2-foot on center and the building is 90-feet long so approximately 45 trusses will be used and there will be.orie connector at each end of the truss for a,total of 90 connectors. Therefore each truss must resist a horizontal sliding force.parallel to.the ridge of 17,415/90 = 194#.A Simpson H10A Seismic/Hurricane strap is specified.in the drawings which has a strength of 590#parallel to the ridge and is therefore acceptable. Page 9 i Roof Vertical Zone E: -11.7 PSF Zone E Roof Area =2 x 6 x 31 = 372 SF Zone E.Roof Uplift= 372 x 11.7 =4,352# . Zone F: =15.9 PSF Zone F Roof Area = 2 x 6 x 31 =.372 SF Zone F Roof Uplift=372 x 15.9 = 5,915# Zone G: -8.5 PSF Zone G.Roof Area = (90-2 x 6) x 31 =2,418 SF Zone-G.Roof Uplift= 2,418 x 8.5.=20,553# Zone: H: -12.8 PSF Zone H Roof Area =2 x 6 x 31 =2,418 SF Zone H Roof Uplift= 2,418 x 12.8 = 30,950# Total Roof Uplift=4,352 + 5,915 +20,553 +30,950 = 61,750# Assuming a dead-load of 5 PSF (Metal roof 1 .PSF, 5/8" OSB 1.8 PSF, Truss 2.2 PSF) the weight of the roof.system is 27,900#. Therefore the net uplift is 61,750-27,900#-= 33,850#. The trusses are spaced at 2-foot on center and the building,is 90-feet long so approximately 45 trusses will be used and there will be one connector at each end of the truss for a total of 90 connectors.-Therefore each truss must resist an uplift of 33,850/ 90 = 376#. A Simpson H10A Seismic/Hurricane strap is specified in the drawings which has an uplift rating of 885# and is therefore acceptable. One half of the roof rests on the 'same wall -as the porch roof. Therefore, this truss end experiences uplift from half of the main roof plus half of the uplift from the porch roof.,which is calculated below. The resulting uplift is therefore, (33,850/2) + (33,145/2) = 33,498#. There are 45 connects for this half of the roof.so each connector experiences a force of 744#which is less than 885# rating of the Simpson H10A connector and therefore the connector is acceptable. Page 10 Porch Roof Uplift Roof Pitch: 3/12 = 14 degrees Mean Height= 14-feet Basic Wind Speed =115 MPH Wind Directionality Factor, Kd= 0.85 Gust Factor, G = 0.85.(ASCE 7 Section.26.9.1) Enclosure Classification: Partially Enclosed Internal Pressure Coefficient, GCpi +/-0.55(ASCE 7, Table 26.11-1 Velocity Pressure Coefficient, KZ= 0.94 Velocity Pressure, qZ 0.00251<ZK XW2 (ASCE 7,27.36.2) qZ= 0.0025x0.94x 1.0x0.85x 1152= 26.4 PSF Net Pressure Coefficient(ASCE 7, Figure 27.44) Crvw= -1.9. Net Pressure Coefficient(ASCE 7, Figure 27.4-4) CNL= 0 P = gxGxCp—gix (GCpi) P = 26.4 x 0.85 x 1.9—26.4 x-0.55 =40.92 PSF- Area of Open Roof= 90 x 9 = 810 SF Uplift Force =40.92 x 810 = 33,.145#. One half of the uplift force acts over the porch header and the other half acts over the.build wall both equal 33,145/2 = 16,573#. The porch .rafters are. spaced at 16-inches on center. Since the length of the porch roof is 90-feet,there are 67 connectors securing the wood rafters to the porch header. Therefore, each connectors must resist a 16,573/67 = 247#up lift force. Simpson H2.5A connectors are specified for the porch roof rafters to header beam connection and these hangers are rated for a 575# uplift and are therefore acceptable. The porch roof is connected to the ledger board using Simpson LUS26 joist hangers. These hangers have an.uplift rating of 1165#and are therefore acceptable for use. There are eight post which support the front of the roof covering the patio. Therefore each post must resist an uplift of 16,573/8 = 2,072#. Simpson CP87 post base connectors are specified on the drawing and are rated for 4490# in uplift. The post caps are Simpson CCQ48SDS2.5 and are rated for 4040#in uplift and are therefore acceptable. Page 11 BUILDING SLIDING FORCE &ANCHORAGE RESISTANCE The lateral wind load on the building is greatest perpendicular to the long dimensions(90-feet) . of the building and is used to determine the required anchorage resistance to resist sliding of the building. Total wind force perpendicular to ridge = 2,184 + 14,200. ' 16,384# (calculated above) Zone A Wall Force Perpendicular to Ridge: 35.5 PSF x 144 SF 5112# Zone C Force on Wall Perpendicular to Ridge:25.8 x 936 = 24,149# The total sliding force on the building caused by wind is therefore 5,122 + 24,149 + 16,384 = 45,655#.At.a spacing of 6' on center,there will be approximately 50 5/8-inch diameter anchor bolts-installed. Each bolt has.a cross sectional area of 0.30 square inches and an allowable shear strength of 36,000 x 0.66 = 23,760 psi for a total shear resistance of 7,128#-each. Therefore 50 bolts can resist a sliding force of 356,400# which is greater than the 45,655# pound needed. Page 12 BUILDING OVERTURNING FORCE &ANCHORAGE RESISTANCE The uplift.force required to resist building overturning is calculated next. The calculations below show that a-total tension-force of 26,201 # is developed along the building side. There . will be approximately 15 anchor'bolts installed in.the long walls. Therefore,each anchor bolt must resist 1,747#. Each anchor bolt can call.also withstand 7,128# in tension as calculated above. `i fa n, , a - ' ' I-,'�t1�f fir.%It119 l ti ii 1 + sPYal� - y 1� --- r s ram,} `I f C. Page 1,13 Wall Studs The wall studs were analyzed for stress and deflection under-the maximum wind.pressure . load of 35.5 PSF which is for Zone A. The studs are 1 V-3" in length,and spaced at 16-inches on center. The allowable deflection for the..wall with flexible finished material is U180. Analyses shows that the wall stud is not stressed and the deflection is L/270. Forte was used for the analysis and-the results are provided below. There will be a double 1.75"x 5.5"2.0E LVL between each pair of windows at.the front of the building: The same wind loading of 35.5PSF has been applied to this double stud.and it has been found to.be acceptable_in stress and deflection. The deflection was U.188 which is less than U180..Forte was used for the analysis and the results are provided below. Page 14 F 0 R T E e MEMBER REPORT Level,tvall PASSED I.plece(s)2 x 6 Spruce-Pine-fir No.1/ No.2' Overall Length:11'.3.00• t 4 . e. t Or All locations are measured fennl the oeUde face of left suppat(or,kft canillever end),All dimen 166 are haiizal4al. Design Results Actual 0 Location Allowed Result LOP Load:Combination(Pattern) 5v :iqkr Member Reattlon lbs 12101.50" s56 1.50 Paned'1. - 1.0 0+1,0 W All S MHmberlrype:Drop Seam Shear(tlss) : all 0.7.00" -1188. Pazed(seh) . ' 2.60'-1.0 0+4LO W(All Spam) Sgllding Ike:Rtbden5il Moment R-tIY.' 334'(OS 7.50" 1147. . Pa«ed'23N• 1.60 1.0 0+1,0 W All Spam), Buvding to a MC Live Load Dd,(in): -0.226 0 5 ISO" --0,367� .Paled WS83 1.0 0+.LO W AII-Spann) --De ign Mtdudolegy.t ASS. ' Total LoadW.(iny O:2SO'0 5'7.5T O.SSO' PaxAd 528' 1.0 0+1.0 W All tis . •Defkccotic�tmii:LL(L1360)-.nd1L(Lt24a). .- •&•en tie i AO gem'resson td'es and Eoaam)must btbmod at Ll'.0,W ofc Win dttikd mheiv�isc Proper im d:mene,im posaldpt ig of 6U,-1 br. f#quirtd topac}titrt mttmb#r sub@ly:.. ._ _ - It c•1CulaDOntare b tod on RM _ EearuW Length to PP I s) ., Supports Ton1 Aya7ia11 Raqubmd Dead -Wind- ries Total Aconm _ i-Hmgeron5IlMSPPbe.m L50` _-tlAga+ .1.50 - .11 -113 - 114 Sttnat? 2-Hangeron5lyY5PF be:m. 1,50: Nara 1.50" 31' .113-! 124 - .Ath,nstikp*u,n»Tm_alSa dngdtmteulonisigy liithewidth6fthenut&6 th tasi, no6*henger. . . . . . , .•$e&Connetwr gdd below forsdd'aknzl infom>atbn&Wor rtwitme:itt, Connector:Sim son Stron -Tie Connectors Support Nodal Seat Length Top Hads Fact nails Hembettlaik Amssaies - - . .1-f•ce MowtH•ngtr - . .:'Conneemrnotfaund ... WA .NIA... _ WA• NIA: _ . 2-F--*f4untHAger. "•Catntcmr nae fou:M WA '.141A NIA NIA . Tributary Dead Wind - - Loads London" vadth (oso) (1.60) comments . t-Uni*o P5F I om•11'a.00 r-Lor' - YSA Rtsident I-WM2 Weyerhaeuser Notes 4 SUSIANAME FNESTRY INITIAlIvE - Wtytrhaeuserw mrrcs eh.e eht siring of iti p�ofaKte iw7l bt'a,.aord.nawidi tNeyerhee:icer paodua design 6iari.avd pubGsiuddtstgn vikrts. vleyedweuceimrprGsydS-:ImsanyoihtrwearimtsnletdmdumAwart.R�ermarreneweytaAaeusertevaca�ferinsLWGondera''Is' . ..(wwe:woodbyNy.comJAceeseaitz(RimBeeid,elockingPene&and5queshe9fxks)acenotde:gntdbytl4smfeve+e.ustofiltisaofrxa:e�nac3ncendedm- . . ercumvtm dstneed for a desgn Arohsdon•I�denrnveud by tht eadierity hre'vg)mtu'leooe:fie det'rgner of rKord,btuider a(ranter is itspoacble to - ss�tn.t visekuletioniscanpan2lew'dhaheoverallprojtmPmducumanuftmvdatWtytrhaeustrf•nYtittiveihird-party cervTeMmwsraiy9k fo tsvy stnda ds.Weye h.euu}Engines ed Lumbr Produos.h.vt been eve u•t!d by SCC ES wde mhn eat rtpom FSR-1143 and ESR•1387 endfattsstd_in . .accord•ncewrth•ppltc,1eA51Nsteaiads.For'.tvrenemdte,r.lu.denitparortftrthetp://www.woodbyxiycomfurirnetsfs_CodaRepoiwspa. . The poduct4;itietinMputda4aI d $rnirWorsendsuppoaimfdmatioe8rwbimproWdedbyFauSoftaereO*4w - . Foils soteware opueor q Jeb Nataa .. . .. 10IM201611'27:37AM . f7;c1,N�1an Forte u&0,Design Englne:V6.4.040 - Notan Eng'n�r31g � 6006KZ-5.4TE {518J iT�311=9'920 - rkh@.*Tanang .Page IOf I Wall stud output for lateral wind load Page 15 MEMBER REPORT Level,studsBehveen windows FAILED UNI F O.R'T E a 2 piece(s)13/4"x 5 1/2"-2.OE Microllainp LVL Overall Length:11'3,00" 0 0 it'3.00! - - - ---� nn � All tocatim arema=Ld lrom the outside face of left su;polt(or,left canuleverend),A9 dinw6slons are horizontal. Design Results Actual a London Allawed R.s"It LOF Load:ComhinaGon(Pattam) 'System.-Floor Member Rdxtlon llx 1174 rip ISO" 3938 130" .Pa«ed 309i 1.0 0+1.0 W All Mamber Type:Drop Seam Shear(8)s) . ,1073 0 9.00" S852. Par--A(18Na). .1.60 1.0 0+LO W(AII:pans) 8.1diog use:R"Idc*al Maneht kills 33310 S'7,SV' '6802 Pa:ed 469E 1.60 1.0 0+1,0 W All "ing Coda:MC Live Load DA.Qn) 0.663 @ 5'7.50- .0.356- Failed(1.1193) — 1.0 D+1.0 W(All Spans) 'Design Nathadalogy fASO': - Total Load Deft in 0.679 @ 5'Z50" .0.533 Failed 188 — 1.0 0+1,0 W All •Deflteton - tnp•ave,lo.d spa'1 atio dAcaon Im Is beb%v huWing*a minimum vale of Ly160.This,minimum vale*was used for destga •6rp4x¢ot.I lad span ra:0 de8ecdon Gmait hebw binding code minwum vlua of V340.Tlit mirvmum vaiw was utod for desgn. &asmg.(tuJrM,comprtssanedges{mp,a�,hodam)muchebretadai20'8:00'olersdaseCet.7adoihanwite.DroptraRathmemandpastionuigafletlr1. hr.angs re4+� m'uhiave mamhersrhii21'. - Beating Len L to supports(lbs) Supports Total AvaOab;. R.qulred Dead Wind Total Att.ssati.s 1=H.nger.on51W%Fbe.m, 'I.W Har„w• LSV .2a 1200" 1236 Sea nab' - 2•HangeronSllrSPFbeam -3.5r Haolar, LSO" 28 2200t 1236 See nobs, .Ac hanger wppOits,BuTorel Se.669 dimension is equal to the vndih ofth*me"dta Zc suppardng the hanger, - - .,.SeetoneehizgridWlowknaddiBonallnfo�maztori.ntlorngver�nunrs.. '- Connector:Simpson Strong-Tie Connectors support Hadd Seat Length Top Nais Fa"Nails Member Nails AoeassaH.s 1•Faea nxaetHt gar U46 2.0w N/A 2-16d eammw 4.10d mmman 2-fsei4a"stH.',er U46 2.00• - NIA. 8.16d commai 4.10d common Tautaty Dead Wind Loads LonHon Width (0,90) (1,60) comnw:ts t-Umfsit(P,SF7 0 t®I1.3AD' 6'0.00• 3S.0 - A t,t ir0al-living. . Weyerhaeuser Notes 4 SUSINNABIE FCMIRY INIRAINE VfWeh>ae:aerwaurrtx.th.tdu:mngdf;csproduces wig barn.scordanawrrthWeyerh.e:wrproduadeigntr7ariamdPubllsheddesignw1u�. - lYayedtieuserespresslq d:siJalnu.rry athlrw;rremiss nl.ted eo t9:e slfrar.re,.Referm eunem WtyeAmauter rt.rem.for instl46m details. . (www.woddtrywy.com)AOCa;tariet Iftim Board,Biefsing D.nela.nd squash Sticks}�e rat deigned by this softwue.Usa of thisl0$wem ra notireendad to 6rcumve±utBttnndforadpnprotastlanelasdexermAtdbythexAAoriryli+rping;misdxtion.Th.de:ignarofncord,bu0derakamerlsnxpa�mb4m . asuz.shatifia e.'kulaeonis samp.t;hle w;thtlia owr.Il projemProduea manufatnuxd at WeyerS.autea 6Uroat aM e>t'vdy.aty ta:tfiad m sut.in.hle for.strysLndaeLs.lVayedt.a:ear£ngineered Lvmber Pmdcaz haw been.v Iu.trd by IOC ES under te[hn;e.E reporu ESR•1143 and ESR•1387 andlm iasred.in aced.mewithapp7ftahMASTNsta;�d..rds.ForuvmantcodewJuaricnlxpa>israfertahtepJfwww.waodhywy.comfs�cesls_CodeReponY.aspz,. the pz&u.ppSoer inpiideev5u&dimemlons and iuppon in�tav*bem provided by Fate Software Operatx . r-oatx Srdiawte operator' doh Notes. 10122t201611:30:02 Ah7 Li'rch ff:Qlan Eoate v5:{),Deslgn Engine:0.!6:d.OAO . ffrWaasng ne D 0006KZ-5.4TE [5131_=U3Ag6 cichiyz:�7zntK+&T"�?m9.rnm - Page 1 Of 1 Stud between front windows output for lateral wind load-deflection less than U180 Page 16 ROOF FRAMING The main roof will be trusses designed by others. The porch roof consists of W SFF#2 or better at 24 O.C. Forte was used for the analysis and the results are provided below. it F 0 R T E SOLUTIONS REPORT Leve)R, *tJoi§t PASSED Current Soltittoni:1 plece(s)2 k8:Spruce-Plne-Flr-N6 i/No.2.@ 14"OC Overall Sloped Length:9'2.99' F z%S . 1'0,00.. T OW_ o All locadwo are measured from the wWdt face o(left support(or left cantilever end),All dune:W"are horizood,Drawetg is CWMOWal Design Results Aetual0 London A6owad Rttult LOP Symmn:Roof M mber Reaction 490 0 0'ISW SWUM-) Pawed 51 A. — Ma AbeTypt:0— Shear Ulm . - .4114 f 10Mh .1126 Passed(36%) 1.15 S.Uitp uie r PAcde eW Moment Pt4ba 062 de 9'9.30' IS21 Pawed57% 1.15 WEr*Cod&c tBC Live Load DA(in) .- 0.102 0 4 UT 0.251. Pawed 0/885) fiestgn Mtd,odc.cgy:ASO Total load fell. in 0.1310 4-S " 0.377 Passed 664 Ha:n4ei Aaeh:4712 Conneittor:Slnipson;5tron Support Model Top Nails Face Nails Member Nails Accessories 2-Face Mawt Hangs Lsstns - N/A. - 9-10d cmff" S•10d x 14/2 _ All ProdUCt'SOIUUaW!t r,:;4..,,?ArA-gW`i•' --;.�- u. .'a`3'a.a..� ss.:.•"x �''( 7' -."»`. .tw"n.�fi.` - Depth Series Plies Spacing S/Sq.FL 71/4- 2x Spruce-Pine-Flu h0.1/No.2 1 2-C 0.00 Maintaining product cost b the re,,p= ty of die Forte-Aftware operator.Product pddrg am availabii t may vary from desex to dealer.Product pt"and availabrtty may.vW hm dealer todealer..Price does rwt include ticking,rim bond,conir dWt,or omx framfng aecesx im, The pupae cf fhiS report is for fxo&Kt cmparmn a*.Lord and suppxt Infamadon necessary for prof VWW,daign review i,not&03yed here.Pleas pint an indhridual Member Report for:ubimtW pupos--- ForteSeervae opetater - - .IM Notts 1f1'2.2720161:28:St Pty7 rich i,013n Forte vS.O.Design Engine:\r6A.OAO No4.z E f'4V gas station str..cttraL�Pfc. (Si3 2F.ii3i2d - e��'erecrmD.c m - Page f of 1 Page 17 e SEISMIC Seismic/earthquake loads are evaluated per Section 1613 of the 2015 IBC of NYS which references ASCE 7, Minimum Design Loads for Buildings and Other Structures;therefore,the seismic loads are evaluated per ASCE 7. The simplified alternative structural design criteria for simple bearing wall or building frame systems of 12.14 is used to determine the system loading. DESIGN DATA Response Modification Factor, R = 6.5 from ASCE 7, Table 12.14-1. Mapped accelerations parameters and other seismic design parameters were obtained from the USGS website at hrrp://earthquako.usgs.gov/designmaps and is provided below. L Page 18 r: 5 Design Maps Miailed Report; http://ehpl-earthquake.ctusgs.gov/designmapstus/&pori.oho-?template=.:. USGS. Design Maps Detailed,Report ASCE 740.Standard-(43.34105°N,73.632450W) Site,Class C-'very Dense Soil and Soft Rock.,Risk Category I/II/I11 Section 11.4.1_NlappEq Acceleration Parameters ,NoterGround motion values provided below are for the direction of maximum horizontal spectral_res,'ponse acceleration.They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of:1.1(to obtain S$)and 1.3(to obtain Si).Maps i,rthe 2010 ASCE-7 Standard are,provided for Site Class e. Adjustments for other Site Classes are made,as needed,in Section•11.4:3. Front Figure 22-1 t'I SS=0.235 g Froni Figure 22_2't21 $1=0.081 g Section 11.4.2 Site Class The authority having jurisdiction(not the USGS),.site-specific geotechnical data,and/or, the default has classified the site as Site Class C,based on the site soil properties in accordance with Chapter20; Table 20.3-15ite clai;ificatibn Slte class v, N or Nam, s - A.,Hard Rock >5 000'ft/s N/A N/A. P.Rock, . 2,50ato 5,000 ft/s N/A N/A C.Very.dense soil and soft rock 1,200 to 2,560 ft/s >5o' >2,060 psf D,'Stiff Soil, 666 to 1;20o ft/s as to 50 1,000 to 2,000 psf E.:Soft day-soil <600 ft%s <15 <1,000.psf Any profile with more than 10'ft of soil haying the characteristics: Plasticity index AI>20, •Moisture content ty 2 40%,and 0 Undrained shear strength s.<500 psf F.Soils requiring site response See Section.20.3.1 analysis_in accordance with Section For SI:aftN 0:3M mis llb/ft' 0.0479 MW 1 of 6 6126/201611.57 PIM Page 19 Design Maps Detailed Report hitpJ/ehpl'-earthquake.crusgs.gov/designniaps/uJreport.php?template=... Section 11.4.3=Site Coefficients and Risk-Targeted Maximum.-Considered Earthquake(j(,fA)Spectral Response Acceleration Parameters, Table 11.4-1:Sitetoefficient F. Site Class Mapped MCE x Spectral Response Acceleration.Parametecat.Short Period. SS s 0.25 SS-O.SO SS-0.75. 1.00 SS 2,L25 A 0.8 0.8 0.8 0.8 O.S 8 1.0 1.0 1.0 1.0 1:0 C 1? 1.2 1.1 1.0 1.0 D 1.6 1.4. 1.2 . 1.1 1,0 E 2.5 1.7 1.2 0:9 0.9 F See Section 11.4.7 ofASCE 7. Note:Use straight-line interpolation for intermediate values of SS For Site glass=C and Ss=0.235 0,F. L200, Table iY.4-2:.site Coefficient F Site Class Mapped MCE Spectral Response Acceleration Parameter at 1=s Period S,-s 0:10 %=0.20 S,=0:30. S,-0.40 S,a O.SO A 0:8 0.8 0.8 0.8 0.8 a 1.0 1.0 1.0 1.0 1.0 C 1J 1.6 1.5 1.4. 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7- Note-Use straight-line interpolation for intermediate values of S; for Stte Class=C and%=.0.001 g,F.=1.700 2 of 6 61261201611.57 PM Page 20 esign Maps Detailed Repoli httpl/ehpl-earthqu:i)e.crusgs.gov/desiom5ps/us/report.php?template=:: Equation(11.4=i): S„s=FAS$=1.200 x 0.23S=0,282 g Equation(11.4-2): si.=,FPS; 1.700.x 0.081=0;138 9 Section 11.4.4—Design Spectral Acceleration Parameters Egttatiott(i1.4-3): S",=vi;SNS,=%.x 0282=0:18$g Equation Q1.4-4): So,=%Sw="i x.0..138=0:092.9 .Section i1:4:S-Design Response.Spectrum' From Figure 22!tl cat Tt=6 seconds Figure 11.4=1:Oesipn Response Spectrum TaT,:S.=S.(0A+0.8T/To) 5w=0.168 - ToSTSTy:Bt=S�e i I stTSTL:S.=Sai1T >T,:S,=S01T�lT�. a Sm=0.092 -'--------- ----- i i i i To=0.098 Ts-0.489 1.000 - - PglodTlutl i of 6 61261201611:7 R Page 21 csi_gn Maps Detailed Deport . " htipd/ehpl-eanligdakt.ccusgs.gov/designniaps/us/n poit.php?template=:.: Section:11.4,6 Risk-Targeted hlaxinlum Considered Earthquake{PdCEO Response-Spectrum The MCER Response Specvum.iSdetemined by mulfiplying the desigh response spectavm above by i.5 S,6 a o.282 tl ' 1 1 8 � ' Ta=0.098 TS=0:489 - 1.000 Parlod,T(nt) of 6 6126/2016 11.57 PA1 Page 22 Design Maps Detailed-Report. hupd/clipl=eartltqu:ikd.crtiggs.gov/designmapslus/report.plip?template=..; Section-11:6.3.--Additional Geotechtiical Investigation Report Requirements for Seismic Design Categories D througli-F Front Figure 22-7 N7 PGAI=0.119: Equation(11:8-1).: PGAH=F,,APGA_1.200 x 0.119=0.143 g Table it S-1i Site.Coefficient Fp' Site .Mapped MCE Geometric Mean Peak Ground Atceleration,PGA Class PGA s PGA- PGA PGA PGA 1 0.10 0.20 0:30 o,40. 0.50' A 0.0 0.8 0.0 0':8 . 0:8 a 1.0 .. 1.0 1.0 1.0 1.0 c. 1.2 1.2 1.1 -1.0 1.0 D: 1.6 1.4 1.2 ill 1.0 E -2.S Y.7 1:2 •0,9 0.9- f See Section 11.4.7 of-ASCE 7 Note-;.Use!straight-line interpolation for intermediate values cf PGA For Site Class=C and.PGA=0.119 g,Fp,,=1:200 Section 21:2:1.1—i'41ethod 1 (from Chapter 21:-Site-Specific Ground Motion Proceddres for Seismic Design) Front Figure 22=17 is] Ck'=0.909 Fr'ontFigure 22-18te1; C 0;895 ai= 5 of 6 612612016 11:51 PI• . Page 23 Design Maps Detailed Report: littpJ/ehpl'eanhqu dc.cr.usgs.gav%deslgnntapslus�r�port,plip?templa{e=..: Section 11.6—Seismic Design Category Table 11.6-1 SeismicDesign Catetiory Based on Shoat Period Res once Acceleration Parameter RISK CATEGORY ,VALUE OF S I or II III IV S;,l 0.167g A A A, 0.167g SSM'<"033g, B B C 0.330 S Sos'<OSOg [. C D . 0.560 s'Ss O p p for Risk Category=I aiui Saj=0.180 g,Selsmlc Design Category B Table 11.6-2 Seismic Design Category Sated'oo 1-S Period Respoi sie Herat on'Paromeeer RISK CATEGORY VALUE OF Soy I or 2I II1 IV Sa<0:067g: . A A A 0.067g SSol<o.133g B B C 0.133g S S.<.0.200. C C D.. 0.200 S Sot `'D p D- forRisk Categgty=I and Sot=0.092'g,StiinNc_Design Category=B Note:'Wh4n S,is greater than or equal to 6.75g;the•Seismic Design Category is E for. buildings in Risk Categories I,I1,and III,and F for those'in Risk Category.IV,irrespective of the above. Seismic-Design Category "the_more.severe design category in accordance with Table 1i.6-1 or 11.6-2"=B Note:See Section n.6 for alternative approaches to calculating Seisniic,Nsign Category. References .figure 22=I:http:l/earthquake.usgs:gov/hazards/designmap'i/downloads/p6fs/2010_ASCE-7_Figure?2-1,pdf 2:foure.22-2:http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figur,- 22-2.pdf 3.'Finure 22-12:http://4aithquake:usos.govlhazards/designm I"ps/downloads/pdfs/^_010 ASCE-7_Figure__2-12.pdf 4.Figure 22-7:http:Ilearthquike.usgs.46vlhazirds/designmaps/downloads/pdfs/3010_ASCE-7_Figure_22>Z:pdf S.Figure 22-17:http://earthquak,-.usgs.govlbazards/designmaps/do4vnioads/pdfs/2010_ASCE-7_Figure 22-17.pdf 6.Figure 22-10:http-//L-arthquake.usgs:gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-18.pdf of 6 61260016 11.57 F, Page 24 Per ASCE 7, 12.14.1.1 the simplified design procedure is permitted to be:used if the.following. limitations are met. 1. The structure shall qualify for Risk Category I or II in accordance with Table 1.5-1. Structure is Risk II;ok 2. The site class,defined in Chapter 20, shall not be class E. or F. Class C, ok 3. The structure shall not exceed three stories above grade plane One story, ok 4. The seismic force-resisting system shall be either a bearing wall system.or building frame system.as indicated in Table 12.14-1. Light framed wood wall with structural sheathing;ok 5. The.structure shall have at least two lines of-lateral resistance in each of two majoraxis . directions. Two walls;both axis,'ok_ 6._ At least one line of.resistance shall be provided on each side of the center of mass in .each direction: Walls are located on either side of center of mass, ok 7. For structures with flexible diaphragms, over-hangs beyond the outside wall line of shear walls or braced frames shall satisfy the following: a < d/5 where a = the distance perpendicular to the forces being considered from the extreme edge of the diaphragm to the line of the vertical resistance closest to that edge (11.5-feet wall height). d = the depth of the diaphragm parallel to the forces being considered at the line of vertical resistance closets to the edge (90-feet and 60-feet) 11.5 <.60/5 < 12, ok 11.5< 90/5 < 18, ok 8. NA—for buildings with diaphragms that are not flexible Page 125 Building has flexible diaphragms, ok 9.- Lines of resistance of the-seismic force=resisting system shall be orientated at angles of no.more than 15-degrees from alignment with the major orthogonal horizontal axis direction of the building. Walls are parallel, ok 10.The simplified.design procedure shall be used for each major orthogonal horizontal axis direction of the building: Both,directions.are.considered, ok 11..System irregularities caused byin-plane or out-of-plane offsets of lateral force-resisting - elements shall not be permitted. EXCEPTION: O'ut-of-plane and in-plane offsets of shear walls are permitted in two-story buildings of light-frame 'construction provided that the framing supporting the.upper wall is designed for seismic force effects from overturning of the wall amplified by a factor of 2.5. No out-of-plane or in-plan irregularities, ok 12.The lateral load.resistance of any story shall not be less than 80 percent of the story above. Will not be less than 80%,ok The criterial above is.met, therefore the simplified method of ASCE 7, Section 12.14 may be used. Sos is 0.188g Page 26 The weight of the structure to be resisted is the dead weight of the roof and attic and the wall weights. . BUILDING WEIGHT Roof dead load = 18 PSF adjusted for slope Attic dead load = 12 PSF Attic HVAC 1500# Roof area 60 x 90 ='5400 SF Porch cover area = 10 x 90 = 900 SF Snow=0.20 x 70 PSF= 14 PSF (Per ASCE 7, 12.7.2,#4) -Attic Storage live load = 0:25 x 30 PSF = 7.5 PSF (Per ASCE 7, 12.14.8.1,#1) Roof/attic weight= 5400 x(18 + 12 +14 +7.5) +900 x 18 +1500#= 294,800# Wall dead weight 83 PLF Wall length = 300 feet Wall weight= 83 x.300 = 24,900# Total weight of building system above foundation' 294,800 +24,900 = 320,700# Page 27 HORIZONTAL SEISMIC LOAD The simplified lateral.force analyses procedure of ASCE 7, 12,14.8 is used to calculate the seismic forces. The horizontal load is: Fp = 0.4 x ka x Sys x Wp(ASCE 7, 12.14-10) Ka = 1.0 + Lf/100 (ASCE 7,, 12.14711) Ka= 1.0 +90/100 = 1.9(use.of longer 90'wall is conservative) FP= 0.4x1.9x0.188x498a= 71# Note a: The weight of the wall tributary to the anchor.Anchor spacing at base of wall is-6' o.c. maximum and wall weight is 83 PLF; therefore,weight of wall is 83 x 6' 498#. V= FxSos /RxW(ASCE 7, 12.14-11) Sps = (2/3) x Fa x Ss Fa= 1.4 for soil sites (conservative) SS= 0.235g Sys= (2/3)x 1.4 x 0.235 =.0.219 F = 1.0 (for single story buildings) V= 1.0 x .219[6.5 x.320,700 = 10,805# . En = 10,805#(ASCE 7, 12.14-5) COLLECTOR ELEMNETS (ASCE 7, 12.14.7.3) The above seismic load has been calculated in the building direction which produced the largest load.The two opposing walls of the building share the seismic load such that each wall must resist one half of the load 10,805/2 = 5,403#. There is a header over top of the windows at the front of the.building. This header must resist and axial load of 5,403#.The header is a (3) 1.75"x 11-7/8" microlam header over the window which much transmit this.horizontal load. The cross-section area of the header is 62 square inches and the allowable compression and tension parallel to the.grain is 1,555psi and 2,510psi, respectively. The stress in,the wood is 5,403/62 = 87 psi, therefore the header is acceptable for transmitting the seismic load around the windows.The header will extend past the windows a minimum of 24"and be nailed with a minimum of 35 nails in order to transmit the loads (each nail capable of 160#for seismic). Page 28 VERTICAL SEISMIC LOAD The vertical load is calculated below: Ev= 0.2 x SDs x D (ASCE 7, 12.14-6) Ev=0.2 x 0.188 x 320,700= 12,058# The perimeter of the building is 60+60+90+90=300 linear feet.Therefore the vertical load from seismic is 12,058/300 =40 PLF . BUILDING FOOTER The presumptive soil load bearing capacity is 2000 PSF from Table 2015 IBC 1806.2, assuming SW, SP, SM, SC, GM or GC soils. Building Weights: Item Load trib Weight PSF (ft) PLF Exterior walls 100 Attic Dead 10 .. 31 310 Attic Live 30 30 900 Roof Dead 18 31 558 Roof Live 20 31 620 Snow 49 31 1519 Seismic 40 Wind 11.1 31 344 Total Unfactored: 4391 From the building loads above the total dead load D, = 310 +558 +100 = 968 PLF, the total live load, L = 900 PLF, seismic, E =40 PLF, wind,W= 344 PLF, the roof live Lr=620.PLF. J• D + F k. D +.H + F +L L. D + H +F + (Lror S or R) m. D + H + F +0.75(L) +0.75(Lr or S or R) n. D + H + F +(0.6W or 0.7E) o. D + H + F +0.75(0.6W) + 0.75L+ 0.75(Lr or S or.R) p. D + H-+ F +0.75(0.7E) + 0.75L +0.75S q. 0.61D + 0.6W+ H r. 0.6(D + F) + 0.7E +H Page 29 The load combinations were computed in Excel and appear below. Load Load combination PLF a 968 b 1868 c 2487 d 1208 e 1174 f 2937 g 2803 h 787 i 609 The maximum load on the footing was found to be 2937 PLF. The footing width is 30.inches (2.5 feet). Therefore, the load on the footing is 2,937/2.5 = 1.175 PSF which is less than the permitted 2000 PSF and is therefore acceptable. Page 30 WINDOW AND DOOR& PORCH HEADERS There are four headers that were analyzed. Forte was used to analyze the headers and the results are included below. The headers that were analyzed include, the header beam which supports the porch roof, the main building header over the front windows, the drive through window and the 6'—shed door header. Page 31 I F.Q R.T_E, SOLCfriOtiSREP"T Lre `,':orchroodheader PASSED Current Solution:.:'2 Pieces)13/4"x 0.112".2.0E Microllamp LVL Oyef011,LOngU1:88'0.50' 0 0. 110.0� 111003' 11'100:Y� 7(f'100t �111a.00 11'a.0,M�11'•a.� All Inrnu]rs are umasured fran tlra als-ilc fart a kft u(3dt(nr. - Iett rarUkver.end).As Mi dream are jxki mrL£;Cea+tng Is . ' CcnxOhi:1 -Design Results Amu1 t Ls tl- AW.W Ri-It 1Df Sriaf":tv]l Hertw p+%.-an(bI) 6211 01,35 US- 395 Pe&-I'(4S.,). — rMsiter��t!':Ile�nn• sl*ar(04) 307E T'3E 9ZV 7265 Pasie (42%) L15 euse!r`o ua:ru:rssy 34onrent rNbs :-9396 si 35'6.75'. 13SI1 Pdrt!d 6?',. 1.1S. Goae t IIiC live Laid DA(31) 0-626 Q 4S 1.71' OMS�_ Paired(U361) ucbn_t'kmY.inbiV ToUJ laid NA.(6r) O.E03 0 47;L73' 0942 Flm. (LM1). All Product.sohttions.*;ait'i Depth I Series Plies S/Ft. 191121 13/4°2.OE hlidoI.6m�+y LVL• 2 0.00 l4aitlaarlr'�1 laufu:iaats is Itte�;.xrdway of the(urte st(tivare aperMu.Pra.Lt i•Irvig atd eia?yLN�+Y�3ry lrtin tlrai^i In rk.4�:PmLc P�7 anf evn��y ,. ..m3y r4ry Gan dialer to unnkr.Driae'ifors nct hYLik declk�q,tern t�and,NnrMzlnn ur oUta'Ea�twsg attrinrk5.. .. Tt,e µcpose of th's rq"t Is for Banat cDvtW.bm atty.land ant sup(aut h,lonrL&On lv_ra—ary for LrUzskas4l desip ccwkry ts nut&Va)vd tree P4Mr Rlolan. hsdMdug Mettw•Repat fa srtnnr.6al,puixy s, . Fu1s somize cantor . . . . . im O."c . . . -10.'MrM l0 11 52::3 AM . �nratr. rota vSA,Design Engine:V6.4.0.40 t5151.Sd t,7 4a7 sfaLc.'1 L'JLC571al.J;e - P1�a 1 OI l Header supporting shed-roof covering over front patio Page 32 r .r SOLUTIONSREPORT Lerel,headerorer!ronf-ndar3 PASSED <I F•U R'T,E Current Solution':d'3 piece(s)1 3/4"1i.11 7/8"ME Microll' LVL Overall.LongUt:79"0..00* . o' f i O 0 0 0 0 E-8 E9 „ tD ,3 t. p RE BE All lomtionr are ngritced frov Uie a w:(k fare of left"PA(Ca - kR rerttkver ft4AQ sfrreeryfn,s are.IWxz=AlaL:OrarinU is Design Results AMMI Clondoe Alk.W Rsatt loll Slt f:\Ysi I 4m ' 3e.o45o,-pnner 2s296 a"ect(971,11) rkmorrlrtir:IM+m: . — 1 �3T 4�r(pn) 1290 13622 PaZed'AftYA) 1.i5 ¢a&,Cert:M -224a m�36' :tiepn Niti,aeotiQy .�°D Mwl .((nabs) • —760. - Passed(72!) 1.i5 - - Uve Loa J Deft 4 0.197 Q 41-6.CW 0344 Pakka(L'630) _ T"Wad0 M.(l)), I U67 uy 41',6.00' 0317, Pared(U465) J. AIIPibdetctSottitions +�*.a��a�'•` 1�'��':�i.�ff.��"_ , Depth I Series Plus S/Ft. 117/8"' 1,3,14"?OE M(croUrn&LVL .3,. 0.00 Ra:ilU&4ng poela rails h Ute mqurit illy,of Ule hate sCNwke opralx.Nato Pr,tytej aid ava_sta'tly m+Y vary front duet Id ikal,.F odxt Prkn4 and ays'tiLty.. .. nssy vary rronr,de3Wi fa Viler:PrICe Wee ntt Induk dskLry,t'm Laskd,.0 aareAats,Cr i>Xi!taring ameiwriey... 71n puporie et Urs rtgat L%(cr pnW(t mmpudmt cntf.Lard and srrapm li,rrlmdnrt ItKiSary An prlrsstui+l de ija revfi:w M rvt.trsQta)vl trei�-Pkre pud.an IMNk)tre`Mesr6ff P.eP for su mttel W{p` - - . ru,sma.s"or�trr Jmnot. 1LtC ON 11:40:44AM �c,r:G� Fare v:.O;Gasign engine:V8.4.O.a0 eKa.,erYtnea^e+i GOt.Ef±:�SA'ft is tst_Massa Page 1 of 1 Header over windows at front of building Page 33 t C.A R �,E.' 311LUT10l`15_REPORT Leyel headNowre shed.d� PASSED it f V Current Solutio'ii::2 piece(s)-2 x.8 5pruce-Pine-Fir No.-1,/No.2 Overall Length:5'5.00' 03, 0. All loritbm ate rn�ured fror ttre W.Ude fare d Fen u4n)dt,(at. left C rukwtr tnd).At 6mtandotts are tmfrxnnL4;Cla"is' Design Results Amel t tauNn Aped R." ter Srzbn:vrnl MetrtcrAeaCiat(tn} G0_t.;fJt 0. 191.3 Pasvd.(36, . . h1mtr"Ippe iitnaxr Sltnit(9) 525 0 a.75' 2251 Fasts!(231A) LIS � �Uct:v�e_lw . Da '4 rang 19e HneM 4IA) 1092Ap S 2.Su^ 2645 Pal<d 41 b 1.15 Uve Lmd DdL(at) 4045.m S ZM' 0.214 Mu*4(ll493+) t?"..oi F�rra;tpy:im TLAA tail C.".(in) U61,9 Y 250" ..0.1 U Pasz4(4 m+) . . 'Al1 P _ i1cYSo utio, ei �€ r"k✓ c.f,? 6 w'u �. v t rva w vJ .: �a�Fi •t .A r.A:.., Depth Series Plies S/Ft. 7 114 2 x$prucc-Pine•Fir No.1/No:2, . . . . . 2" 0.00" NaSNs'tidig P cam.%is me trs cma-my of the rate sCAxtre o*&0!._NaW prkbn and avaYAt'Ry tray vary from d+ei0w to dedv.P.o(sxt prldVmvd ava7eNtty [nay vary:C-M tkaVs to ieai~r,vdoe dies rtU Irclu]e! '9, +tl,ida 1;iatnedas;lY ctt�r2narg a;t.Satez Ttc µut,ne d ltis nyirt t;For urod:ri t trinptulnt oily.toad ant-suppuri ItYorrn�:an rexc ary for vv,�Its :zi re.k..is not&Lpr iynl 1 e pkxm print m. . Ir%9vkf&Mert3ei Re4ut for.•f nW]wt— . . .. . . - . . .. vote aoh+zeecw.icr Joo Fiat.% 1112212016 11:47:1 a AM RQNe'.X• torte v5.0 Design EnOirt,�:V0.4.0.40 t+-;m;e+anryr• 4a station stru:hrrl.4:a rs t�,:eca�s1 Page I of 1 Header over shed door Page 34 a�1 SOLUTIONS REPORT Eevel,header over drive tfuu 1 PASSED %I F O R.T E :Current Solution:-:2 piece(s)1'3/4')i 9 1/2 .2.0E M166116mp LVL Overall Length:V 0.00' .o - o - - N OW - a o AD locatlono-a:a meaarred from the outside face of lit support(ar left caiiblever eAAI dimet<iom are horizontal.;Drawing i1 toncepGtal Design Results Ac+uil 0loca116n •4oerad Mutt OF Symrtt:tvan 713. _ . Member Reaction(Ibs), 740010 1.50' 6 Pasted(974b) Miner:Tyr:Nt.der flooShear(lb:) 3978 0V SO' 7265 Passed(SSU) ms BG3f:np us*t Reeds t Eu�fng Code:ISC Moment 1t-15s... `7692 cot T 6.W 2%1 Paned 4s 1:15 oee qn Medtodaogy dASO. live lead W.(in) 0.0710 2'6.00' O.1S8' PaZed(L1807) Total load Defl. in 0.0970 x 6:00' =7 Passed S89 . Depth Series Plies $/Ft 91/2" 13/4"ME Mtcrollaitlt LVL: 2 '0.00 Maintairmg product cow illhgrespo='Wrty of the Forte cob am operator product pdchtg and avatlibtl'ty may vary from deaf to .Product pd&Mg and avaibbility may va y from dealer to deakr.Price does not Mdude deddng;rim board;cotut ctor„or oeter framing accessories.; The propose of this report is for ptodtict comparison only.toad and support infi union necessary for prokocir;1 design review iz notdisplayed here:Please print an Individual Member Repot for submittal ptnW.-- FeM SofhvaeOperator _ .tcb Notes 10r22 0M tt:43;44 AIM _ - RichNdan Farts 45.0.Design Engim4.V6A.0.40 tddan End:=�e:rin� GOG&'"tiG—&4TE (5791;aa.iQ(1 eeh+�,eGamsn�.exrina-rnn Page1087 Header over drive-thru windows Page 35 WALL STUD BUCKLING The wall studs, less the top and bottom plates are 11-feet in.length. The weight of the entire loaded structure supported by the wall is 615,060#, as calculated below. Roof dead load = 18 PSF adjusted for slope Attic dead load = 12 PSF Roof area 60 x 90 = 5400 SF Snow= 0.77 x 70 PSF-= 53.9 PSF Attic Storage live.load = 30 PSF Roof/attic weight= 5400 x (18 + 12 +53.9 +30) = 615,060# There is 300-feet of linear wall, at a stud spacing of. 16-inches on center there are approximately 225 2x6 walls studs. Therefore, each wall studs experiences an axial load of 2,734#. The vertical seismic load on each stud is 10,800# / 225 = 44#..Therefore, the total load on each stud is.2,734+44 =2,778#.The analyses below shows that 2x6,stud, 1.1-foot in length can support an axial load of 5,207#which is greater.than the actual 2,778#. Page 36 ` a i o u n.G2DadCY C21Q1,-•.�2 w^A'� 7'YS �� „4a4,P;P' 8 ly amp, ."a",� ti:�. °` :'r"W +X'YG 4 jt�, r.i'f��Ff �`.'N`'ttx,•aS f 'sr Y'rk4s� J 3o vGun=7=$�.6G antion5i2,w �F al u msSat,nauam vnan xnalo MO-MR,��g a •�5 - .,�-",` ° ;,.--1.E ,,.. , teasbuaud ends c ..+-� '� a. " r.� yy3) k. p.� 4 �tIS d. 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'>}- ;'f' S.3`' � f�•:xC' i�.sr,6 �V a y_ ..{� `�L' � �r'9t r ti yr?t n{{ -,�.''a- t3�. ?3��,L's�, jt.-, .�'e't.��dY 2�W�3�'''� a�s�x�.°' � F'4;'♦'i n�'. = '}�d�.'�'�..T' *b '��°f' ��'Yj��f«.�'�"� ��b� 5`y� ''�" `•c r, to a � SiY �rlspp r o�co ��k,(^k 'a`�'`' �� .y 33 aX� ��,;a A�r�. � f i�z�5r��t"� �'�� rl �� }y�S �t�2.£'•;ly•tr 't,n K .�r, ;t ..e .z�' `•-s`.3' ,�,:iy;z'pat4s e'•rrt'. �},f.¢�, Kx'',!'s'^' .:r: ;c -``'a- `iJ�+S :�`. ..,IT..=.c Page 37 BRACED WALLS The method of resisting the building from racking due to the later wind loads is Wood Structural Panel (WSP) braced wall lines. Braced walls conform to Section 2308.6 of the 2015 IBC. Table 2308.6.1 specifies that at least 25% of the wall contribute to the wall bracing.and that the panels be at least 48" in length.. For the- rear and side walls, almost 100% of the wall contribute to the wall bracing. The front wall has a 4'-4"wall panel at each comer and approximately two 12'wall panels on -either side of the main entry door.for a.total wall bracing of 32 feet. The front of the.building is .91 feet long so the braced wall panels contribute 32/91 = 35%which is greater than the 25% required. The same table also requires that the wall bracing be 25 feet or less apart. The maximum spacing between the wall-bracing is 24 feet and is therefore acceptable. Page 38 - FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live ". PLAN REVIEW 'ASAD Petroleum FILE COPY 985 Route 149 =FILECO� CC-0000XX=2017 Type V , 5400 sf 4/14/2017 The-following comments are based on review of the submitted plan:. 1) Truss ID OK 2) Knox Box OK 3) Remove combination SD / CO on drawing. CO detection included in fire alarm plan 4 Grease light,test and fan interlock not required for Type 2-hood 5) Submit following fire alarm information: . - Specs. for all appliances and equipment Provide for Central.Station monitoring - - FM witness test required NFPA 72 reporting required 6) provide required keys for Knox Box 7) Provide submittals for. fuel tanks; tank installation inform_ ation.and canopy information. FM to witness tank install and testing 8) Provide submittals for back up generator 9) I have concerns about the, location of-the-LP tank and pump location, in relation io the drive-thru traffic lane. Is there a better location? 10).Owner to provide CO applications when vacant tenant spaces are to be occupied 266.3-1-78 CC-000172-2017 Asad Petroleum, Inc. (Toby Sheikh) 985 State Route 149 j Comm. New Build 5832 s.f. Fire Marshal 's Office Phone:. 518-761-8206 • 'Fax: 518-745-4437 ftremarshal@queensbunl.net 7V7Q7V.queensbuni net Fire Marshal Michael J Palmer Fire Marshal .518 761 8206 firemarshal@queensbury.net Fire Marshal 's Office Phone: 518-761-8206 Fax: 518-745-4437 firemarslhal@queensbunl.net Tnzvzv.queensbun/net FIRE MARSHALS OFFICE Town of Queensbury 742 Bay Road, Queensbuzij, .NY.12804 "Horne of Natural Beauty... A Good Place to Live " PLAN REVIEW ASAD Petroleum 985 Route 149 Site Plan 5/29/2015 • FM has no site issues at this time Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal's Office Phone: 518-761-8206 Fax: 518-745-4437 fireinarslial@gtteensbui-t.net . wzymqueensbu-ni net FIRE MARSHAL'S OFFICE Tortnn of Qtieensbilry 742 Bay Road, Queensbtcry, NY 12804 "Home of Natural Beauty ... A Good Place to Live " Preliminary PLAN REVIEW ASAD Petroleum /Toby Sheikh 985 State Rte 149 Conv. store/Truck stop 6/10/2016 The following comments are-based on meeting and review of the submitted plan: 10) Provide Exit/EL's plan 2) Second exit required due to travel distance (Dave I� C3)7F/E locations to be discussed 4) If F/A is planned advised Toby plans shall be submitted to this office. (not required) 5) Discussion on tenant for front space, ie if hood and suppression will be required. 6) Dunkin Donuts signed for rear space 7) (3) 10,000 gallon tanks 8). (2) buried propane tanks 9) Currently plans on fuel suppression system. (need plans) 10) M Occupancy- 49 occupants Deputy Fire Marshal Gary K. Stillman, 742 Bay Road Queensbury NY 12804, 518 761 8205 garys@queensbury.net Fi r e M a r s It a i 's Off i c e .• P h.o it e: 518-761-8206 F a x: 5187745-4437 flrei7zarslial@qtteensbtinL.net zvzuMqueensbummet 333 Kingsley Road,.Burnt Hills, NY 12017. • Office (518) 280-3190 • Fax(518) 280-5379 • www.nolan-engineering.com DCC� E9 � � � . May 19, 2017 1�:',Y' %'. 3 2017 ASAD PETROLEUM, INC. TOWN OF QUEENSBURY COMMUNITY DEVELOPNiEf T C/O Tabassum Sheikh 980 Ridge Road Queensbury, NY 12804 SUBJECT: Foundation and Framing Structural Inspection Services SITE LOCATION: 985 State Rte. 149 Queensbury, NY 12804 Dear Mr. Sheikh, . Nolan Engineering, PLLC is able to perform the foundation inspection(not soils or concrete tests)to ensure that it has the proper dimensions, depth, rebar,etc. prior to pour.We are also able.to perform the framing and insulation inspections to ensure that it has been framed and insulated per plan. The cost for these services is$150 per hour with a$300 minimum fee. FIDE C®PV Sincerely, Richard Nolan, PE Nolan Engineering, PLLC '04 Hoosick Valley CaNTRACTORS . April 24, 2017 Town of•Queensbury Building Department Subject: 985 State Route 149,Queensbuty To Whom it may concern, Please accept this letter as notice as to,-the firm(s):thatwill be performing the following scopes of work at the above subject:project: 1) Blower D.00r Test- Thermal Associates 21 Thomson Ave. Glens Falls;NY 112801 2) HVAC Balancing.- Adirondack Air Balance Co. 342,Clendon Brook Rd.. . . Queensbury, NY 12804 ' 3) .Soils/Concrete Testing Construction Technologies. 4.Williams Street Ballston Lake,NY 12019'.. If you have any questions please do not:hesitate to contact me at 518-235-7108*26. Thank you Scott Wiley 2.1 TES _7=; ?i', i' FAX' t,,i''} ,' COMcheck Software :Version 4.0.5.5 Envelope Compliance Certificate FILE C01 " E C E 0 W Project Information D Energy Cade: 2015 IECC APR 1 3 2017 Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Location: Glens Falls,New York TOWN OF QUEENSBURY Climate zone: 6a BUILDING&CD Project Type: New Construction Vertical Glazing/Wall Area: 5% w— r Y N Construction Site: Owner/Agent: Designer/Contractor: N Z M 985 STATE RTE.149 TABASSUM SHEIKH RICH NOLAM C4 LO y 00 QUEENSBURY, NY 12804 518-361-3276 NOLAN ENGINEERING tobys2003@aim.com 333 KINGSLEY ROAD O O BURNT HILLS; NY 12027 518-380-3190 O rich@nolan-engineering.com C d7 Building Area - Floor Area E (D ':3 � 7 m 1-Main store(Retail) :Nonresidential 6480 O Additional Efficiency Package ti O Z High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist r 01 report. LO E Envelope Assemblies 0 N Q rn U Assembly Gross Area Cavity Cont. Proposed Bud& or R-Value R-Value U-Factor Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Main store] 5400- -- 49.0 0.0 0.021 0.021 Floor 1 Concrete Floor(over unconditioned space),[Bldg.Use 1 -Main 300 --- 12.5 0.064 0.064 store] NORTH North Elevation:Wood-Framed,16"o.c.,[Bldg.Use 1 Main store] 1022 21:0 3.8 0.048 0.051 .Drive thru window:Metal Frame:Operable,Perf.Specs.:Product ID 14 --- --- 0.370 - 0.430 TBD,SHGC 0.40,PF 0.11,[Bldg.Use 1 -Main store](b) Attic Walls copy 2:Wood-Framed,24"o.c.,[Bldg.Use 1 -Main store] 900 21.0 3.8 0.047 0.051 EAST East Elevation:Wood-Framed,16"o.c.,[Bldg.Use 1 -Main store] 1074 -21.0 3.8 0.048 0.051 (2)54x40 windows:Metal.Frame:Fixed,Perf.Specs.:Product ID TBD, 3o -- --- 0.290 0.360 SHGC 0.40,PF 0.11,[Bldg.Use-1 -Main store](b) Door1:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 -Main 20 --- --- 0.370 0.370 store] Door 2:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 -Main 20 - 0.370 - .0370 store] Door3:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 -Main 20 --- --- 0.370 0.370 store] Door 4:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 Main 20 --- 0.370 0.370 store] Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck_ASAD Page 1 of 14 2015 IECC,cck i Assembly Gross Area Cavity Cont., Proposed Budget U- or R-Value R-Value U-Factor Factor(e) Perimeter Door 5(fire rated door):Insulated Metal,Swinging,[Bldg.Use 1 -Main 20 --- --- 0.370 0.370 store] Attic Walls:Wood-Framed,24"o.c.,[Bldg.Use 1 -Main store] 120 21.0 3.8 0.047 0.051 Door 10:Insulated Metal,Swinging,[Bldg.Use 1 -Main store] 20 --- -- 0.290 0.370 SOUTH South Elevation:Wood-Framed,16"o.c.,[Bldg..Use 1 -Main store] 1022 21.0 3.8 0.048 0.051 (14)36.5x64 windows:Metal Frame:Fixed,Pert.Specs.:Product ID 226 --- 0.290. 0.360 TBD,SHGC 0.40,PF 1.63,[Bldg.Use 1 -Main store](b) (3)24x80 windows:Metal Frame:Fixed,Perf.Specs.:Product ID TBD, 39 - 0.290 0.360 SHGC 0.40,PF 1.33,[Bldg.Use 1 -Main store](b) Entrance Door:Glass.(>50%glazing):Metal Frame,Entrance:Door, 20 - 0.290 0.770 Perf,.Specs.:Product ID TBD,SHGC 0.40,PF 1.02,[Bldg.Use 1 -Main store](b) Attic Walls copy 3:Wood-Framed,24"o.c.,[Bldg.Use 1 -Main store] 900 21.0 3.8 0.047 0.051 WEST West Elevation:Wood-Framed,16"o.c.,_[Bldg.Use 1 -Main store] 1074 21.0 3.8 0.048 0.051 Door 1:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 -Main 20 --- 0.370 0.310 store] Door 2:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 -Main 20 - 0.370 0.370 store] Door 3.(42"):Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 - 23 --- --- 0.370 0.370 Main store] :Attic Walls copy 1:Wood-Framed,24"o.c.,[Bldg.Use.1.-Main store]. 120- 21.0 3.8 0.047. 0.051. (a)Budget U-factors are used for software baseline calculations ONLY;-and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope better than code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document Is.conslstent with the building plans, specifications,and other calculations submitted with this permit applica F posed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version ply with any applicable mandatory requirements listed in the Inspection Checklist. 4./12/17 l�l GGlG -d U Nolan, Name-Title Signature- L :^ Date g (r 083929 v R� 'Ssti Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Report date, 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh;Tabassum\Reports\ComCheck ASAD Page 2 of 14 20151ECC.cck COMcheck Software Version 4.0.5.5 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 985 STATE RTE.149 TABASSUM SHEIKH RICH NOLAN QUEENSBURY, NY 12804 518-361-3276 NOLAN ENGINEERING tobys2003@aim.com 333 KINGSLEY.ROAD BURNT HILLS, NY 12027 Additional Efficiency Package 518-380-3190 rich@nolan-engineering.com High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report: Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Retail:Sales Area 5400 1.59 8586 ` Total Allowed Watts= 8586 Proposed Interior Lighting Power A B C D _ E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1=Retail:Sales Area LED 1:CR-22-32L-30K:2X2 RECESSED-MOUNTED:LED Panel 44W: 2 29 44 1276 LED 2:CR-24-40L-40K-S:2X4 RECESSED MOUNTED:LED Panel 44W: 2 17 44 748 LED 3:WS4-63L-57K-10V-FD:COOLER/FREEZER SURFACE MOUNTED:LED Linear33W: . 1 7 33- 231 LED 4:KR630L40K120V10VKR6TSSGCG WF:DOWNLIGHT RECESSED MOUNTED:LED. 1 25 50 1250 Other Fixture Unit 50W: Total Proposed Watts= 3505 Interior • • • better than code Interior Lighting Compliance.Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Vers ^5,5 and to Comply with any applicable mandatory requirement list in th e he Inspection Checklist. ��OF NE un W ro � No , e No- 4/12/17 Name-Title Signat Date rF0 �83929 �vn'U SSVO�A Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck ASAD Page .3 of 14 2015 IECC.cck COMcheck Software Version 4.0.5.5 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Project Type: New Construction Exterior Lighting Zone 1 (Developed area in national or state park) Construction Site: Owner/Agent: Designer/Contractor: 985 STATE RTE.149 TABASSUM SHEIKH RICH NOLAN QUEENSBURY, NY 12804 518-361-3276. NOLAN ENGINEERING tobys2003@aim.com 333 KINGSLEY ROAD BURNT HILLS, NY 12027. . 518-380-3190 rich@nolan-engineering.com Allowed.Exterior Lighting Power A B C D E . Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Drive-up windows/doors 10 windows 400 No 4000 Total Tradable Watts(a) 141 Total Allowed Watts= 4141 Total Allowed Supplemental Watts(b)= 500 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A'supplemental allowance equal.to.500 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces.. Proposed'Exterior Lighting:Power A B C D E Fixture ID':Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of . Fixture (C X D) . Fixture Fixtures Watt. Drive-up windows/doors(10 windows or doors):Non-tradable Wattage LED 1:LR6 18L 40K 120ADR RC612WGU24:DOWNLIGHT FOR INSULATED CEILING:LED 1 15 -20 300 -Other Fixture Unit 16W: LED 2:SEC-EDG:WALL MOUNTED EMERGENCY:LED Other Fixture Unit 50W: 1 7 50 350 Walkway<10 feet wide(1 ft of walkway length):Tradable Wattage Main entry(2 ft of door width):Tradable Wattage_.. Other door(not main entry)(5 ft of door width):Tradable Wattage Total Tradable Proposed Watts= 0. i Exterior • • Design 100% better than code Exterior Lighting Compliance.Statement compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit.application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.5.5 and to comply with any applicable mandatory requirements listed in.the Inspection Checklist.. Project Title: _ ASAD PETROLEUM,QUEENSBURY GAS STATION _ Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck ASAD Page 4 of 14 2015 IECC.cck �icl�an�f Noun; T ol New Name-Title Signature �j�P� . N � Date FO 08392g Akd�SS10NP� Project Title: ASAD PETROLEUM, QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015.JOBS\Sheikh,Tabassum\Reports\ComCheck ASAD Page 5 of- 14 2015 IECC.cck COMcheck Software Version 4.0.5.5 Inspection- Checklist. Energy Code: 2015 IECC Requirements: 2.0% were addressed directly in the'COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each . requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. [Section# Plan Review Complies? Comments/Assumptions Re .ID C103.2 i Plans and/or specifications provide all ;❑Complies. [PR1]1 !information with which compliance !❑Does Not . !can be determined for the building ! envelope and document where !❑Not Observable ;exceptions to the standard are !❑Not Applicable ;claimed. C103.2 ;Plans,specifications, and/or ;❑Complies [PR4]1 1calculations provide all information !❑Does Not !with which compliance can.be determined forthe interior lighting:, !❑Not Observable land electrical systems and equipment I❑Not Applicable ! !and document where exceptions to ;the standard are claimed. Information ! I !provided should include interior I ;lighting power calculations,wattage of !bulbs and ballasts,transformers and !control devices. C103.2 ;Plans, specifications, and/or !❑Complies [PR8]1 !calculations provide all information !❑Does Not with which compliance can be 1 Idetermined for the exterior lighting !❑Not Observable !and electrical systems and equipment I❑Not Applicable and document where exceptions to ,the standard are claimed. Information I ! !provided should include exterior ! ilighting power calculations,wattage of! !bulbs and ballasts,transformers and I !control devices. I I C402.4.1 .;The vertical fenestration area <= 30 i0Complies [PR10]1 Ipercent of the gross above-grade wall !❑Does Not ! . area. ;❑Not Observable! !I ;❑Not Applicable C402.4.1 !The skylight area <= 3 percent of the.;❑Complies [PR1111 !gross roof area. !❑Does Not ❑Not Observable! ❑Not Applicable C406 :Plans,specifications, and/or ;❑Complies_ (Requirement will be met. [PR9]1 l calculations.provide all information !❑Does Not ! :with which compliance can be !determined for the additional energy I!❑Not Observable !efficiency package options. ;❑Not Applicable ! . Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier.3) Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck_ASAD Page 6 of 14 .2015 IECC.cck Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Re .ID C303.2.1 ;Exterior insulation protected against ;❑Complies [F06]1 !damage,sunlight, moisture,wind, ❑Does Not ' landscaping and equipment ;❑Not Observable! maintenance activities. ❑Not Applicable ; 'C402.2.6 ;Radiant heating systems panels ;❑Complies ;Exception: Requirement does not apply: [F;012]3 !insulated to>=R-3.5 on face opposite :❑Does Not space being heated. 1 !See the Envelope Assemblies table for values. ,❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ASAD PETROLEUM, QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck ASAD Page 7 of 14 2015 1ECC:cck Section # Framing/Rough-in Inspection Complies? Comments/Assumptions & Re .ID E C303.1.3 Fenestration products rated in l❑Complies ; [FR12]2. accordance with NFRC. :❑Does Not. ❑Not Observable ❑Not Applicable C303.1.3 ;Fenestration products are certified as. ElComplies [FR13]1 !to performance labels or certificates 1❑Does Not i provided. ;❑Not Observable ❑Not Applicable C402,4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table f6rvalues..- [FR10]1 ❑Does Not i ❑Not Observable; ❑Not Applicable C402.4.3, [Vertical fenestration U-Factor. ElComplies ;See the Envelope Assemblies table for values. . C402.4.3. I ,❑Does Not [FR8]1 ❑Not Observable l❑Not Applicable C402.4.4 ;U-factor of opaque-doors.associated T Complies ISee the Envelope Assemblies table for values: [FR14]2 1with the building thermal envelope :❑Does Not meets requirements. ; , Not Observable, ❑Not Applicable_. C402 5 7;°;Vestibules are installed on all building.;❑Complies CF,R17J, entrances:Doors have self-closing :❑Does Not Xli�r devices. .. j ;❑Not Observable;: l❑Not x�1,,>. . Applicable. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact;(Tier 3) Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Report date: .04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck ASAD Page 8 of 14 2015 IECC.cck Section # Mechanical Rough-In Inspection Complies? Com'ments/Assumptions C402.5.5, Stair and elevator shaft vents have ;❑Complies C403.2.4 �motorized dampers that automatically T❑Does Not [ME3]3 close. I❑Not Observable ❑Not Applicable i C402.5.5, I Outdoor air and exhaust systems have;❑Complies C403:2.4. motorized dampers that automatically :❑Does Not . 3'` )shut when not in use and meet [ME58]3maximum.leakage rates.Check ❑Not Observable )gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 1.1 High Impact(Tier 1) 2 Medium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck_ASAD Page 9 of 14 2015 IECC.cck Section # Rough-In Electrical Inspection Complies? Comments/Assumptions, & Re .ID r C405.2.1 ;Lighting controls installed to uniformly;❑Complies [EL15]1 :reduce the lighting load by at least '!❑Does Not 50%. ;E]Not Observable I ![:]Not Applicable C405.2.1 ;Occupancy sensors installed in !❑Complies [EL18]1 required spaces. T❑Does Not ❑Not Observable I ❑Not Applicable C405.2.1, ;Independent lighting controls installed I❑Complies C405.2.2. per approved lighting plans and all 1❑Does Not ! 3 !manual controls readily accessible and! [EL23]2 ;visible to occupants. ❑Not Observable 1❑Not Applicable r C405.2.2. ;Automatic controls to shut off all I❑Complies 1 !building lighting installed in all T❑Does Not [EL22]2 jbuildings. ❑Not Observable; ❑Not Applicable C405.2.3 Daylight zones provided with i❑Complies [EL16]z lindividual controls that control the ![-]Does Not lights independent of general area lighting.- 1❑Not Observable 1 10Not Applicable- C405.2.3, ;Primary sidelighted areas are 1❑Complies C405.2.3. !equipped with required lighting !❑Does Not 1, !controls. ! ! C405.2.3. 1 ❑Not Observable: 2 ; !❑Not Applicable 1 [EL20]1 ! ! ! - r , i i i r C405.2.3, ;Enclosed spaces with daylight-area. I❑Complies C405.2.3. !under skylights and rooftop monitors !❑Does Not 1, !are equipped with required lighting C405.2.3. I controls. !❑Not Observable 1 3. ! !❑Not Applicable 1 [EL21]1 1 1 ! C405.2.4 ;.Separate lighting control devices for I❑Complies 1 [EL4]1 specific uses installed per approved :❑Does Not llighting plans. !❑Not Observable: ❑Not Applicable C405.2.4 jAdditional interior_lighting power !❑Complies 1 [EL8]1 I allowed for.special functions per the ![]Does Not !approved lighting plans.and is i]Not Observable; !automatically controlled and I !separated from general lighting. !❑Not Applicable 1 C405.2.5 ;Automatic lighting controls for exterior,❑Complies [EL25]no°' alighting installed.Controls will be !❑Does Not !daylight controlled,set based on 1 business operation time-of-day,or 1❑Not Observable 1 reduce connected-lighting > 30%. !❑Not Applicable C405.3 Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 Mace. !❑Does Not -]Not Observable ❑Not Applicable Additional Comments/Assumptions:. 1 lHigh Impact(Tier,l) 1 2 1 Medium Impact.(Tier 2) 3 Low Impact(Tier 3) Project Title: ASAD PETROLEUM, QUEENSBURY GAS STATION Report date: 04/12/17 .Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck_ASAD Page 10 of 14 2015 IECC.cck 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: P:\NOLAN.ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck_ASAD Page 11 of 14 2015.IECC.cck Section # Insulation Inspection Complies? Comments/Assumptions + & Re .ID C303.1 ;Roof insulation installed per ;❑Complies [IN3]1 "manufacturer's instructions. Blown or "❑Does Not ;poured loose-fill insulation is installed ;only where the roof slope is<=3 in ;❑Not Observable "12. ;❑Not Applicable C303.1 !Building envelope insulation is labeled ;❑Complies [IN10]2 "with R-value or insulation certificate "❑Does Not providing R-value and other relevant "data. "❑Not Observable" ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ;❑Not Observable ❑Not Applicable C303.2, ;Floor insulation installed per ;❑Complies C402.2.4 manufacturer's instructions. Cavity or 1❑Does Not [IN9]z "structural slab insulation installed in 1 I permanent contact with underside of ;❑Not Observable decking or structural slabs. ;❑Not Applicable. C303.2.1 "Exterior insulation is protected.from ;❑Complies [IN14]2 damage with a protective material. 1❑Does.Not "verification for exposed foundation ; "insulation may need to occur during ;❑Not Observable" "Foundation Inspection. ![]Not Applicable ; C402.2.1 ;Insulation intended to meet the roof ;❑Complies [IN17]3 i insulation requirements cannot be ❑Does Not ,installed on top of a suspended ; 1. ceiling. Mark this requirement ❑Not Observable compliant if insulation is installed ;[]Not Applicable ; jaccordingly. C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. RN611 i 10Does Not. ❑Not Observable; ❑Not Applicable C402.2.5 Floor insulation R-value. "❑Complies ;See the Envelope Assemblies table for values. [IN8]2 ❑Does Not ❑Not Observable; ONot Applicable C402.2.6 ;Radiant panels and associated ;❑Complies [IN18]3 components, designed for heat !❑Does Not " transfer from the panel-surfaces to the occupants or indoor space are ❑Not Observable, ;insulated with a minimum of R-3.5. ;❑Not Applicable C402.4.2. !Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. 2 isystems,verification may need to UDoes Not [IN211 "occur during Framing,Inspection. ; ; ❑Not Observable, ;ONot Applicable ; . C402.5.1. ;All sources of air leakage in the ;❑Complies 1 :building thermal envelope are sealed,.::❑Does Not [IN1]1 "caulked, gasketed,weather stripped ; or wrapped with moisture vapor- "❑Not Observable permeable wrapping material to �❑Not Applicable minimize air leakage. ; Additional Comments/Assumptions: I. High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ASAD PETROLEUM, QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck ASAD Page 12 of 14 2015 IECC.cck Section # Final Inspection Compiles? Comments/Assumptlons ` & Re .ID C303.3, Furnished O&M instructions for ;❑Complies C408.2.5. i systems and equipment to the !❑Does Not 2 building owner or designated [FI,17]3representative. IDNot Observable ;❑Not Applicable C402.5 I'Building envelope contains a ;❑Complies [FI55]1 ;continuous air barrier that has been :❑Does Not tested and deemed to limit air leakage; ❑ <=0.40 cfm/ft2. Not Observable:, i ;❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies [FI37]1 dock cargo doors. T❑Does Not ❑Not Observable ❑Not Applicable C405.4.1 ;Interior installed lamp and fixture' ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 !lighting power is consistent with what ❑Does Not is shown on the approved lighting ; (plans,demonstrating proposed watts IE]Not Observable !are less than or equal to allowed IDNot Applicable ; E watts: C405.5.1 ;Exterior lighting power is consistent. ;❑Complies ;See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved T❑Does Not alighting plans, demonstrating proposed watts are less than or equal []Not Observable Ito allowed watts. ;❑Not Applicable ; C408.2.5. Furnished as-built drawings for ;❑Compliies l 'electric power systems within 90-days I❑Does Not [0.16]3 l,of system acceptance'. :,]Not Observable; ❑Not Applicable C408.3 ;Lighting systems have been tested to ;❑Complies ; [F133]1 ensure proper calibration, adjustment, :❑Does Not :programming,and operation. ; I ,❑Not.Observable,. ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1)' 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION Report date: 04/12/17 Data filename: PANOLAN ENGINEERING JOB FOLDERS\2015 JOBS\Sheikh,Tabassum\Reports\ComCheck ASAD •Page 13 of 14 2015 IECC.cck Project Title: ASAD PETROLEUM,QUEENSBURY GAS STATION- Report date: 04/12/17 Data filename: P:\NOLAN ENGINEERING JOB FOLDERS\2015 JOBS_\Sheikh,Tabassum\Reports\ComCheck_ASAD Page 14 of 14 2015.IECC.cck f . COMcheck Software Version 4.0.6.2 Mechanical Compliance Certificate Project Information 266.3-1-78 CC-000172-2017 Energy code: zols IEcc Asad Petroleum Inc. .- Project Title; ASAD Mini Mart � 985 State Route 149 Location: Glens Falls,.New York Climate zone: sa Comm. New REVISED PLANS Project Type: New Construction Construction Site; - Owner/Agent: Designer/Contractor: 985 State Route 149 Paul Martin Queensbury, NY 12804 Sigma Psl Consulting M/E/P Engineers, PLLC Additional Efficiency Package C 4 Collamer Road FILE C�� Malta, NY paulm@slgmapl.com Reduced interior lighting power,Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List . Quantity System Type&Description 1 HVAC System 1-(Single Zone): Heating:2 each-Central Furnace,Propane,Capacity=80 kBtu/h No minimum efficiency requirement applies Cooling:2 each-Split System,Capacity=48 kBtu/h,Air-Cooled Condenser,Unknown Economizer N,�$O� �p Proposed Efficiency=16.00 SEER,Required Efficiency: 13.00 SEER ay'� Fan System: Unspecified 1 HVAC.System 2(Single Zone): Heating;1 each-Central Furnace,Propane,Capacity=60 kBtu/h No minimum efficiency requirement applies 0644�0 Cooling:1 each-Split System,Capacity=36 kBtu/h,Air-Cooled Condenser,Unknown Economizer Proposed Efficiency=16.00 SEER,Required Efficiency: 13.00 SEER AStO� Fan System: Unspecified 1 HVAC System 3(Single Zone): Cooling:1 each,-Split System,Capacity=30 kBtu/h,Air-Cooled Condenser,Unknown Economizer Proposed Efficiency=19.30 SEER,Required Efficiency: 18.00 SEER Fan System: Unspecified Mechanical 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 2015 IECC requirements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Paul Martin _ 7/26/T7 Name-Title Signature __- ri - a e FlAUJIL 2 7 2017 I iOvAJ j OF QIUEENSC-U y Project Title: ASAD Mini Mart I--- "" "�"" Report date: 07/27/17 Data filename: C:\SigmaPsi\17131-ASAD-gas-queensbury\17131-comcheck.cck Page 1 of 10 COMcheck-Software Version 4.0.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software . Text in the "Comments/Assumptions" column is provided by the user.in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a.reference to that table is provided. Section # Plan Review Complies? Co'I ments/Assumptions be Req.ID � C103.2 I Plans;specifications, and/or ;❑Complies ; [PR2)1 !calculations provide all Information ❑Does Not Iwith'which compliance can be !determined for,the mechanical []Not Observable, systems and equipment and ;❑Not Applicable ; ;document where exceptions to the !standard are claimed, Load ; calculations per acceptable ;engineering standards and ;handbooks. ; C406 :Plans,specifications,and/or ;❑Complies ; [PR9)1 . !calculations provide all Information ❑Does Not !with which compliance can be . ;determined for the additional energy ;❑Not.Observable lefflclency package options, ;❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: ASAD Mini Mart Report date:.07/27/17 Data filename: C:\SigmaPsi\17131-ASAD-gas-queensbury\17131-comcheck.cck Page 2 of 10 s Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C403.2.4. Snow/ice melting system-sensors for ;E]Complies 5, future connection to controls. Freeze 1E]Does Not L034 .4. protection systems have automatic controls installed. UNot Observable UNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MAD Mini Mart Report date: 07/27/17 Data filename: C:\SigmaPsi\17131-ASAD-gas-queensbury\17131-comcheck.cck Page 3 of 10 Section w # Plumbing Rough-in Inspection Complies? Comments/Assumptions & Req.ID C4b4,5 Heated water supply piping conforms' ;❑Complies CA" 5 1, to pipe length and volume UDoes Not C404 5c2 requirements.Refer to section details. ;❑Not Observable [k6j 3," ' ;ONot Applicable - !G/. 004 5, Heated water supply piping conforms ;❑Complies ; C404 5,1, to pipe length and volume. 11ID6es Not C404 5,2., requirements,Refer to section details. ❑Not Observable [PL6)3 t ❑Not'Applicable_ ; C404 5, Heated water supply piping conforms ;❑Complies C404 5,1, to pipe-length and volume 1❑Does Not 1 C4Q4 requirements.Refer to`section details, 1 1 [ L6]3 ;❑Not Observable; ,E ; Not Applicable CgQ4 6 3•. Pumps that-circulate..water between a ;❑Complies [PL7j heater and storage tank have controls UDoes Not 1 'f that limit operation from startupto <= 5 minutes after end of heating ;❑Not Observable 1 ❑Not Applicable ; cycle. . C404 6,3' Pumps that circulate water between a ;❑Complies ; lPRj3 heater and storage tank have controls 1❑Does Not that limit operation from startup to 1❑Not Observable; 5 minutes after end of heating ; cycle... 1❑Not Applicable ; C404 6.3 `Pumps that circulate water between a ;❑Complies ; heater and storage tank have controls 1❑Does Not 1 H that limit operation-from startup to <=5 minutes after end of heating ;❑Not Observable cycle. ;❑Not Applicable I C,404 7 Water distribution system that pumps ;❑Complies [PL8j� water from a heated-water supply . UDoes Not P pipe back to the heated-water source - y through a cold-water supply pipe is a ;❑Not Observable; f demand recirculation watersystem. ;❑NotAppllcable Pumps within this.system have 1 controls that start the pump upon receiving a signal from the action of a 1 user of a fixture or appliance and. 1 1 `0/ limits the temperature of the water #'v entering the cold-water piping to e 104 F. C04 T Water distribution system that pumps ;❑Complies [Pi.8j3 water from a heated-water supply 1❑Does Not 4aa' pipe_back to the heated-water source' ;❑NotObser4able through a cold water supply'pipe is a , �r z demand recirculation water system, ;❑Not Applicable.; Pumps within this system have controls that start the pump upon r receiving.a signal from.the action of a I I user of.a fixture or appliance and limits the temperature of the water. entering the cold-water piping to 1 1 104°F. 1 High Impact(Tier 1) 2 Medium Impact(Tier2)7717TTow Impact(Tier 3) Project Title: ASAD Mini Mart Report date: 07/27/17 Data filename: C:\SigmaPsi\17131-ASAD-gas-queensbury\17131-comcheck.cck Page 4 of 10 Section # Plumbing Rough-in,Inspection Complies? Comments/Assumptions & Req.ID C404J Water distribution system that pumps ;OComplies ; [PL8]3 water from a heated=water supply :E]Does Not pipe back to the heated-water source i through a_cold-water supply pipe is a ;ONot.Observable; demand recirculation water system. ;[]Not Applicable Pumps within this system have � controls that start the pump upon receiving a signal from the action of a i user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to I 104 F. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ASAD Mini Mart Report date: 07/27/17 Data filename: C:\SigmaPsi\17131-ASAD-gas-queensbury\17131-comcheck.cck Page 5 of 10 L f • 'Section # Mechanical Rough-In Inspection Complies? Co I ments/Assumptions & Req.ID A C4032.6 Kitchen exhaust systems comply with ;❑Complies [INE1161, replacement air and.conditioned ❑Does Not ;�z f supply air limitations,and satisfy.hood rating requirements and maximum UNot Observable; exhaust rate criteria, ; Not Applicable C403.2.9 HVAC ducts and plenums insulated. ;❑Complies [ME60]2 i Where ducts or plenums-are installed. 1❑Does Not in or under a slab,verification may UNot Observable need.to occur during Foundation, Inspection. ;❑Not'Applicable ; C403,2.9 S Ducts and.plenums sealed based on ;❑Complies ; [ME10]z static pressure and location. ;❑Does Not - f ;❑Not Observable;: . ❑Not Applicable C46 2 9" Ductwork operating >3.in.water ;❑Complies 13" , column requires air leakage testing. UDoes.Not [+11113 ❑NotObservable UNot Applicable . C4 2 9, Ductwork operating >3 In.'water ;❑Complies 03 1 column.requlres air leakage testing: Does Not ; ❑Not Observable;. r UNotApplicable l C403 9 SDuctwork.operating:>3 In,water- ![]Complies . 1;1" column requires air leakage_testing. i❑Does Not [M 11J3 -❑Not Observable :[]Not Applicable I . . ,C403 4 4 '$Multiple zone VAV systems with DDC ;❑Complies ;See the Meehanical Systems list for values. 6° of individual zone boxes.have static ❑Does Not [(►`E11gJ3,; pressure setpoint reset.controls. ;❑Not Observable; . UNot Applicable C403.4.4, ;Multiple zone VAV systems with DDC ;❑Complies ;See the Mechanical Systems list for values. Cikr„ ;r )of Individual zone boxes have static l❑Does Not [ME110P' pressure setpoint.reset controls. Not Observable UNot Applicable C40 ,4.4 Multiple zone VAV systems with DDC ;❑Complies ;See the.Mechan►cal Systems list for values, of individual zone boxes have static :❑Does Not [ME110]3 pressure setpointreset controls.. :❑Not Observable ❑Not Applicable C4"08 2.2'jAir outlets and zone terminal devices ;❑Complies have means for air balancing. 113Does Not -- - [ME53j . " ;❑Not Observabie; j�i�Y , ;UNot Applicable'.! Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title: ASAD Mini Mart Report date: 07/27/17 Data filename: C:\SigmaPsi\17131-ASAD-gas-queensbury\17131-comcheck.cck Page 7 of 10 Section # Final Inspection Complies? Co in ments/Assumptions & Req.ID 33, Furnished 0&M manuals for HVAC :[]Complies G408 2S systems'within 90 days of system :[]Does Not acceptance. ❑NofDbservable; [ 18] :E]Not Applicable H .403 2.2 HVAC systems and equipment ;❑Complies capacity does not exceed calculated :❑Does Not loads. a ;❑Not Observable ;❑Not Applicable C403 2 4, Heating and tooling to each zone is ;❑Complies ; 1"'; controlled by a,therhiostat control. :❑Does Not I F47]3 Minimum one humidity control device []Not Observable; . ��% ' ;• per installed ; . humidification/dehu' mId If!catlon ;❑Not Applicable syster is ,. - C4"03 2 4; Heating and cooling to.each zone is ;❑Complies "controlled_ by a thermostat control. UDoes Not [�147]3 Minimum one humidity control device ❑Not:Observable; 4 per installed i❑Not Applicable humidification/de hurriidification system i. . , , 03 2 4, Heating and cooling.to,each zone is. . _ ❑Compiles controlled .by a thermostat control.'. ❑Does Not 1,0471 Minimum one humidity control device. per Installed ;EINot Observable; gd, humidification/dehumidification ;❑Not Applicable system. G403 2 4` Thermostatic controls have a 5 °F ;❑Complies 1!2k y deadband. ❑Does Not �FI36]s ;❑Not Observable i ,g . . ;❑Not Applicable C403:2.4. iTemperature controls have setpoint ;❑Complies ; overlap restrictions, ;❑Does Not [F120]3 ;❑Not Observable s ❑Not Applicable C403 2 4. ;Each zone equipped with setback ;[ Complies ; Z'd F ,,controls using automatic time clock or ic]Does Not [FQ39]* programmable control system. ❑Not Observable; ;[:]Not Applicable C403.T,4, Automatic Controls; Setback to.55°F ;❑Complies ; '1, (heat)and 85°F(cool); 7-day clock,2- i❑Does,Not C4'03 2.4. hour occupant override, 10-hour- P ;❑Not Observable 2;2 ,, backup i❑Not Applicable. [Fi40]3 C408.2.1 ;Commissioning plan developed by "'Comp ; [FI2811 registered design professional or ❑Does Not approved.agency. ;❑Not Observable ❑Not Applicable C408.2,3. ;HVAC equipment has been tested to ;❑Complies ; 1 - !ensure proper operation.' ;❑Does Not [1:I31]1 i ;❑Not Observable; ❑Not Applicable C408.2.3. i HVAC control systemshave been ;,[]Complies ; 2 itested to ensure proper operation, 1❑Does Not [FI10]1 icalibration.and adjustment of controls.; ❑Not Observable, ❑Not Applicable -11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ASAD Mini Mart Report date: 07/21/17 Data filename: C:\SigmaPsi\17131-ASAD-gas-queensbury\17131-comcheck.cck Page 8 of 10 Section l # Final Inspection Complies? Comments/Assumptions & Req.ID C408,2.4 ;Preliminary commissioning report :[]Complies (FI2911 icompleted and certified by registered :[]Does- Not design professional or approved ;agency. ❑Not Observable;., ![]Not Applicable G408 2.5:.;Furnished HVAC as-built drawings ;❑Complies ; submitted within 90.days of system 111Does Not• ;- Ji7] eacceptance, ;❑Not Observable; y�..' 10Not Applicable- C408.2.5. iAn air and/or hydronic system ;❑Complies . 3 1 balancing report Is provided for HVAC UDoes Not [F14311 +systems: ;❑Not.Observable; . ._ ; Not Applicable C408.2.5: i Final commissioning report due to ;[ Complies . 4 lbuilding owner.withln-90 days of :13Does Not [F13011. ;recelpt of certificate of.occupancy. . ;❑Not Observable ❑Not Applicable. - Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2). 3. Low impact(Tier 3) Project Title: ASAD Mini Mart Report date:. 07/27/17 Data filename: C:\SigmaPsi\17131-ASAD-gas-queensbury\17131-comcheck.cck Page 9 of, 10 17131-ASAD PETROLEUM Page 1 of 9 - r. Project Information Project Name: 17131-ASAD PETROLEUM Project Location: GLENS FALLS,NY Heating Safety Factor(Room): 0% Default Heating Temperature: 70°F Heating Safety Factor(Ventilation): 0% Default Cooling Temperature: 750 F Cooling Safety Factor(Room): 0% Cooling Safety Factor(Ventilation): 0% Default Relative Humidity: 50% Floor Slab Heat Loss Coefficient: 0.54 Calculation Date: July 27,2017,10:19 a.m. Design Conditions OSA Low: -4°F Latitude: 1400 N OSA Daily Range: 22°F Elevation: 326' OSA High Dry Bulb JOSA High Wet Bulb July 910 F _ 76°F 266.3-1-78 CC-000172-2017 Asad Petroleum Inc. 985 State Route 149 Comm. New REVISED PLANS E JUL 27 201r file://spcserver/spc_server_data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa... 7/27/2017 1.7131-ASAD PETROLEUM Page 2 of 9 Supply Air Requirements Cooling Heating Current Required Location Supply Supply Supply Sensible Supply OSA OSA HeatingLoad Supply OSA OSA -Peak Load /° . ° Temperature ° CFM CFM Temperature (btuh) CFM CFM /o Difference (btuh) CFM CFM Zone Default 01 0 Excluded from cooling Excluded from heating Zone MAIN 0 3,310 July 1:00 55°.F 72,000 3,310 595 18% 20°F dT 42,000 2,060 605 29% P.M - Room CASHIER 0 434 July a.m. 9,460 . 434 38 9% 7;830 367 38 10% Room DD BACKROOM 0 85 July 7'm0 1,860 .-85 . 20 24% 1,680' .79. 20'25% P• . Room DD 6.00 SERVICE 0 388 July 8,4.50 388 78 20%0 5,050 237 78 33% AREA p.m. :. Room DELI 0 .114 July 8:00 3,800 174 39 22% 1;450 68 39 57% p.m. Room FOOD 0 " 548 July 2:mo 11,900 548. 81 15% 8,940 '419 81 19% P•. VENDOR Room 1:00 MAIN 0 382 July 5,260 241 11 5% 8,150 382 11 3% ENTRANCE P'm' Room OFFICE 0 102 July 12:00 1,680 77 8 10% 2,170 102 8 8% p.m. Room RESTROOM 0. 57 Excluded from cooling 1,220 57 01. 0% 1 Room . RESTROOM 0 0 Excluded from cooling 0 0 0 0% 2- Room RESTROOM 0 0 Excluded from cooling 0 0 0 0% 3 Room 3:00 RETAIL 0 1,480 July 32,200 1,480 320 22% 4,840 320 320 100% AREA P.M. Room UTILITY 0 33 Excluded from cooling 701 33. 10 30% STORAGE fi1eJ/spcserver/spc_server data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa... 7/27/2017 17131-ASAD PETROLEUM Page 3 of 9 : Ventilation"Schedule Ventilation Area Ventilation $apply Ventilation Location Room Type people Requirements (ftZ) . CFM CFM Zone Default_. 01 . . 0 0 01 0% Zone MAIN 4,970 48.1 595 3,290 18% Showroom- 7.5 CFM/person . ° Room CASHIER Retail 0.06 CFM/ftZ 273 2.7 38 434 9/o _ Room DD BACKROOM Storage 0.06 CFM/ftZ 319 1.6 _ 20 85 24% Room DD SERVICE Showroom- 7.5 CFM/person . 572 5.7 78 ' 388 20% AREA Retail 0.06 CFM/ft Room DELI Showroom- 7.5 CFM/person 282 2.8 39 174 22% Retail. 0.06 CFM/ft Room FUTURE FOOD Showroom- 7.5 CFM/person 589 5.9 81 548 15% VENDOR Retail 0:06 CFM/ft Room MAIN ENTRANCE Lobby-Main 7.5 CFM/person 48.3 1 11 382 3% Entry 0.06 CFM/ftZ Room OFFICE Office 7.5 CFM/person . 120 1 8 102 8% Room RESTROOM I . Restrooms 0 CFM/ftZ 126 1 0 52 0% Room RESTROOM 2. Restrooms 0 CFM/ftZ 57.8 1 0 ." 0 0% Room RESTROOM 3 Restrooms 0 CFM/if 57.8 . 1 0 0 .0% :Room RETAIL AREA Showroom- 7.5 CFM/person 2,360 23.6 320, 1,480 -.22% . Retail 0.06 CFM/f1Z Room UTILITY Storage 0.06 CFM/fh . . 159 0:8 10 33 30% STORAGE file://spcserver/spc_server_data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa... 7/27/2017 1.7131-ASAD.PETROLEUM Page 4 of 9 Cooling Load. Details System (I3tu/h/%Total) (See'Tooling Load Details-Room"for lighting,equipment,and people loads) Location Peak Roof Wall Glass Ventilation Infiltration Sensible. Latent Sensible Latent . Zone Default I Excluded from cooling - Zone MAIN IJuly, 3:00 p.m. 101 0%1 3,Mp 3%1 B,1901 12%1. 10,200 %119,400T 17%J, 01 0% 0" 0% file://spcserver/spc_server data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa..:, 7/27/2017 1.7131-ASAD-PETROLEUM Page.5 of 9 Cooling Load Details -' Room (Btu/h/%of Total) Location Peak Roo Wall Glass Lighting Equipment, People Infiltration Sensible •ILatentl Sensible I Latent ISensible Latent Zone Default Excluded from cooling Zone MAIN July 1:000 0%3,190 4%14,100 17%15,200 18%28,400 34% 0 0%11,100 13%10,900 13% 01, 0% 0 00YO HI p.m. Room CASER July a.m. 0 0% 470 5% 5,500 54% 933 9% 1,870 18% 0 0% 683 7% 683 7% 0 0% 0 0% Room DD July 7'00 0 0% 812 37% 0 0% 653 30% 0 0% 0 0% 399 18% 319 15% 0 0% 0 6% BACKROOM P.M. Room DD 6:00 — SERVICE July 0 0% .666 7% 500 5% 1,950 20% 31900 40% 0 -0% 1,430 14% 1,430 14% 0 0% 0 0% AREA p.m. Room DELI July 8." 6 0% 214 5% 0 0% 961 21% 1,926 43% 6 0/4 704 16% 704 16% 0 0% 6 0% p.m. Room 2.00 FUTURE FOOD July 0 0% .351 3% 4,070 30% 2,010 15% 4,020 30% 0 0% 1,470 11% 1,470 11% 0 ,0% 0 0% VENDOR p.m.. . . Room MAIN July 1:00 6 0% 601 11% 41010 73% 247 5% 16.5 3% 0 A% 241 4% 193 4% 0 0% 0 0%0 ENTRANCE P.M. 12:00 Room OFFICE July 0 0% 607 32% 0 0% 409 22% 409 22% 0 0% 250 13% 200 I t%.0 p.m. Room RESTROOM 1 Excluded from cooling Room RESTROOM 2 Excluded from cooling . Room Excluded from cooling RESTROOM 3 Room RETAIL AREA. July p.m 0 0% 446 1% 1,670 4% 8,066 21%16,100 42%.0 0% 5,910 15% 5,910 15% 0 0% 0 0% .Room UTILITY Excluded from cooling . STORAGE file://spcserver/spc_serv.er_data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa... 7/27/2017 171.31-ASAD PETROLEUM Page 6 of 9 Load Total.Summary System (Includes Ventilation and Plenum Loads) Cooling, Heating Location Area btuh Tons ft2/ CFM/ CFM/ CFM/ CFM Peak 2 CFM btuh W Z Total Sensible Latent Total Sensible Latent ton ton ft II ft Zone Default Excluded from cooling i Excluded from heating Zone 4;970 3:00 MAIN 70 3,310 July m 112,000 812800 30,300 9.3 . 6.8 2.5 489 354 0.72I2,060 89,800 26.3� 0.42 ft2P• file://spcserver/spc_server_data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa... 7/27/2017 1713.1-ASAD.PETROLEUM Page 7 of 9 Load Total Summary -:Room (Excludes Ventilation and Plenum Loads)" Cooling Heating Location Area btuh .. Tons ft2/ CFM/CFM/ CFM/ CFM Peak Total Sensible Latent Total Sensible Latent ton ton ftZ CFM btuh kW ft2 Zone Default Excluded from cooling - Excluded from heating Zone MAIN 4970 3,310 July p.m. 82,900 .72,000 10,900. 6.9 .- 6 0.9 661 479 0.72 2;060 42,00012.3 0.42 Room 273 434 July 9*00 10,100 9,460 683 0.8 0.8 0.1 '323 514 1.59 367 7,830 2.3 1.34 CASHIER ft a.m. Room DD 319 85 July 7.00 21-180 1,860 319 0.2 0.2 0 1;750 467 0.27 79 1,680 0.5 0.25 BACKROOM ft p.m.. Room DD 57 SERVICE fr2z 388 July P:mO 9,880 8,450 1,430 0.8 0.7 0.1 695 _ 471 0.68 237 5,050. 1.5 0.41 AREA Room DELI 2822 174 July P:M. 4,510 3,800 704 0.4 0.3 0.1 -750 463 0.62 68 1,450 0.4 0.24 Room FUTURE 589 2:00 FOOD ftz 548 July p.in 13,400 11,900 1,470, . 1.1 - 1 0:1 527 491 0.93 419. 8,940 2.6 0.71 VENDOR Room 1:00 MAIN - 48 ft 241 July p.m. 5,450 5,260 193 0.5 0.4 0 106 530 4.99 382 8,150 2.4 7.91 ENTRANCE Room 120 77 July.12:00 1,880 1,680 200 6.2 0.1 6 768 493 0.64 102 2,170 0.6 0.85 OFFICE 1p.m. Room RESTROOM 1 26 Excluded from cooling 57 1,220 0.4 1 . Room RESTROOM 58 ft Excluded from cooling - 0 0 0 . , 2 Room RESTROOM 58 ft Excluded from cooling 0 0. 0 3 Room RETAIL 2'.3fe 1,480 July p:m0 38,100 32,200 5,910 3.2 2.7 0.5 744 466LO.63 320 4,840 1.4 0.14 AREA Room UTILITY 159 Excluded from cooling . 33 701 0.2 . STORAGE file://spcserver/spc_server_data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa... 7/27/2017 17131-ASAD PETROLEUM Page 8 of 9 Psychometrics - Zone Default Calculation Month: litily ICalculation Hour: 14:00 p.m. Air Conditions. Loads(Btu/h) Airflow Dry Bulb Wet Bulb Humidity Ratio (CFM) Temperature Temperature (lbs of moisture/ Total Sensible Latent lb of dry air) Outside Air 0 91O F 76.070 F 0.016201 0 0 0 Return Air at Diffusers 0 0°F 0°F 0.00000 Return Duct Leakage (00/0)0 Return Duct Temperature Gain +00 F 0 0 0 Return Air at Aparatus 0 0°F 0°F 0.00000 Mixed Air 0 0°F 0°F 0.00000 Coil Dew Point 0 32.340 F 32.340 F 0.00000 Coil Bypass Air (15%)0 0°F 0°F 0.00000 . Coil Leaving Air 0 0°F 0°F 0.00000 System Load 0 0 0 Reheat +550 F Humidification 0 Fan(Draw Through,2 HP) +00 F 0 0 0 Motor(In Airstream,70%Efficient) +00 F 0 0 0 Supply Duct Leakage (00/0)0 Supply Duct Temperature Gain +00 F 0 0 0 Supply Air at Diffusers 0 550T 35.230 F. ' 0.00000 Room Load. 0.00000 0 0 0 Final Room Conditions 0°F 0°F 0.00000 file:Hspcserver/spc_server_data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa... 7/27/2017 17131-ASAD PETROLEUM Page 9 of 9 . Psychrometrics - Zone MAIN Calculation Month: (July (Calculation Hour: 14:00 p.m. Air Conditions Loads(Btu/h) Airflow Humidity Ratio CF Dry Bulb Wet Bulb ( Temperature Temperature (Ibs of moisture/ Total Sensible Latent lb of dry air) Outside Air 595 910 F 76.070 F 0.01620 29,500 10,200.19,400 Return Air at Diffusers 2;710 750 F 62.40 F 0.00939 Return Duct Leakage (00/.)0 Return Duct Temperature Gain +00 F 0 0 0 Return Air at Aparatus 21710 750 F 62.4°F 0.00939 Mixed Air 3,310 77.88°F 65.10 F1 0.01061 Coil Dew Point 2,810 48.540 F 48.540 F1 0.00734 Coil Bypass Air (15%)496 77.88°F 65.10 F 0.01061 Coil Leaving Air 3,310 52.940 F 51.280 F 0.007831 System Load 111,000 .80,600 30,300 Reheat +0°F Humidification 0.00087 Fan(Draw Through,2 HP)- +1.44°F 5,090 5,090 0 Motor(In Airstream,70%Efficient) +0.62°F 2,180 2,180 0 Supply Duct Leakage (00/0)0 Supply Duct Temperature Gain +00 F 0 0 0 Supply Air at Diffusers 3,310 550.F 53.710 F 0.00870 Room Load 0.00069 82,900 72,000 10,900 Final Room Conditions 750 F 62.40 F 0.009391 I file://spcserver/spc_server_data g/Sigma_Psi/17131-ASAD-gas-queensbury/dm_hvac-loa:.. 7/27/2017 266.3-1-78 CC-000172-2017 Asad Petroleum Inc. 985 State Route 149 Comm. New REVISED PLANS Monday,July 24, 2017 Quote#: 3088833 Dunkin Donuts -Queensbury To: From: Ship-To: Perry Hosmer CaptiveAire Systems BUDGETARY 349 w Commercial St. QUOTE Suite#2970 QUEENSBURY, NY 12804 East Rochester, NY 14445 Local: (585) 348-9118 Toll Free: (800)774-3417 Fax: (919)227-5927 reg54cftaptiveaire.com CaptiveAire Systems proposes to furnish the following equipment. Production of listed items will commence upon receipt of an approved proposal,a purchase order,an approved submittal,and approved credit. EQUIPMENT Exhaust Hood#1 -EF-1 3624VHB-G-REM-PSP-F-5ft 0" Long Condensate Hood,w/Full Perimeter Gutter and x1 Removable Baffles,with front perforated supply plenum -304 SS-100%Application x1 -EXHAUST RISER- Factory installed 8"Diameter X 4" Height x1 -SUPPLY RISER-6"x 16"Supply Riser with Volume Dampers x2 Exhaust Hood#1 Total Price: $1,295.82 . Exhaust Hood#2-EF-2 4824VHB-G-REM-PSP-F-5ft 0" Long Condensate Hood,w/Full Perimeter Gutter and x1 Removable Baffles,with front perforated supply plenum -304 SS-100%Application x1 -EXHAUST RISER- Factory installed 8"Diameter X 4" Height x1 -SUPPLY RISER �t i" �u p mj&i� r� i h Vol m ampers x2 c_ � Exhaust Hood#2 Total Price: $1,337.58 f JUL 2 7 2017 BUILDING,tC CODES Page 1 of 5 Mgnday,July 24,2017 Quote#:3088833 Dunkin Donuts-Queensbury Fan#1 SIF1IBID-Exhaust Fan(EF-1) SIF11 BD Belt Drive Square Inline Fan with 11.75"Centrifugal Wheel x1 Exhaust Fan handles 500'CFM @-0.750"we ESP, Fan runs at 1412 RPM. Exhaust Motor:0.500 HP, 1 Ohs, 115 V,60Hz, 7.7 FLA, ODP(Open Drip Proof) SIF11 with-straight.discharge. Square Duct Connection. x1 -SIF11 =Square Duct Inlet Connection. x1 -SIF-Horizontal Overhead Pre-Installed Mounts(Used on sizes 11-36). x1 -Gravity Back Draft Damper with flange, damper is.15"sq.;2"deep,O.D.of flange is x1 17"sq. Hanging Vibration Isolators for Square Inline Fans. Contains four HSA125 Hanging x1. Isolators. Exhaust Fan#1 Total Price: $876.53 Fan#2 SIF11 BD-Exhaust Fan(EF-2) SIF11BD Belt Drive Square.lnline'Fan with 11.75"Centrifugal Wheel. x1 `Exhaust Fan handles 500 CFM-@-0.750"we ESP, Fan runs'at'1412 RPM. Exhaust Motor:0.500 HP, 1.Phs, 115 V,60Hz,7.7 FLA., ODP(Open Drip Proof) -SIF11 with straight discharge. Square Duct Connection. x1 -SIF11 -Square Duct Inlet Connection. x1- SIF-Horizontal Overhead Pre-Installed Mounts(Used on sizes 11-36). x1 -Gravity Back Draft Damper- with flange, damper is 15"sq.,2"deep,O.D.of flange is x1 17"sq. —Hanging Vibration Isolators for Square Inline Fans. Contains four HSA125 Hanging x1 Isolators. Exhaust Fan#2 Total Price: $876.53 , Fan#3 D76—Heated Make Up Air Unit(HMAU-1) D76 Low CFM Direct Fired Heater. Belt Drive. x1 Supply Fan handles 900 CFM @ 0.500"we ESP, Fan runs at 1544 RPM. Heater supplies 76788 BTUs.79°F Temperature Rise. [Fuel: Natural Gas] Supply Motor:0.750 HP, 1 Phase, 115 V,60Hz,6.8 FLA,ODP(Open Drip Proof) Side Discharge-Air Flow Right->Left -Screen Intake Hood with EZ Filter. x1 -RTC Solutions• 40-90°F Discharge Temp Control x1 -Gas Manifold for Commercial GM-BTU 0-241291 -7 in.w.c.- 14 in.w.c., No x1 Insurance Requirement(ANSI), BV250-44 -High Profile Lid Option for D76. Required with belt drive,single phase motors. x1 -Gas Pressure Gauge, 0-35",2.5" Diameter, 1/4"Thread Size x1 -Gas Pressure Gauge,-5 to+15 Inches Wc.,2.5"Diameter, 1/4"Thread Size x1 -Motorized Back Draft Damper 13"X 17"for D76 Compact.Direct Fired Heaters x1 w/Extended Shaft,Standard Galvanized Construction,3/4"Rear Flange,TF120S Actuator Included -HMAU-1 Curb CRB19.5X52X201NS Insulated On Fan#3 Flat Curb x1 HMAU Total Price: $3,014.76 Page 2 of 5 Menday,July 24,2017 Quote M 3088833 Dunkin Donuts-Queensbury Electrical Control Package-ECP-1 SC-12101002 120V 1 Phase w/control for 2 Exhaust Fans, 1 Supply Fan, Exhaust on in x1 Fire - 14x18 Stainless Steel Box. Includes latch and backplate x1 -CAT-5E CABLE-50 Foot. x1 ECP-1 Total Price: $749.90 Subtotal: $8,151.12 Estimated Shipping: $637.19 Tax(Add If Not Tax-Exempt In Ship-To State): NOT INCLUDED Total: USD$8,788.31 Page 3 of 5 i M2nday,July 24,2017 Quote.#:3088833 Dunkin Donuts-Queensbury INSTALLATION BY OTHERS By Others: Installation, ductwork, patching, all electrical field wiring,start-up&balance, gas or electric shutdown for fire system hook-up,fire system hook-up,fire system chemical agent, NO2 cartridge,field piping,detection and pull station line(s),tests and permits. Note: Customer is responsible for additional labor charges as a result of cooking equipment layout changes after the release of the order, union labor or prevailing wage charges, or additional trips by fire system distributor caused by jobsite delays, permits,fees or test required by local authority. Submittal•will specify applicable testing and approval agencies..The fire suppression.system final hook up is not included on this quote. The final hook. up usually consists of, but is not limited to,the chemical agent, NO2 cartridge,field piping/re-piping, detection and.pull station line(s),tests,and permits..Hook up for the fire system must be performed by,an Authorized Distributor. If not installed by an Authorized Distributor,then the warranty on this product will be voided. CaptiveAire Systems requirement for all field hookups: All fire system detection conduit must behalf inch EMT. All conduit fittings must be compression.type and fully tightened. All conduit ends must be reared and deburred and blown clear of debris prior to assembly. All conduit must be fully and robustly supported to avoid . accidental fire system discharge. CaptiveAire Systems product must be installed in accordance with installation instructions provided with equipment or.available on our web site at www.captiveaire.com. Ductwork must be designed and installed'in accordance with AMCA and ASHRAE standards as presented in CaptiveAire Systems"Guide to Designing Air Flow Systems",available at: http://www.captiveaire.com/MANUALS/AI RSYSTEMDESIGN/DESIGNAIRSYSTEMS.HTM SHIPPING Freight includes one shipment only,delivered to the job site address listed on this proposal. Customer is responsible for freight charges on any items shipped early.This is an estimated freight charge and is subject to change based on current freight costs when the job is released for production. APPROVAL The above prices,specifications,and conditions are satisfactory and are hereby accepted. You are authorized to perform the work specified. Receipt of the CaptiveAire.Systems Terms&Conditions are hereby acknowledged (Form TC101),and by signature hereto,we,agree to said Terms&Conditions. Payment will be made in accordance with authorized agreement. Please note,proposal may be withdrawn by CaptiveAire Systems if not accepted within 30 days. Authorized Signature Date Signature Date We accept MasterCard®,VISA®,American Express®,and Discover®cards for immediate credit approval and expedited order processing. 71V�ZSSA A"I MOT DISO6Y� Page 4 of 5 Monday,July 24,2017 Quote#:3088833 Dunkin Donuts-Queensbury TERMS&CONDITIONS Acceptance:This proposal is submitted for acceptance within 30 days from the date of proposal.Prices are firm after acceptance provided the Buyer releases the order for production within 90 days of placement-see paragraph"prices." Typographical and clerical errors in quotations,orders and acknowledgments are subject to correction. Terms of Payment:Net thirty-(30)days from date of our invoice,unless specified to the contrary and subject to the approval of the Company.A Service Charge of 1'%%per month may be invoked and applied after the 30-day period until payment is received. Invoicing will be rendered when shipment has been made,unless otherwise indicated in quotation.The stated price is subject to any state,federal or local government regulatory ordinances or statutes governing interest rates and shall be construed and interpreted to allow the highest rate applicable and not more.In the event of a conflict between this rate and other law,the law shall prevail.In the event Captive-Aire Systems employs an attorney to enforce its rights and remedies under this agreement and/or to collect funds owing pursuant to this agreement,buyer agrees to pay a reasonable attorney's fee for Captive- Aire Systems attorney,plus all other reasonable expenses incurred by Captive-Aire Systems in enforcing its rights under this agreement. Taxes:Unless specifically stated,we include no taxes of any kind in the sale price.Any taxes,if applicable and imposed by any present or future local, state or federal agency for any reason must be paid by the Buyer. Shipments: All shipments are f.o.b.Factory or,if shipped from another location,f.o.b.,point of shipment with charges either allowed,added to invoice,or collect as noted. Claims:The responsibility of the company ceases upon delivery of material in good order to the carrier.As all goods are shipped at buyers risk any claims for damage or shortage or loss-in-transit must be filed by the buyer against the transportation company,(We will assist the Buyer in any reasonable way possible in the filing and collection for any claim for damages and/or losses while in transit.)Claims against factory shortages will not be considered unless made within 60 days after receipt of the goods.Acceptance or Approval: Should the equipment on this proposal be purchased subject to acceptance or approval of another(such as Architect,Engineer.Owner,etc.),Captive-Aire Systems shall not be liable in any way should acceptance or approval not be granted.We cannot guarantee to meet or equal specifications written on behalf of another equipment manufacturer. Warranties: Captive-Aire Systems extends to buyer the manufacturers warranty(a copy of which is available upon request).- Manufacturers warranty is in lieu of any warranties contained in any applicable project conditions,plans,or specifications unless specifically stated otherwise.Captive-Aire Systems makes no other warranties,express or implied,as to any matter whatsoever,including without limitation,the conditions of the equipment,its merchantability or fitness for a particular purpose.Captive-Aire Systems shall not be liable for any damages by reason of failure of the equipment to operate or a faulty operation of this equipment. Captive-Aire Systems shall not be held responsible for any direct, incidental or consequential damages or liquidated damages or losses(including but not limited to loss of use,income,profit or production,or spoilage or increased cost of operation)resulting from the installation,operation or use of the equipment. Limitation of Remedy: Captive-Aire Systems shall have no liability for any damage caused by negligence,accident,misuse,improper storage, improper installation,improper service,maintenance or operation.Captive-Aire Systems liability(whether under theories of warranty,negligence,strict liability or contract)is limited solely to repair or replacement of the equipment or its parts by Captive-Aire Systems or its duly authorized representative, or at Captive-Aire Systems option and in its sole discretion,refund of the purchase price,and the foregoing shall be the sole and exclusive remedy against Captive-Aire Systems. In no event shall Captive-Aire Systems liability with respect to the goods or their non-delivery exceed the purchase price paid by Buyer to Captive-Aire Systems.Buyer shall have no right to consequential or incidental damages or to any remedy not hereinbefore described.Any claim by Buyer against Captive-Aire Systems with respect to the goods is deemed waived by Buyer unless submitted to Captive-Aire Systems in writing within ten(10)days of the date Buyer discovered or by reasonable inspection should have discovered,the basis for such claim. Claims Resolution: All claims and disputes between Buyer and Captive-Aire Systems arising out of or relating to performance of any agreement or breach thereof involving this project shall be decided by binding arbitration in accordance with the construction Industry Arbitration rules of the American Arbitration Association(AAA)then existing.Notice of Demand for Arbitration shall be filed in writing by either party to this agreement with the other and.with the regional office of the AAA in Charlotte,North Carolina.The procedural and substantive law of the State of North Carolina shall apply in and to all such arbitration proceedings and Raleigh,North Carolina shall be designated as the locale for any such proceedings.Both parties will have the right to conduct discovery in accordance with the Federal Rules of Civil.Procedure and within reasonable time limitations to be imposed by the AAA or the arbitrators.Any award arising from such proceedings shall be final and binding upon the parties and enforceable in accordance with the Federal Arbitration Act. Delays:Seller shall not be liable for failures or delays in making delivery hereunder when such failure or delay results from an act of God or the public enemy accident,explosion,fire,storm,earthquake,flood,drought,perils of the sea,strikes,lock-outs,labor troubles,riots,sabotage,embargo,wars (whether or not declared and whether or not the United States is involved),federal,state or municipal law,ordinance,rule,regulation,order license, priority,seizure requisition or allocation or other restrictions,failure or delay of transportation,shortage of or inability to obtain supplies,equipment,fuel or labor or any other circumstances of a similar or different nature beyond the reasonable control of the Seller. Credit: If Buyer's credit,at the sole judgment of the Seller,is impaired at any time,Seller shall have the right to defer shipment or cancel the order. Penalties:No penalty clause of any kind will be effective unless approved in writing by an officer of Captive-Aire Systems. Cancellations:Should the order be cancelled through no fault of Captive-Aire Systems,the Buyer is liable for reimbursement for any and all expenses incurred in connection with this transaction;and in accordance with law for any other losses incurred by Seller. Return of Goods:Please take special care to order carefully and completely.All products purchased are custom orders. Custom orders were manufactured in accordance with customer specifications and therefore,are only returnable per the terms of our RMA policy (http://www.captiveaire.com/sitedoes/returnpolicy.asp).Verify all information before placing the order. Please review policy with your sales consultant prior to purchasing if you have any questions. Prices: Unless otherwise notified,prices on orders will be held firm provided the order is released for production within 90 days of placement.(The date of placement being the date of the Buyer's order and the date of release being the date the official notice of release is received at the Seller's offices.)Order released after 90 days from date of customer's purchase order may be subject to escalation. Title:The title to all material(s)and/or equipment and to any and all additions and accessories thereto and substitutions therefore,shall remain with Seller until the purchase price thereof is paid in full. FORM TC-101 (2103) Page 5 of 5 w Final Report of Special Inspections. - D E C E 0 V E Project: Queensbury Truck Step JAN 2 4 201$ Location: 985 Route 149, Queensbury, New York Owner: ASAD Petroleum TOWN OF QUEENSBURY BUILDING&CODES To the best"ofiny information, knowledge and belief, the'Special Inspections required for this project, and itemized in .the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: Regarding the wood framing, see attached letter dated November 10, 2017. What was visible or repaired of the wood frame appeared in general compliance with the construction . documents.. (Altach continuation sheets-if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, U F NEl Special Inspector F. C� r0p �CcZ Yy+ Fop Cir•r:�u+� 1'. Ciiffi�rd I r ��'S.tJI-•.i:'y,� � (Type or print narne) ;� 14�iff Q. A '.vjrls•` 06317t3 e r J SSION� ignat Date Licen vonal Seat - CASE Form' 102 . Final Report of Special Inspections a C)CASE'2001 Final..Report of-Special nspecfions. Agent's Final Report project! ueensbury Truck Stop, 985 Route 149;Queensbury, New York Agent: ._Construction Technology Special'Inspector-Dr.Gregory Gifford,.P:E;: To the best of my information, knowledge and belief, the Special Inspections or testing required, for-this: :project,and designated for this Agent in the Statement of Special Inspections submitted for permit,.have been . performed-and all discovered discrepancies have.,been reported and resolved otherthan the following: Comments;Regarding soils&concrete placement/installation,NO unresolved discrepancies remain open. (Attach continuation.sheets if required to complete the description of corrections.). ;Interim reports submitted.prior to this final report form a.basis for and are to be considered an integral part of this final report. Respectfully submitted,, NICET Level'III Agent pf the.Special Inspector Asphalt,Concrete,Soils Bryan Casaw, Construction Technology (rype orprint name Certification No.98107,Ezp:`4/1/20 - i re / Date_ - Licensed Professional Seal or Certification CASE Form 102 • Final Report of Special Inspectiors �. ©CASE 2001 GIFFORD ENGINEERING Geotechniccrl& Geoenviromnental Services November.10, 2017 Construction Technology Attn: Mr. Tom .loslin 4 William St Ballston Lake,NY 12019 Re: inspection of Wood Frame of New Asad Petroleum "truck Stop Building, Routes 149 at 9L, Queensbury,NY, File.No. 1762 Gentlemen: At your request, this menlo is issued to present findings of my inspection of the wood fraine at the referenced project. Services are outlined in my proposal dated November I, 2017. Two site visits were conducted on November I,d and 6"'. 1 met with 1Mr. Josh (last name unknown), a workman For Hilltop Construction._ ,1"he building.; roof was complete, the sheet rock nearly complete, and exterior walls were sheathed but not sided. Tile.attic was insulated and the second floor utility room was insulated and sheet rock was started. 1 reviewed the building plains by Nolan Engineering, the truss shop drawings, and a sketch showing how to add stiffeners to the endwall'.truss. 'Phis sketch is attached. I was unable to observe the trusses other than'in the.unfinislled'attic areas. The endwall trusses-in the attic space were insulated that was partially removed to view the connection of the web bracing to the endwall trusses. These braces xvere connected with toe nails into the web members of the end wall truss. i asked that this connection be changed to include a sleeper be Firmly attached to the endwall truss member and nail thru the web bracing into the sleeper. I saw the worker,rctroft the connection of three braces to the cast (with the access door)endwall truss. I-le sent photos of the other two, west and south end%valls, after completion: 'file framers iri:rlled around the door of the east endwall truss with conventional ? by 6 framing. t spoke.with Rich at Nolan Engineering and he approved this application. The west (without the access door) endwall truss had been stiffened with 2 by 4's added'to the web members its was shown in all attached sketch from the truss manufacturer. I only viewed a few of the "L" stiffeners as the rest of the truss was covered with fiberglass and foam board insulation. To my knowledge this was the only end wall truss that was stiffened. Within the unfinished attic area, the truss bracing was not continuous through the demising walls near the middle of the building. This situation was remedied prior to my second visit. The hurricane clips were covered with sheet rock other than about 8 trusses at the rear (north side)top bearing plate at the west about ''1A of the building. The nailing through the clips looked adequate with 6 to..3 nails in both truss and top plate. l did not witness the length or gage of the nails. The nailing of the exterior wall sheathing was viewed. 'file Motes on the plan require 6 inch on center at the edge and 12 inches in the field. The_joints had been taped so the tape was removed from a Few areas. The nailing was inadequate at the joints. I did not witness the size of the nails used. The contractor renailed the edges through the tape and completed a fe\w areas during my 865 Pearse Road Niskaywla,,NY 12309 Tel: (518)382-2545 gifl'engu,nycap.rr.com FileNo 11762. Building Frame:fnspectgii,Triicac 5top,;Queensbury,NY pai;c2 second site visit. tt'is��reconiniendedt:thait the cotiteactor,tequcst from 'the.designers;�kliether.=tlte jointsshotild be retaped; As. described' abovv. only parts. of Ahe `:bui dtngt.frame.was visible:.and, iirspccted'. 'The. roof sheathing was not'.�v:isiwe. Most of Mie °street rock:: Since ,tlie fkaniing was complete;,1..could not confi'rni:the size. i Aie.naik:�lbolts•-etc. Based on;obsery dons. made it �s :concladed tliat the material,sizing uf:tlie. atusses abd ifratne is per, plans.!, Ilie: connections .including. hurricane-clips;and beari'iig litate are per tlie. plans, where-,,�tsible';:and: inspected, 'rife truss_bracing iir,tlie:,urifigished attic niea is.per die plans.. The truss brae-I im;thc - secopd tlooi`,uttlity ooin was-only yisilile in limited areas�,WAppeared adequate.. If'[caii.'be.off iftliefassistvice:iiiftliis matfei;:pkesse.contact r ie:. Trulyyours . .- Giff rd. In ee ir. Greg" P i ffot d'P D PE Presi ent . o n.c.2— a a vr'w .. •� 101 d _4;` 'Y "r :.�,yz,,+ .3„�d 'C-.e.1�:Cn: 7 � r�;•A'' T'�,.,{'��sw...A c o.S 'vyi�_'• v � 2_L`7ri q� � �.,YF„t• i _..• $ �•� iL. `-��r aS�t r E ; ' �' 't `'' } � i'P" t� i;F sp Y EMS n y=—, 2 n •.., m a ,,H a . V I9 & 4 .77 '�r5$ - t 1 t a }: .. f�tF _ ti b� �,. f�n � �+�k¢�� yt z�'•z�,-� n��3 ,�"�"'�T�r.any. ,{�- _.o�3 �a 3 3 �c y t . ! v:tj'� '7: , ii t-s•-'�._l�' ' r^ar' 'Psa..�s.,._ ,�, a. t � .-_.'"-0 r �.. � _ •r. T _ f fd"'- f-�.,>.:T a+F •4_s `5` '� 5t+.t �• t nl`C � � oC� m .r' t. y'`•o.a;-:,r>;i 'Wtr;f {rr^,i''^':t.'_rar Ia ton h+ -.-r,r�i�:� Y'r ii• F tF.'�t. I�.resr x 7 w 1•` C S>3^:. �4 ',I. 'll. 'G_..... �F xa'si ra^�i�`'r<. --2 .a .�;r i,7• ,t� :rzr.. 3rr i r;it'r T.. .y� .. �•y�.F �:e:• r t.f Jr� kF' r' �f'1 .:f"" j".. b^ o it Of f' — � c ��'�✓w�E'.-�.� �f'' ,�L"�At?R"u�;r?&'tt37s� �L�'L[ll8lf�ac�ti'fi�lt� AEH�lllt�ll(i7�&7c�Si��S o' Scam, I-, U-Reinforcement, proprietary metal reinforcement and stacked web products a . provide an alternative for resisting web buckling. y T-. L-. costra, 1-. U-;?efuerzo. refuerzo de metal paientando y productos de rriiembros secoodarios amor:to iados pr ovpen una alternaiva para resistir el torcer de Jos miembros secunclarios. Metal Stacked T-Reinforcement -- ®ScabReinforcem'dnt —Product- -- -` "lob Truss Member,typ. L-Reinforcement The following table may be used unless more specific information is provided. La siguiente tabla puede ser usada a menos que informacidn mas especifrca esta provista, 0 -Size 'fgpe&'Size of tllleb INUMMum e¢iirrlantant GC��aa_O[�1iit®E1_w Minimum t L-Reinforcement is similar to T-Reinforcement, but creates flat surface on one face of the truss to permit the direct ape plication of sheathing material. Truss mernber 7�a _` "T fir' ��'� '•�' � `t.�"�.4F'� � � L k" � .einfarce me.nt y ' CD V� � n� 3". r j�esh i s �; N y yt =�;f,t rr F ✓ j� , tedge. N van. 11. lU 16 a: LOHIvI IVlulfi" IVo. LU I I r. on MIDDLE DEPARTMENT INSPECTION .AGENCY, INC. %A4 that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner Asad Petroleum Date: 01/16/2018 Occupant. Truck Stop p Location- Truck Route 149 OccupancyNon-Residential Queensbury, Warren Co. NY Applicant: � Hilltop Construction Cindy Albrecht 51 Crowley Rd. Hudson Falls, NY.12$39.. = Joseph AHolmes No. — . - - - - - - - - �1452529360$7;'LEL: ,•.`_ _. _ - _• - - - - - - - - - - - - - - .- - Equipment: 2-200 Amp. Service Equipment;2 400 Amp. S-eNice qulp"rnent-2-=5G0"MGM Seiivtce Conductors; 1 -40 Amp Sub Panel; 3- 100 Amp Sub Panels; 4- Heat Tape Circuits; 2-Hoods; 1 -35 KW Generator, 13-,..Pole Lights-, 3-Door Light Circuits; 2-Menu Boards;;6:-'200,Am. 'p Sub Panels; 2-Walk-In Coolers; 1 Coolatta..Machine; 2-Convection Ovens; 3-Coffee Brewers;,2.-Mini;Splits; 1*.;=9ce,Machine; 1 - Expresso Machine;9 -Freeze;,.21 -Switches; 124- Receptacles; 88- Fixtures; 1 ='S.q'wag�a' umo,,"I :Amp�Dishwashe�2:-•Yl�ni;',Fan's. -.Exit/Emergency Combos.; 4 -Time Clocks; 2-500 KW Electrid'Heaters This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the Installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change In the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property Indicated above,this certificate shall be Immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspectlon by Middle Department system to which this certificate applies be altered in any way,including but not limit- inspection Agency.Inc. An application for inspection must be submitted to Middle ed to,the introduction of addltlonal electrical equipment and/or the replacement of Department Inspection Agency, Inc.to initiate the inspection and revalldation any of the components installed as of the above noted date,this Certificate shall be process. A fee will be charged for this service. Z o l"l- D EC E -5VE JAN 2 3 20i8 TOWNinh NG&WDESRY y. I 333 Kingsley Road, Burnt Hills, NY 12027 • Office (518) 280-3190 • Fax(518)280-5379 • www.nolan-engineering.com I January 25, 2018 ASAD PETROLEUM, INC. CIO Tabassum Sheikh I 980 Ridge Road Queensbury, NY 12804 SUBJECT: FINAL INSPECTION REPORT AND TRANSMITTAL OF AS-BUILT DRAWINGS SITE LOCATION: 985 State Rte. 149 Queensbury, NY 12804 Dear Mr. Sheikh, On December 14, 2017, 1 performed a final inspection of a new gas station/convenience store at the address cited above. The majority of-the construction was completed and only final finish material such as wall paneling and coolers were being installed. There were a few modifications that were performed that differed from the submitted construction documents which include: 1. The entry vestibule was moved to the interior instead of being on the exterior 2. A rollup door was installed to access the shed on the north east side of the building in place of a standard door. 3. The door which led to the exterior of the building that was in the hall leading to the shed on the northeast side of the building was deleted. 4. The two outermost windows on the front of the building have been deleted. � E D r td 0 6 2Q18 TOWN OF nt}EENSBURY CC 1r1-Z_ \�}- BUILDIIVc, �,CODES i 1-/29/2018 FW: Frorp: Michael LaPorte<mlaporte@johnray.com> To: tobys2003 <tobys2003@aim.com> Subject: FW: Date: Tue, Jan 23, 2018 12:38 pm Attachments: 2018012295130003.jpg(476K) Toby, Attached you will find a picture of the 1,000 gallon Propane fill station that we set at your location at 985 State Route 149 Queensbury, NY on 12/12/2018. Container serial number-017995 is set at you location in accordance to all specified outlines set fourth by the NFPA58 LPG Codes.This Fill station is powered by a Explosion proof Corkin Pump that has been wired in accordance to all local and State regulation. Feel free to reach out with any additional information needed. Michael LaPorte Service Manager John Ray&Son's 2900 6th Avenue Troy, NY 12180 PH: (518) 272-4432 Fax: (518) 272-4435 mlaporte(@iohnray.com From: Mary Carabis [mailto:marycarabisjrs@gmail.com] Sent: Tuesday, January 23, 2018 12:17 PM To: Michael LaPorte Subject: 1 Attached Images._..__ IE C 'y F IEE FEB, 0 6 2=018 TOWN OF QUEENS13URY BUILDING&CODES https:Hmail.aol.com/webmaii-std/en-us/PrintMessage 1/1 1.t` ice,' ; } 4t•3 � �. � ,�fi} t t t a w h t ' a• 4 � ' WINCHIP 36 Cougar Lane Phone: (518)494-2555 La E N G I N E E R I N G Nc PO Box 116 Fax: (518)494-2566 Chestertown,NY 12817 February 5, 2018 Job No.: 14-147 Page 1 of 1 Tabassum Sheikh 980 Ridge Road Queensbury,NY 12804 Re: ASAD Petroleum Inc. 985 State Route 149 Queensbury,NY Tax Map#266.3-1-78 Dear Toby, On September 21,November 7 and 16, 2017 I visited the above referenced site. The purpose of these visits was to observe the construction of the wastewater system. Based on my visits and reports and pictures provided by the contractor, the system appears to be installed in general conformance with the approved plans. If you have any comments or questions,please do not hesitate to contact me. Sincerely, Zach Monroe $ 2$1$ Design Engineer Winchip Engineering ENSgL1RY SOB lUl�SING&CO')1-7'S THERMAL Assoaxs Quality. Comfort, Satisfaction, Thermal Associates 21 Thomson Ave. Glens Falls, NY 12801 C(—- 1 2.- ?v 1-+ 518.798.550o Fax 798.5620 t5 2 L�2 �n E-- Asad Petroleum c/o: Sheikh Tabassum D �/ 985 State Route 149 E 0 6 2018 Queensbury, NY 12804 1 518.361.3276 TOWN OF QUEENSBURY tobys20l3.ts@gmail.com BUILDING&CODES We, Thermal Associates, performed a blower door test at the project at 985 State Route 149, Queensbury, NY, to determine the air changes per hour, for Asad Petroleum on January 18, 2018. Testing procedure-performed as per ASTM E779. The result of the test is: ( 3658 CFM50 x 60 Minutes) / ( 74,153 cubic feet ) _ 2.96 ACH50 Test conditions were as follows: 23F outside air temperature 64F inside air temperature -3.3 PA baseline pressure -48.9-50.1 PA testing pressure 1102.4.3.1 Testing option.Building envelope tightness and insulation installation shall be considered acceptable when tested air leakage is less than seven air changes per hour(ACH)when tested with a blower door at a pressure of 33.5 psf(50 Pa)as verified using instruments and procedures specified in ASHRAE/ASTM E779.The test shall be conducted by a qualified person,who shall demonstrate competence to the satisfaction of the code enforcement official for the conduct of such tests.For the purpose of this section,ACH50 shall mean air changes per hour of infiltration into a house as measured with a blower door at 50 pascals of pressure,in accordance with SHRAE/ASTM E779.Testing shall occur after rough in and after installation of penetrations of the building envelope,including penetrations or utilities,plumbing,electrical,ventilation and combustion appliances. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed; 2.Dampers shall be closed,but not sealed,including exhaust,intake, akeup air, back draft and flue dampers; 3. Interior doors shall be open; .Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off; 6.HVAC ducts shall not be sealed;and 7.Supply and return registers shall not be sealed. Adam DeVit Blower Door Tester Thermal Associates www.thermalassociates.com 1 Final Report of Special Inspections p � CE9VIE nn FEB 0 6 2018 TOWN OF QUEENSBURY Project-. Queensbury Truck Stop BUILDING CODES Location: 985 Route 149, QueensbUry, New York cc- 1'� Z •L© �'�- . Owner: ASAD.Petroleum To the best of my information, knowledge and belief, the Special.Inspections required for this project; and itemized in the Statement of Special Inspections .submitted for permit, have been:performed and all discovered discrepancies.have been reported and resolved other than the following: Comments: Regarding the wood framing, see attached letter dated November 10, 2017. What was: visible or repaired of the wood frame appeared in:general compliance with the construction documents... (Attach continuation sheets if required to compiote the.:description of corrections.) Interim reports submitted prior to this final report form a,basis for and are to be considered,an integral part of this final report. Respectfully submitted, �F.� Ty- Special Inspectors l}R : f, Gre wy P..G'f rrCl (Type or print name) 063178. { 10 773 ` . ignatuc Date .10na15ea1' CASE Form 102 Final Report of Special Inspections iciCASE 2001 'Final r epor� of .peci l Iri pection Protect`Queirtsbury Trucic Stop, 985 Route 149;:Queensbury, view York Agent Construction Technology Special Cnspeetor D' Gregory.Orfford;'P. T.o the bosfi of my information;:knowledge and beJlef, the.Special `Inspections, or testing required for this project°.and designated:for thus Agent in:the Statement of Speclat Inspections submitted for perntit,'have perforM. d and all discovered discrepancies have been°.reported and tesolved other than the:follow n'g cOmmerits Regarding soils&,concrete;p(aid trnstallatron NO untesolved discrepancies remain open; (Aifach continuafion sheets if required to complete the'description or correctroiis:) ntenm reports submift priorto this final report form'a asis for and-are to':be considered an rntegrai part-of. :,this final report,... . .. Respectfully sUOrrill Red NICET LeveL 111 Agent of the Special Inspector- Asphalt, concrete,.Pl s S.ryan Casawi, Construction Technology.: iTYpe orpr(nt name Certification No.9.8107 Ezp 4/1%20 i re. Rate: Licensed Professtonal`$eal or Certi�catron .. CASE Foam 'dot n: .'Final Reporl pt pecial Inspections • . ©CASE 200t C'r11*.(}I2DNCr7NEERI`VG ::: Gotcjtzrtadl Getrt atvntttd Sitrces . Novernbet f 4�201� ; Construct%orr Ceclitzbtcv A st d 4�tlltatn'St Ballstarr fake NY l�d��.::,: Re Tras}ecttan a Woad I�tatnc t�f Nei~}Asti l'etroleii 0!,T tcic Stdj f3uildina, Routes Qucenbrar3NY °l;tleio 1762 Gentiatn�ri .. .. At;ytrttr tequesfi :this meirra is issuer to ptesettt iiriditts or°trey tttsj�i✓ ticitr of thc:`�vaoc#; atrtc:'at til0efer�pgecl Prc�}ect ::5ettirrces €tie t�tthned' t� nr3r';}mpos f c142d._tcfove ilaer l ;' �f7:. `t": cite irtsi s �vete:;eondttcted n Na�{e jtbet "� and 6'tt 1,'rnet cv Ch 14r IQsft ; ►ast n 3ti e tttile►tocvn}, w'�rmatj.forIt((top t� rtSt7urt�an lire faetrldu;; iaaf has etirtfete .flat; sltw(rt rock rre�trly c tpletc,a�tt tfat zi rt walls cuerty Ire tlla( bait crtot sxeled I'Iae a tc�u insulated.and t seea f.' flooi trttht31 toatx); Njic fisulate at�d ahect rncl� va :,statteci rt> ieived the bu ldur Mans 4i�^^ '.No An E gineering, tfie`truss slia}� dtavutngs,::atrd t3 sketch:aha�3ing. jpwj,� add stiffer e s tip tli endvvall truss i'i:ts sketch is a taehod+: I vas un,tl fe to bb aii-iq;ffie trtass�s Ather fltat in tire:.ititin�sf ed atztcateas Tl1e nd�vall tettsses:�t : th*attrc space suet tt'sulait ct4hbt cvas pai.-ti�4y removec(::.to vaeW' the aonn�ctts�tt o` t�1e cref� bracttr t the tndwa.Il tt'usses These f3:ees tit+eta catiyt�ezed wrti�.toe bails anio tlt 1veUnem_ers af.the er1Cf `�=trfl trss C.asf.cd<tttat this conr isctrotr 'lie cliart4;ed to tncltfde. a supper by 1 tWV . attached to:ilre enclw4 irk:tss tr errtirer atrcl Wait thra the cireli;biactttg into-fh� slt eper t:sa}v tl e' WOM6r rettviit t ie:eottncetton a`f tree-braces tip tyre east ci itli ilia acetrss dg ir) itdLvfl�l trtkss ate seat,pftotos of the:after tvvo, west <tritl sotttli-:end�vatls, ccimpit�ticrtt.: 7 ha fr�tnZets: tnfille�l otatrd the elaor o!`tf�e east anditi?all trtls 4vttlr,canvt tetanal"?'l�v G frainita t spike wttl Rich at: 1 t l tr l;nkint;errzr ;tneI lie aftprt '_ecl ill ap} l Batton. T}tr'ctrt:st ytthourthe access door er.d��alt tt,uss ht1 beeta:sttflc11 rvifih ? Iry 4 S added to the wc.l7 meh b as vitas sliovun t fill Attar.is Jcetch from die:.tt uss rr ami aetut�t �atr{y uteyved few of the 'L stiffeners as the test ai the i'oss vas cct et;ed �vitla. faer lass and tou r hoard tnstilattan °::.Ta tn}�lci�ncvl:ed , Hits��rihe only cncl Yffl(}ttt5s t(�at.'3ras stiffened W tltm the,tnfintslled atftn area,.'ihe it jss bracttr vas not:coattntto. hr'attgh tlr deters ti cvalt Weal:the rriiddle rii'tfte bui'idtn :Tins s:l uatian� as t tttedtt:c1 prior tQ titX second visit Tixe,hutz i ane clips Were eaver. ct«tft sheet:}ock aflrer tii a aUa i trtlsscs at:,the rear(nortl side}tap tTearirt vita#e a the 3�est abort 'l� csf tlTe bttildtn 'Tlxe nti:ling t} ioct;ll the cliffs Iookcd adequate cytlr f to mils zattlI trttss:and toil Mate:. i drd Yat wltles the Ietr�tl;or g1e of-he tarls> I ra.:�aili g of ilic e tert a wait lrtaaflt ti iu�t c�tew e3 f`ticr':notes:ort tl� p1a�i r t uare fi iticlt gip certet at the edgir;:arid t 'inetres:ttt the ttelcl `tire joints hd:;faeeti fiat5ed so the take vas removed ttoin a fee _areas.`7]re naltn c<<as rnatguatc art tlleotrrts t:did that tvitires� fltestze crt rite nails used. xhecattitzetar r"O ailed the ed tf�roiinlr fht=`tap a d con ie6d a few areas tfuittr 8GS;`.l'earse Road. I t }�tznaa:NY 1 30545 : iffet� nycaj:tr Gatti. .. �Ir1eI�1 ]�6 : uildtng>ararne lrispt✓crtuit, Irrauk Stogy;Quensbtary;:NY sccori l 3rte visit ft -egoj...m ndcd that the cob Mct- ienutrs# Erum the deer tters wclr�ft ee fitly �ornts should. be retyped AA described above o��ly:.:parts.::of #he''bualdr.? g fiant was:;vXsrbte.arid aspect d Tlio roof,- slieathtng Nvas not vrsible: Most._'of thc:hu�i► ape cttps Nvcr h,dddt by sheet rook Sipco the Framing was'Win- odroferef then�t1btetc used a i.observaUorrs; d-ma As :concltiddd that the matertat`slztn <:o tf e trttsscs x1ncl tune, IS per; p1. The' conrtectrorls; nchrtiin krtrirrcane : lrps An beCarrg plates are'per tlte. plies wheie v►srizlb and:: inspected 'riie frt►as.bracing in tfi tui n shed ttrc area rs er':the plans `rile truss Uracrrt 'rrr the aeeotid floor trtrl4 Ttr In w.�i5 onl}r`'Nlts1 e,in l irtitteel ar'CIS:bnt aPpearcil,aeidclnate IF I cizti be of fur[her:asstaltce 1rr this rttatfel,plaaso coin#act rite Ttufyyourx; Graf td Gn iceri 4 a .: i rc; 'f l' 7fford P;, D-PE _777 -:7777,777" 7- 7,17,7 6 > G. 4 r. U_1ejr-,fOf-(x,-n-nt, t.o nnetal reinfc-t-cornem., slacked wductcs Is-) al ornatl'vo i,elsisflng ,,veb buckfir,,ri. L-, co, 1 w. !, Ur-'1e_fves,-L;ro, refoerzo 010, rnela I patemlando y prrclucto:-, lea Ve n i I)ros se-rij I?J,*';*k,.s amontonados proveen t7r7.a alterniativp para, i-esistir of torcer de los mtetnbios SeC'Lfn(J,-7rk)S. X7 Metal Sla,,-ked �T Scab Rein-forcemes-st 'I TRninfos-cez-nem Product Web T'llss Membe"lyp L-Reinforcement The following table may be-used unless more specific information is provided. La siquiente tpbla puede set usada a menos que infommci& tric-lis especifica est6 provi-sta. 0 Z*zi OP M C) Type& Slle,af Wet", m4limum r8id-e-01 Web , O F �� F 0m { ` L Reinf rcement is similar to T- einforcei�gent, b c Feates a, flat surface on one face of the truss to permit the direct ap- plication of sheathing material. Truss member } L-R.einforcoment V ' ��'-.Mvi. .. _ '. u2,_i,..�:' � '$'. (.�t,:Ly-.:..+: .a�.:.i...::u R ..,; •.`4' _. "15v+u.u"w�+rdrn• Z,�..+.....�_+...«-..-�......�...-_...w_..-.._— ... _ _.__ _ �J vvl a 44", P !"> ! i Date: Work Location:— G _ ^ � t1 �/ ca ntr ttor 1.11forn atio".4 UGvl /c,— A-WI C ... Master : :'t � # : �°� FEE 0 6. 2018 ° UG�✓ TOWN OF QUEENSBURY Installer/ Technician: � � ING&CODES f'� � -BUILDING Generator Unit Informat o:n: Generator Manufacturer: J i1+ del: /tn Si,nal : 1 /2_, Rated Output KW: c�lta e: /1�1 'reque n� Fuel Type. . Whole.House Load Generator: Phial House Load Generator. Breaker at Generator: �0� ,gimps Breaker at Panel: - Measured Mill Load Draw A:Phase: . � ��nps Phase; Amps Transfer Switch Information: / 0 Aff `l'rwis#er Switch Manufacturer: Model: Serial, r< ��c�'c S �, yZ, Voltage: �� , Maximum Load: temps. TvIain Breaker Size. —Amps VIE Form 0-008(Rev, 5/13) Page J Ser-r1ng the Greater Consazrction Industry in the Testing and Balancing ofAir and Fluid Systems Adirondack Air Balance . ---- - - Co., Inc. r E C E 0 V E 1 t, FEB 062018 TOWN OF QUEENSBURY BUILDING&CODES 342 Clendon Brook Road Queensbury, New York 12804 Phone (518) 798-6186 Fax (518) 792-4052 'Tiv siding experience and luioivledge for the mechanical systems of 2000 and beyond" TESTING AND BALANCING AGENCY: ADIRONDACK AIR BALANCE CO.,INC. INSTRUMENT LIST For John C. Merry Instrument Manufacturer Model# Calibration Range Serial # j _ Date _ Capture Hood Shortridge ADM 870 4/19/2017 0-2000 CFM M00210 j Air Data Shortridge " Multimeter Thermal I'SI 9535-A 4/5/2017 0-6,000 FPM 9535A131005 Anemometer Incline Dwyer 400 Not Required 0-12,OOOFPM. Not Manometer 0-10" Required Magnehelics Dwyer 2002C Not Required 0-2.5" Not _2008 0-8" Required Sling Taylor 1330 Not Required 32-100F Not Psychrometer Required PocketThermo- Taylor Not Required -40-18OF Not meter TA16903 Required Water Meter Alnor HM680 4/5/2017 0-300 PST 70651020 I HVAC Clamp Fluke 902 12/2/2016 , . 0-600V 7280202 --^1 Meter 0-600A i Tachometer Shimpo DT-207L 4/13/2017 0-90,000 RPM D56BOO73 �� Adirondack Air Balance Co., Inc. Test and Balance Reports Project: Asad Petroleum Address: 985 State Rt. 149 Queensbury, New York 12804 Certification: The systems herein have been tested and balanced to within tolerances specified in the plans and specifications or to within the limitations of the equipment installed. All the Testing and Balancing has been performed in accordance with The Associated Air Balance Council and The National Environmental Balancing Bureau. The results of those tests are recorded herein. Date: 1/31/2018 By: (,06,",a-r John C. Merry TESTING AND BALANCING AGENCY: ADIRONDACK AIR BALANCE CO.,INC. INSTRUMENT LIST For John C. Merry Instrument Manufacturer Model# Calibration Range Serial # Date Capture hood Shortridge ADM 870 4/19/2017 0-2000 CFM M00210 Air Data Shortridge " Multimeter Thermal TSI 9535-A 4/5/2017 0-6,000 FPNI 9535A131005 Anemometer Incline Dwyer 400 Not Required 0-12,00017PM Not Manometer 0-101, Required Magnehelics Dwyer 2002C Not Required 0-2.57' Not 2008 0-8" Required Sling Taylor 1330 Not Required 32-100F Not Psychrometer Required PocketThermo- Taylor Not Required -40-18OF Not meter TA 16903 Required Water Meter Alnor HM680 4/5/2017 0-300 PSI 70651020 i RVAC Clamp Fluke 902 12/2/2016 0-600V 7280202 Meter 0-600A Tachometer Shimpo DT-207L 4/13/2017 0-90,000 RPM D56B0073 Testing and Balancing Agency: 1/31/2018 Adieondack.Air Balance Co.,Inc. Page: 1 of 10 Project# 3169 Project Name: Asad Petroleum Address: 985 State Rt. 149 Queensbul New York_ AIR MOVING EQUIPMENT TEST SKEET SYSTEM F-2 F-2 E uiprnent Location Attic Attic Area Served Sales Dunkin Doughnuts Equipment ripment Manufacturer York York. Model Number TMY080C TM9Y100C Serial Number W 1 M6153829 W 1 C7607567 Specified Actual Specified Actual Total CFM - Fan 1600 NA 2000 NA Total CFM - Outlet 1600 1596 1750 1867 R/A CFM 800 866 1650 1762 O/A CFM 800 730 100 105 Total Static Pressure (Total /Ext.) .8 ext. NA .8 ext. .47 ext. Inlet Pressure NS NA NS 0.26 _ . Discharge Pressure NS NA NS 0.21 Fan RPM NS High NS High Specified Actual Specified Actual Motor Manufacturer NS NA NS NA Motor HP /BHP 3/4 3/4 3/4 3/4 Phase single single single single Voltage 120 120 120 120 Amperage NS NA NS 7.1 Motor RPM NS ECM NS ECM Motor Service Factor NS 1.0 NS 1.0 Starter Heater Elements NS TP NS TP Motor Sheave&No. Grooves Direct Drive Direct Drive Fan Sheave &No. Grooves Belts Remarks: _ Testing and Balancing Agency: 1/31/2018 Adirondack Air Balance Co.,Inc. Page: 1 of 10 Project# 3169 Project Name: Asad Petroleum Address: 985 State Rt. 149 Queensbury,New York AIR MOVING EQUIPMENT TEST SHEET SYSTEM F-2 F-2 Equipment Location Attic Attic Area Served Sales Dunkin Doughnuts Equipment Manufacturer York York Model Number TMY080C TM9Yl00C Serial Number W 1 M6153829 W 1 C7607567 Specified Actual Specified Actual Total CFM - Fan 1600 NA 2000 NA Total CFM - Outlet 1600 1596 1750 1867 R/A CFM 800 866 1650 1762 O/A CFM 800 730 100 105 Total Static Pressure(Total / Ext.) .8 ext. NA .8 ext. .47 ext. Inlet Pressure NS NA NS 0.26 Discharge Pressure NS NA NS 0.21 Fan RPM NS High NS High Specified Actual Specified Actual Motor Manufacturer NS NA NS NA Motor HP/BHP 3/4 3/4 3/4 3/4 Phase single single single single Voltage 120 120 120 120 Amperage NS NA NS 7.1 Motor RPM NS ECM NS ECM Motor Service Factor NS 1.0 NS 1.0 Starter Heater Elements NS TP NS TP Motor Sheave &No. Grooves Direct Drive Direct Drive Fan Sheave &No. Grooves ' Belts Remarks: 'Testing and Balancing .Agency: 1/31/20.18 A diroii ack Air.Balc nee C'o.jim Page: 2 of 10 Project4 31.69 Project Name. Asad Petroleum Address: 985 State Rt. 149 Queensburv, New Fork AIR MOVING EQUIPMENT TEST SHEET SYSTEM _ F-3 Equipment Location Attic Area Served _ Pizza Shop Equipment Manufacturer York Model Number TM9Y080C Serial Number "--- WIM6153829 S ecified Actual Specified Actual Total CFlyl_- Fan _ 1600 _ NA _ Total CFM - Outlet _1200 1218 R/A CFM 1140 1148 O/A CFM 60 70 Total Static Pressure(Total /Ext.) .8 ext. NA Fis—ciiar`g-e let Pressure NS NA_ _ Pressure NS NA_ Tian RPM NS High Specified Actual Specified Actual Motor Manufacturer NS NA _ Motor HP/BHP 3/4 3A Phase _ single single _ Voltage 120 120 Amperage _ NS NA Motor RPM NS ECM Motor Service Factor NS 1.0 _ Starter Heater Elements NS TP Motor Sheave &No. Grooves Direct Drive Fan Sheave_& No. Grooves " Pelts " Remarks: Testing and Balancing Agency: 1/31/2018 Adirondack Air balance Co.,Inc. Page: 3 of 10 Project# 3169 Proiect Name: Asad Petroleum Address: 985 State Rt. 149 Queensbury, New York AIR MOVING EQUIPMENT TEST SHEET SYSTEM HMAU-1 HMAU-2 Equipment Location Attic Attic Area Served D.D. Pizza Shop Equipment Manufacturer CaptiveAire Ca tiveAire Model Number D76 A100.250-151) Serial Number Job#3080833 Job#3080833 Specified Actual Specified Actual Total CFM - Fan 900 NA 1280 NA Total CFNVI - Outlet 900 899 1280 1394 R/A CFM 100% 100% 100% 100% O/A CFM 0% 0% 0% 0% Total Static Pressure(Total/Ext.) .5 esp 0.46 .5 esp 0.50 Inlet Pressure NS -0.07 NS -0.19 Discharge Pressure NS 0.37 NS 0.31 Fan RPM NS 1586 NS NA Specified Actual Specified Actual Motor Manufacturer NS WEG NS US Motors Motor HP/BHP 3/4 3/4 1.0 1.0 Phase single single single single Voltage 120 120 120 120 Amperage NS NA NS NA Motor RPM NS 1750 NS ECM Motor Service Factor NS 1.25 NS 1.0 Starter Heater Elements NS TP NS TP Motor Sheave &No. Grooves 1 VP50x5/8 0% Closed Direct Drive Fan Sheave &No. Grooves AK48x3/4 if Belts 1-AX32 " Remarks: Testing and Balancing Agency: 1/31/2018 Aclironclack Air Balance Co-,Inc. Page: 4 of 10 Project# 3169 Project Name: Asad Petroleum Address: 985 State Rt. 149 Queensbury, New York AIR MOVING EQUIPMENT TEST SHEET SYSTEM ERV-1 Supply Exhaust Equipment Location Attic Area Served F-1-F-3 Equipment Manufacturer Broan Model Number B 12LC Serial Number 61370170500682 Specified Actual Specified Actual Total CFM - Fan 960 905 960 890 Total CFM - Outlet 960 905 960 890 R/A CFM 100% 100% 0% 0% O/A CFM 0% 0% 100% . 100% Total Static Pressure(Total / Ext.) NS 0.73 NS 0.68 Inlet Pressure NS 0.27 NS 0.63 Discharge Pressure NS 0.44 NS 0.05 Fan RPM NS High NS High Specified Actual Specified Actual Motor Manufacturer NS NA NS NA Motor HP /BHP NS 1/3 NS 1/3 Phase single single single single Voltage 120 120 120 120 Amperage 5.9 * 5.9 Motor RPM NS 3 Speed NS 3 Speed Motor Service Factor NS 1.0 NS 1.0 Starter Heater Elements NS TP NS TP Motor Sheave &No. Grooves Direct Drive Direct Drive Fan Sheave &No. Grooves " Belts ' Remarks: *- 9.5 for both esumg an'd B,,ihanclng Agency- 1/311/12018 Adirondme-A ,Iii, Balance C'61,111C. pa"':_"e: 5 of 10 ProJect# 3169 Pro-ject Naam: Asa d (.1etroicum Address' 9(`t!5 State U. QuecnsbuKy, New York, EXH_1 _"US'T FANDATFA SHEET SYSTEElea EF-3) F-A Location Attic Area Served D.D. Back-room, A F._qujipnjeiv, Mam-tfactilrel, Capt _cAn-e F Captivc�,/N.irc Niodel Number SIR 180 SilF I Iso Serial Number Job-9-3088833 Job A'0S8X3') SI)ccified-7 . _Actual SL _if led Actual Total CFM- Fat, 500 NA. 500 NA Total CFTA - Outlet 500 4 73 550 T 5 otal Static Pressure (Towl/External) .75 eat .8 1 ext .75 ext 0.7 I ext. Inlet Pressure NS 0.64 0.55 Discharge Pressure NS 0.17 - Nf s 0.16 Fan RPM 14 1 NA 14-12 NA Specified Actual S p e c i r..c d Actual Motor Manufacturer NS WEG N.s WEG Motor HP BHP .28 BMP .28 11114P 02 Phase single sin"'fle single;-- Single Voltage 115 115 115 , 115 Amperage-- 7.7 — 6.3 T7 6.8 Motor RPN/I NS NS 173)0 Motor Service Factor NS N t-) 1.15 Starter Heater Elements NS TP N TP Motor Sheave&- No. Grooves VL44x5/8 0% Closed \IL4,/I-x5l/8 0% Closed Van Sheave & No. Grooves NA N, Bolts, I-AX42 —1-A\42 Remarks: ` esfi g and .��alkanc�$$~ing Agency: 1/31/2018 A d'i.�•odr��uch A-1, .ahrymce `e O,, ime. Page: 6 of 10 Project#, 3169 Pro ec@ Name: . sad Petroleum ----A sld.�•ess: 98.) State R . �� a�eensh�sa y, 1#deg� V®plc EXHAUST FAN DATA SHEET SVSTEr) _ EF-5 Equipment I.ocat:ion -- Attic Area Served _ _ D.D. Backroom Ecuipment_Nl all uIacRurer Y CaptiveAlre _— Mociel Numbs _ SIF1180 _ Serial Number Job 93088833 Specified Actual S ecified Actual Total CFlvl - Fan 1600 _ NA Total CFM - Outlet 1600 1594 _ Total Static Pressure (Total/External) .50 ext 53 ext. Inlet Pressure NS 0.31 Discharge iressure" NS 0.22 Fan RPM 1061 1 NA SpeciFied Actual Spe�'ified Actual Motor Manufacturer NS WEG -,- Motor HP_/BHP .233 BIJP 3/4 - Phase single single Voltage 115 115 Amperage 6.8 6.3 Motor RPIVI NS 1750 _ Motor Service Factor NS 1.15 Starter Heater Elements NS TP ^ Motor Sheave &_ No. Grooves VL44x5/8 0% Closed _ Fan Sheave &No. Grooves NA Belts 1-AX42 Remarks: _ Testing and .Balancing Agency Date: 1/31/2018 Adir•ondacic Air•Balance Co., Inc. Page: 7 of 10 Project No.3169 Project Name: Asad Petroleum Address: 985 State Rt. 149 Queensbu►y, New Fork DUCT TRAVERSE ZONE TOTALS DESIGN TEST System Duct Area Test 1 Test 2 Static Zone/Branch Size Sq. Ft. FPM CFM FPM FPM CFM Press. ERV-1 Supply 1 Louver 24x24 Hood 960 905 NR 905 NA 2(F-2,F-3) 8"rd. .35 457 160 NA 500 175 .46" 3.(F-2) 8"rd. .35 286 100 NA 300 105 .40" 4(F-3) 60 through subtraction 70 ERV-1 Exhaust 1 Louver 24x24 Hood 960 890 NR 890 NA 2(F-2,F-3) 8"rd. .35 457 160 NA 450 158 -.44" 3 (F-2) 8"rd. .35 286 100 NA 270 95 .40" 4(F-3) 60 through subtraction 63 nemarks Testing and Balancing Agency: Date: 1/31/20.18 Adirondack Air Balance CO..Inc. Page: 8 of 10 Project#: 3169 Project Name: Asad Petroleum Address: 985 State Rt. 149 Queenslbury,New York AIR DISTRIBUTION TEST SHEET F Room Terminal Design Test-FPM or CFM Final Number Type Size Factor FPM CFM 'rest 1 'rest 2 Test 3 FPM CFM l Office CD-1 6"rd. 1.0 Hood 120 60 95 NR Hood 95 2 Retail Area CD-1 8"rd. 1.0 Hood 130 99 113 NR Hood I U 3 Retail Area CD-1 8"rd. 1.0 Hood 100 131 93 NR Hood 93 4 Retail Area CD-1 8"rd. 1.0 Hood 100 86 90 NR Hood 90 5 Retail Area—CD-1 8"rd. 1.0 Hood 110 130 172* NR Hood 172* 6 Cashier CD-1 8"rd. 1.0 Hood 220 175 207 NR Hood 207 7 Cashier CD-1 8"rd. 1.0 Hood 220 143 208 NR Hood 208 Retail Area CD-1 8"rd. 1.0 Hood 200 125 192 NR Hood 192 9 Retail Area CD-1 8"rd. 1.0 Hood 200 139 207 NR Hood 207 10 Retail Area--CD-1 8"rd. 1.0 Hood 200 148 219 NR Hood 219 1600 *-No Volume Damper 1596 Testing and Balancing Agency: Date: 1/31/2018 Adii•rindlrrck Air Balance Co.. Page: 9 of 10 Project#:.3169 Project Name: Asad Petroleum Address: 985 State Rt. 149 Queensbury, New York AIR DISTRIBUTION TEST SKEET Terminal Room Terminal , Design Test-FI'M or CFM Final Number Number Type Size Factor FPM CFM "hest I Test 2 Test 3 FPM CFM F-2 1 DD Sales CD-1 6"rd. 1.0 Hood 200 187 187 NR Hood 187 2 DD Sales CD-1 8"rd. 1.0 Hood 200 DEL DEL NR Hood DEL 3 Liquor CD-1 I0"rd. 1.0 Hood 300, 297 297 NR Hood 297 4 DD Sales CD-1 10"rd. 1.0 Hood 300 327 327 NR Hood 327 5 Men's CD-1 8"rd. 1.0 hood NS 46 46 NR Hood 46 6 Ladies' CD-I 8"rd. 1.0 Hood NS 48 48 NR Hood 48 7 Shower CD-1 8"rd. 1.0 Hood; NS 86 86 NR Hood 86 Utility CD-1 8"rd. 1.0 Hood NS 45 45 NR Hood 45 DD Back CD-I 8"rd. 1.0 Hood 150 165 165 NR Hood 165 10 DD Serve CD-1 8"rd. 1.0 Hood 150 201 201 NR Hood 201 I 1 DD Serve CD-1 8"rd. 1.0 Hood 250 250 250 NR Hood 250 12 DD Serve CD-1 8"rd. 1.0 Hood 200 215 215 NR Hood 215 1750 1867 F-2 1 Entrance CD-I 6"rd. 1.0 Hood 100 92 NR NR Hood 92 2 Pizza CD-1 10"rd. 1.0 Hood 300 315 NR NR Hood 315 3 Pizza CD-1 10"rd. 1.0 hood 300 315 NR NR Hood 315 4 Pizza CD-1 I0"rd. 1.0 Hood 250 255 NR NR Hood 255 5 Pizza CD-1 I0"rd. 1.0 Hood 250 241 NR NR Hood 241 1200 *_Tested with dirty filter 1218* Testing and Balancing Agency: Date: 1/31/2018 Adirondack Air Balance Cn..Inc. Page: 10 of 10 Project#: 3169 Project Name: Asad Petroleum Address: 985 State Rt. 149 Queensbury,New York AIR DISTRIBUTION TEST SHEET Terminal Room Terminal Design Test-FPM or CFM Final Number Number Type Size Factor FPM CFM Test I Test 2 Test 3 FPM CFM MAU-1 l(EF-4) Hood Perf. 28x9 1.4 161 225 150 NR NR Hood 210 - 2(EF-4) Hood Perf 28x9 L4 161 225 150 NR NR Hood 210 3(EF-3) Hood Perf. 28x9 1.4 161 225 172 NR NR Hood 241 4(EF-4) Hood Perf. 28x9 1.4 161 225 170 NR NR Hood 238 900 899 MAU-2 1 Hood Perf. 40x9 2.0 160 320 172 NR NR 172 344 Hood Perf. 40x9 2.0 160 320 175 NR NR 175 350 3 Hood Perf. 40x9 2.0 160 320 175 NR NR 175 350 4 Hood Perf. 40x9 2.0 160 320 175 NR NR 175 350 1280 1394 EF-1 1 Men's ER 12x12 1.0 Hood 75 63 NR NR Hood 63 EF-1 1 Ladies' ER 12x12 1.0 Hood 75 52 NR NR Hood 52 EF-1 1 Shower ER 12x12 1.0 Hood 75 77 NR NR Hood 77 EF-3 1 Hood OD 5602 12.44 40 500 38 NR NR 38 473 EF-4 1 Hood OD 5602 12.44 40 500 44 NR NR 44 550 EF-5 Hood OD 14"rd. 1.07 1495 1600 1490 NR NR 1490 1594 7/24/2017 NOLA-Fan Submittal APK t AmCQ OIRIUIIO enerrar.ectac Kl7CNf:+ lEN7ft-,TJt1,,4 Namcf. Order#3088833 - Dunkin Donuts-Queensbury to�na. E AIR:. Fan#1 SIF11 BD (201 lbs.) c us .Tag:EF-1 Belt Drive Square Inline Fan with 11.75"Centrifugal Wheel. Selected Options: •. SIF11 with straight discharge.Square Duct Connection. Exhaust Motor: . . SIF11 -Square Duct Inlet Connection: Model.50180S1 BSPA056-75PK,0.500 HP,1 Phs,115 V,60Hz,7.7 SIF-Horizontal Overhead Pre-Installed Mounts(Used on sizes .FLA,CDP(Open Drip Proof) 11-36). Exhaust Motor Pulleys: Gravity Back Draft Damper-with flange,damper is 15"sq.,2" deep,O.D.of flange is 17"sq. Part Type City Browning# Turns Out • .Hanging Vibration Isolators for Square Inline Fans.Contains four Belt 1 AX41 HSA125 Hanging Isolators. Blower Pulley 1 AK39 x 1 Bushing 1 H-1 Motor Pulley 1 1VL40 x 5/8 3.0 Exhaust Performance: Volume: 500 cfm RPM: 1412 TS: 4344 ft/min SP: 0.827"w.g. BHP: 0,28 0.750"Ext.+0.077"Opt. Altitude: 425' Amb.Temp: 70OF Exhaust Installation Information: Motor/Control 9.7 Amps MCA,15 Amps MOP,115 V,14AWG Circuit Wire Min. Exhaust Unit 1 phs 115 V 60Hz Voltage: j 266.3-1-78 CC-000172-2017 Asad Petroleum Inc. 985 State Route 149 Comm. New REVISED PLANS ' 11 �7 t - JUL 2 7 201? https://nola.capfiveaire.com/Order/Fans/Submittal?jid=2699843&mjfid=4557143%2c4557147%2c4557603 1/9 7/24/2017 NOLA-Fan Submittal -r o: a. a 2T3 •.� 1Al IM ®e r Y .Y;, z o https://nola.captiveaire-com/Order/Fans/Submittal?jid=2699843&mjfid-4557143%2c4557147%2c4557603 219 7/24/2017 NOLA-Fan Submittal 500:CFM;• 0.827"SP C& 1412 RPM and,'0,,28 BHP_at 425:feet and 700.F r" S Nate: Cur4es,are edjust2d to:job specific tam-4rature and'altitude 4:oQ0 3.500 •.:s.... r............. €.............._.... _ .................. i_.:.....3.:fin, pr, ......................._ ................ _ . U � � ........................;.........................ia,., ........ ............... ......... ISO4 .'�.;......... '.a,.,,... ... ��:'.. ••+'• ....... ...... .................... . L •" L' 2 Q00. �IOO,RP,at .,..�� ... a • At •=. 1 540; -----I80p p�4 ..... y. _ - ..... f0' i •_1 s = 1500,R15t'�t _ $A 3 t}Q0: L __� •. T W 900RRIt.60 'f ~`'�tk 2S•yp3hR 1 0. -236 ''.460 . ,690. '420 3i50 1380 i610.. i8a0 2070 .2360 CFM SIN 1 BD exhaust sound data®1412 RPM: LWA at 5 ft.:70 Sones at 5 ft.:9.1 DBA at 5 ft.:58.5 Distance Octave 1 Octave 2 Octave 3 Octave 4 Octave 5 Octave 6 Octave 7 Octave 8 5 ft. 77.7 71 69.5 67.6 63.9 - 61.6 67.6 51.6 https://nola.captiveaire.com/Order/Fans/Submittal?jid=2699943&mjfid=4557143%2c4557147%2c4557603 3/9 7/24/2017 NOLA-Fan Submittal .. ,v /M AN A_ L WI r rrr _s 1.I M® atnca cnrrraFRs!AaL rcfTC.;?F trrrrrcar/p,rUM iannr° Order#3088833 - Dunkin Donuts--Queensbury sronc: e AIR Fan#2 SIR 1 BD (201 lbs.) G -US . Tag:EF-2 0SULO . • Belt Drive Square Inline Fan with 11.75".Centrifugal Wheel. Selected Options: . SIF11 with straight discharge.Square Duct Connection. Exhaust Motor: SIF11 -Square Duct Inlet Connection: Model.50180e 056-75PK,0.500 HP,1 Phs,115 U,60Hz,7.7 . SIF-Horizontal Overhead Pre-Installed Mounts(Used on sizes FLA,ODP(Open n Drip Drip Proof) 11-36). Exhaust Motor Pulleys: Gravity.Back Draft Damper-with flange,.damper is 15"_sq.,2" deep,O.D.of flange Is 17"sq. Part T e Qtv Browning# Turns Out Hanging Vibration Isolators for Square Inline Fans.Contains.four Belt, 1 AX41 HSA125 Hanging Isolators. Blower Pulley 1 AK30 x 1 Bushing 1 H-1 Motor Pulley. 1 1VL40 x 5/8 3.0 Exhaust Performance: Volume: 500 cfm RPM: 1412 TS: '4344 ft/min. SP: 0.827"w.g. BHP: 0.28 0.750"Ext.+0.077"Opt. Altitude: 425' Amb.Temp: 70°F Exhaust Installation lnformatlon: Motor/Control 9.7 Amps MCA,15 Amps MOP,115 V,14 AWG . Circuit Wire Min. Exhaust Unit 1 phs 115 V 60Hz Voltage: https://nola.captiveaire.com/Order/Fans/Submittal?jid=2699843&mjfid=4557143%2c4557147%2c4557603 419 7/24/2017 NOLA-Fan Submittal n ,a o a . ®: a :o Q pop � O https://nola.captiveaire.com/Order/Fans/Submittal?jid=2699843&mjfid=4557143%2c4557147%2c4557603 5/9 7/24/2017 NOLA-Fan Submittal 500 CFM; 0,82TSP @ 1412.RPM_'and...0.28 BHP at 4.25-'.f Ot and 700 F x PBote: Curves are adjusted to-job specific 'teni arature and altitude �soo ..........;,.:...........................:. ..... ._..._. ,;......:..... ......_.......:................. ..... ....... ........ �.. 27pt7 RAj� � •r .......i. ........ .................. .�.. ... ...... ......-.. ....... ... .... ........ .................. 2.saa - hr . , ........... #A - i ......... _ .... ...... RP/ �......... r r• a • •a�a C: Qea R6�7.•�� ..... �A 1.000' .. L •, QJ ,, yA 7 '• 0:500 ........,...=e��Q Rpy 033.. _ .... fA s t f `�e2r 6�f�hti7 �� p. '•0• ��,• 000o. 0 ':230' '460" 490. 920 1150 1386 1610. 1940 2070 2300 CFM: SIMIBD exhaust sound data @ 1412 RPM: LWA at 5 ft.:70 Sones at 5 It.:9.1 DBA at 5 ft.:58.5 Distance Octave 1 Octave 2 Octave 3 Octave 4 Octave 5 Octave 6 Octave 7 Octave 8 5 ft. 77.7 71 69.5 67.6 63.9 61.6 57.6 51.6 https:/Inola.captiveaire.com/Order/Fans/Submittal?jid=2699843&mjfid=4557143%2c4557147%2c4557603 6/9 7/24/2017 NOLA-Fan Submittal AAN��:.�_ r rrr� =� LOW f ■�_-- epr,rr gRrrac K�UP !r vFr;Trc /iea.5' Order#3088833 - Dunkin Donuts-Queensbury Fan#3 D76 (335 lbs./50 curb) T us - Tag:HMAU-1 risk° Low CFM Direct Fired Heater.Belt Drive. Blower: 7"forward curved,centrifugal blower.Permanently lubricated ball Supply Motor: bearings.Galvanized finish.400-2000 CFM.3/4"x 14-3/16"Shaft. Model DP.(Open DripBA0 Pr S48PK,0.750 HP,1 Phase,115 V,60Hz,6.8 3600 max.RPM.Used in heated and non-heated supply fans. FLA,ODP(Open Drip Proof) Supply Motor Pulleys: Temp Control: RTC Solutions•40-90OF Discharge Temp Control . Part Type Qtv Browning# Turns Out Belt 1 AX32 Intake: . Screen Intake Hood with EZ Filter. Blower Pulley 1 AK46 x 3/4 Motor Pulley 1 IVP50 x 5/8 3.5 Filters: Ix MV EZ Kleen Metal Mesh Filter.I Wx 20"x 2"Used for heater and Burner: supply fan Intakes.(3412) Min Output BTU:13,000 BTU/Hr Max Output BTU:275,000 BTU/Hr Curb&Supports: Size:6"long ROOF CURB-19.5X52X201NS Gas Type:Natural Selected Options: Supply Performance: High Profile Lid Option for D76.Required with belt drive,single Volume: 900 cfm RPM_: 1544 TS: 2830 ft/min phase motors.. SP: 0.686"w.g. • Gas Pressure Gauge,0-35",2.5"Diameter,1/4"Thread Size 0.500"Ext.+0.146"Int.+0.040"Opt. • Gas Pressure Gauge,-5 to+15 Inches Wc.,2.5"Diameter,1/4" Thread Size BHP: 0.49 Motorized Back Draft Damper 13"X 17"_for D76 Compact Direct Altitude: 425' Winter Entering Air Fired Heaters w/Extended Shaft,Standard Galvanized Construction, Dry Bulb Temp: -4°F 3/4"Rear Flange,TF120S Actuator Included Output BTU: 76788 Temp Rise: 79°F Input BTU: 83465 BTUs BASED OFF STANDARD AIR DENSITY Supply Installation Information: Gas Inlet 7 in.w.c.-14 in.w.c."w.c.. Pressure: Insurance: No Insurance Requirement(ANSI) Motor/Control 10.6 Amps MCA,15 Amps MOP,115 V,14 Circuit AWG Wire Min. Supply Unit 1 phs 115 V 60Hz Voltage:. https://nola.captiveaire.com/Order/Fans/Submittal?jid=2699843&mjfid=4557143%2c4557147%2c4557603 7/9 7/24/2017 ' NOLA-Fan Submittal Phil Ili N. Item--� � • � - , a, N" N' N. U oW C https://nola.captiveaire,com/Order/Fans/Submittal?jid_2699843&mjfid=4557143%2c4557147%2c4557603 8/9 7/24/2017 NOLA-Fan Sdbmittal 900-CFM, 0.656 SP @ 1544.RPM. and..0.49 BHP at'425'feet"and 750 F- -f P 6te: Curves'are,adjusted"totjob specific to pprature.'an&ailtitud"e :2.60a ; aces 2 �°Rcr� -2.750 ..............:...-i.:......._...................... . _ .. ...... 1:250 ''-1L d 16r2t? •••;ilt•,. p t�0 0 750, ..'... ....: ..... _........ � F 0:500' .,. .:,......s....:.:...::.,�!, 33i ?� x D ....._. ` 4 .. t" 0:600: too ftPM `v 600_ 700' 800 960,_ 1006 1160 200• 1300 i4D0: :1500 1600 1700 :1860 CFM: 676 supply sound data @ 1544 RPM: LWA at 5 ft.:79.9 Sones at 5 ft.:-17.1 DBA at 5 ft.:68.4 Distance Octave 1 Octave 2 Octave 3 Octave 4 Octave 5 Octave 6 Octave 7 Octave 8 5 ft, 80.3 85.3 81.2 77.1 74 68.5 65.6 63.6 https://nola.captiveairc.com/Order/Fans/Submittal?jid=2699843&mjfid=4557143%2c4557147%2c4557603 9/9 John O'Brien From: John O'Brien Sent: Friday,April 21, 2017 10:07 AM To: tobys2003@aim.com; 'RICH@NOLAN-ENGINEERING.COM' Cc: Dave Hatin; Mike Palmer(mikep@queensbury.net); Gary Stillman;Craig Brown; Bruce Frank Subject: ASAD PETROLEUM QUEENSBURY GAS STATION Tracking: Recipient Delivery Read tobys2003@aim.com 'RICH @NOLAN-ENGINEERING.CON Dave Hatin Delivered:4/21/2017 10:07 AM Mike Palmer Delivered:4/21/2017 10:07 AM (mikep@queensbury.net) Gary Stillman Delivered:4/21/2017 10:07 AM Craig Brown Delivered:4/21/2017 10:07 AM Bruce Frank Delivered:4/21/2017 10:07 AM Mike Palmer Read:4/21/201710:15 AM Richard, I have completed the plan review for ASAD Petroleum and the following items listed below needed to be addressed before a building permit will be issued. //AW"seviously requested provide a complete plumbing schematic showing all drains,venting and cleanouts. e provide cleanouts at all change of directions. Submit a 2015 IECC COMcheck for the mechanicals. 3) Provide the HVAC design calculations for the building.The plan should show the amount of fresh air required for the building and how much fresh air the HVAC system will bring in from the outside.Also the design should take into account the type 2 kitchen hood. Submit a letter stating who will perform the special inspections for the project(soil compaction,concrete testing, and structural framing inspections). Submit a letter stating who will be performing the Air Balancing test for the HVAC. ASubmit a letter stating who will perform the blower door test for the building. The handicapped water closet on the bathroom elevations shows the flush handle on the inside it needs to be �htre open side of the water closet. 8 no information on the countertops for the Dunkin Donut Space, Future Vendor Spac a ce counter,and Main Cashier Counter. Handicap portions of counters need to be a maxi of 34" height from finish flo 9 P ide details on sheet 10 or the site plan for handicapped parking signs an o parking sign at handicapped acces signs are not show at the approved handicapped parking spaces an •access ais a location on the site plan. XProvide details for bollards at above ground propane tank filling station.The bollards need to have a minimum of 15"footings and extend 3' below grade. Once all items listed above have been reviewed and approved by our office they will be forwarded onto Craig Brown the Zoning Administrator for his approval. If you have any question please feel free to call 761-8255 or email me thank you! 1 Kate Deck From: Kate Deck Sent: Wednesday, March 15,'2017 3:25 PM. To: 'tobys2003@aim.com'. Cc:. . John O'Brien; Dave Hatin Subject: Asad Petroleum Queensbury Gas Station Plan Review Good Afternoon, Approximately:8 months ago, after an initial_review of your drawings, John O'Brien sent .you a punch list of items that were needed in.order to submit for your building permit. To date, we have not'heard . . anything regarding your project. We would appreciate.an update on the status of your general contractor choice, the punch list items and the submission of.your complete building permit'application. Thank you! KATE DECK, OFFICE SPECIALIST Building &Code Enforcement 742. Bay Road Queensbury, NY 12804 (518) 761-8256 www.queensbury.net L Town of Queensbury 1 John O'Brien From: tobys2003@aim.com Sent: Wednesday,July 27, 2016 11:18 AM To: John O'Brien Cc: leel@nolan-engineering.com Subject: Re:ASAD PETROLEUM QUEENSBURY GAS STATION PLAN REVIEW Thanks Mr.John I appriciate the time I will ask my architect and site plan engineer to work on this. Probably my site plan engineer is going to work on soil compaction and concrete I think he specified in the site plan I don't have general contractor yet. and HVAC system still need I think general contractor. My drawings are out for bids as soon as I decide general contractor I will provide that information but I am sending your additional information required to my engineer and architect to address these issues. thanks. Toby 518 3613276 -----Original Message----- From: John O'Brien <JohnO@queensbury.net> To: tobys2003 <tobys2003@aim.com>; rich <rich@nolan-engineering.com> Cc: Dave Hatin <DaveH@queensbury.net>; Mike Palmer<MikeP@queensbury.net>; Gary Stillman <GaryS@queensbury.net> Sent: Tue, Jul 26, 2016 3:50 pm Subject: ASAD PETROLEUM QUEENSBURY GAS STATION PLAN REVIEW Dear Toby, The following deficient items still remain to be addressed before a building permit can be issued. 1) The engineer needs to provide all structural calculations for wind, snow and seismic loads. The engineer needs to show all of his work. 2) Provide the class finishes for the finish materials especially the paints to be used. 3) As previously requested provide a complete plumbing schematic that shows all floor drains, clean outs, main drains, fixture drains and venting. 4) Provide a contract stating who will be responsible for testing and balancing the HVAC System and submitting a compliance report at the completion of the project. 5) Please correct your COMcheck IECC 2012 version to the 2014 New York State Energy Code version with supplements. 6) Provide a letter stating who will be responsible for special inspections (soil compaction, concrete and structural framing). 7) Address all of the Fire Marshal's plan review items attached to this correspondence. Once we receive your corrections we will review again for compliance. Sincerely, John O'Brien Code Enforcement Officer Town of Queensbury 1 John O'Brien From: John O'Brien Sent: Tuesday,July 26, 2016 3:50 PM To: 'tobys2003@aim.com'; 'rich@nolan-engineering.com' Cc: Dave Hatin; Mike Palmer(mikep@queensbury.net); Gary Stillman (garys@queensbury.net) Subject: ASAD PETROLEUM QUEENSBURY GAS STATION PLAN REVIEW Attachments: doc09002120160726153910.pdf Tracking: Recipient Delivery 'tobys2003@aim.com' 'rich@nolan-engineering.com' Dave Hatin Delivered:7/26/2016 3:50 PM Mike Palmer(mikep@queensbury.net) Delivered:7/26/2016 3:50 PM Gary Stillman(garys@queensbury.net) Delivered:7/26/2016 3:51 PM Dear Toby, The following deficient items still remain to be addressed before a building permit can be issued. The engineer needs to provide all structural calculations for wind,snow and seismic loads.The engineer needs to show all of his work. V/A)s the class finishes for the finish materials especially the paints to be used. iously requested provide a complete plumbing schematic that shows all floor drains, clean outs, main fixture drains and venting. � G��t � ova a-�a contract stating who will be responsible for testing and balancing the HVAC System and submitting aance report at the completion of the project. ��Ji�� C 4, 5) Please correct your COMcheck IECC 2012 version to the 2014 New York State Energy Code version with supplements. L� �� 6) Provide a letter stating who will be responsible for special inspections(soil compaction,concrete and structura�p��i� 'framing). ,,71 Address all of the Fire Marshal's plan review items attached to this correspondence. Once we receive your corrections we will review again for compliance. Sincerely, John O'Brien Code Enforcement Officer Town of Queensbury w*'t rr Home of Natyral Beauty...A Good Place-to Live TOWN OF QUEENSBURY 742 BAY ROAD QUEENSBURY,NEW YORK 12804 518.761.8201 WWW.QUEENSBURY.NET June 13, 2016 Toby Sheikh 980 Ridge Road Queensbury, NY 12804 Dear Toby: The following items need to be submitted along with the drawings you previously supplied us for review before a building permit can be issued. The 12 by 12 storage area in the rear of the store must be 1-hour rated. There must be a draft stop provided in the attic area that meets the requirements of the Building Code. tWehere u are required to create a second exit from the store.space itself. will need all structural calculations for wind, snow and seismic load. need to know what the interior finishes of the interior of the building will be. were no exit lights shown on the electrical pl n. They needed to be added to the electrical plan. %Z o � -lam V=--Q C> ` OK\—5 4*The toilet rooms must have elevation details showing all grab bars, heights of counters and any other pertinent information. ou will be required to install a Knox Box somewhere on the front of the building. e have asked you to check to see if any hoods will be required for any cooking facilities proposed for this space.' he uss placar shown on the 11. a wi co a plumbing schematic howine all of the floor rains, clean outs, main dra' s ents. ff ou, fflo e will also need a contract stating who will be responsible for testin Wn. lancin the system and certifying that it meets the 2014E C1ill need a complete Energy Code evaluation of this building based on a ComCheck of 2014 Energy Code with supplements. 1 17 � t-kCA\ At this present time these are the list of items we have found deficient on the plans that you brAg%t� in for review, and once we.receive the revised plans we will review them again for compliance. Celebrating Our Sestercen tennial 176272012 If you have any questions I can be reached at 761-8253. Thank you for your attention in this matter. Sincerely, TOWN OF QUEENSBURY David Hatin, Director Building and Code Enforcement DH/mg FIRE MARSHAL'S OFFICE Tozvn of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW—Preliminary Update ASAD Petroleum 985 State Rt 149 Plan review based on submittals: • Exit and emergency lighting layout not complete. Additional exit signage required and no internal emergency lighting shown • Carbon Monoxide detection is required. • Fire extinguisher locations to be discussed with contractor • Provide submittals for fuel suppression plans • A Type 1 hood is shown in the Food Corner. The following minimum submittals required along with testing requirements: Submit complete hood specifications Submit complete mounting details for hood, duct and fan - Provide appliance layout Submit specifications for range suppression system NYSMC 509.1 - Note on drawings that Grease Light Duct Test is required per NYSMC 503.3.2.5 - Indicate on hood submittals that fan interlock is provided per NYSMC 507.2.1.1 - Fire alarm signaling devices required for range suppression system per NYSFC 904.3.4 and NFPA 17A Section 5.2.1.8 and 5.2.1.9 Fire Marshal's Office - Phone: 518-761-8206 - Fax: 518-745-4437 frremarsltal@gtteensbunl.net - wzvw.queensbunI net Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fi r e M a r s h a 1's Off i c e • P h o it e: 518-761-8206 • F a x: 518-745-4437 -firemarshal@queensbury.net • wzvzv.queensbunt net CHECKLIST—SINGLE FAMILY Project Location: REQUIRED—2 SETS YES NO N/A 1. Building Permit application, completed 2. Energy Code inspector's report from REScheck, comp.let signed 3. Septi . alteration application, if applicable 4. Solid Fu Burning or Gas Appliance form co eted, if applicable 5. Driveway Per t if applicable 6. Structural Drawings: .a. Floor plans b. Foundation plans c. Cross Sections d. Elevations e. Window & Do o Schedule f. Natural Ligh , Ventilation & Emergency Egress 7. Plot Plan: Show,proposed structure(s) with setback dimensions from all surveyed property lines 8. Electrical inspection agency selected CHECKLIST— MULTI-DWELLING/COMMERCIAL Project.Location: REQUIRED—2 SETS YES NO N/A 1. Building Permit application, completed 2. Energy Code inspector's report from COMcheck, completed & signed 3. Septic alteration application, if applicable X 4. Solid Fuel Burning or Gas Appliance form completed, if applicable 5. Driveway Permit, if applicable 6. Structural Drawings: a. Floor plans b. Foundation plans c. Cross Sections d'. Elevations e. Design loads including floor, snow & wind load f. Seismic design g. Plans signed & sealed by registered architect or engineer h. Window & Door schedule 7. Plot Plan: Show proposed structure(s) with setback dimensions from all surveyed property lines 8. Electrical inspection agency selected x 9. FINAL AS-BUILT PLANS SUBMITTED ELECTRICONICALLY Town of Queensbury Building&Code Enforcement Principal Structure Application Revised February 2017 i ikOFMmrP.•ClDJe:3[:RLfrnS!-/fa s.^itw..jJ[r scvTin P%wfAI Cceoiv=l wx )/s•P.RFGpi L�Sl,rie R6PE 6'wFJE loco I {; bc'A:.PROU^N � PxpfG"�Urt�i^4355.,eee1v$-nE? uAx.G'a-s+'VLn�ti.Yfi uettGPF eeFE? � /1t'�(�J��/P//pit�oPoserroi.r[tc aAlo vatcas: � - rJ.-P[P[corrra::m.,stcve ��lcwP^_r.<mra!e:.:_.nr-. L�,� I e�r_vr.(tsm GauJ>,+eayst reAP v�GPettG:w°sPues;,ess..,�-vasE+,ev Pp,,r<vrw;.swsrr.Jse:stata, tArv-_�Ic°tv:,aus,�oag T /oo0 4Al � vlrrcProorrex:v<sonE er_ssasfnr+.Arts.:w r�PFsea,r ' uwNAvtn II uND�R/fRDU�jtr.[monWxcar>�[a^va cc,e rlsnerueys:rcr-wr. z-Pa m ws..ae,rrca usrs �. /H� 50n'SrAIV'T3]t]t rK Pwiap -•.s. PPO?Oim wAST++AI!R APTOfftoNrt34 - CEODUGM PRO A/LTfWtrers sP NvnPAv_=" :so��Fve eastrasB.is-«? J Pmc ePP� a�cae»bas:, f v. Hsstm.vaotF —uas c.rEOPwuwDw re-PaJaDlr.:srP.n,A:,.D>r � PAD FC9 G£•.SAiGP� ' \ PPGPQStD FeM'.,t:fANCF[;Ep6:Tsuio—o. IuAtItPE r�G.n6a {iL/YUyy ! "�'O%O!lD 1tX0 GASGH `/ l,2CFG!�NVSIAJy*S3 PPt,'%654DA.J\f6P0. j '/ 1 L tLD cic�Ar.=•A!:r�\`'\ _ - 1/ cc-.,vm ualva -- ----`_ '= � .... I I LI Ii/Y 100%\castr ^_a F�[PAt.'ANA?Fn Ptwv[err u,F 2+�ETEnru:_•:IPm,.Pc[•.Fuac. c:a.-�_u.t�*r _ _-t L —� tom_ •''_'• 1 L r_ l nwa _ , 1 t I \ _ O a\a_Y' - - - _:•F'^�4_� ^-,f /_ �-tFEAfEe MJ�Y _ _ / `_ / +_s T- - ----G'1, __ \ i J•ry,.t``_ _ �tt� A mE * ( 1°f GPGU! Fee,aswo IANr. ftDA /• .. F-r �. `-(- - - • 1 -_ - -_,tea _ ,ice-. �� a� �\ U.1/OCJC rro,;.vttttua 'su 10JsOG!f 5G4 t6F•SJ S$LL.AMp P. ,'w�E� ` `_f-----_•-•___ _ \ \ \ SEASGN.I COLOi MtN PA'lY�ii PRoPoSED � ".do luan+x w 2 L /�/ PpR�C�P'"..'r�?(t/ya r irI 1:.'....-.)�II_'--.�.-.�'II t-.r-f_..—..''..-'P.1 _` ir,,.Ar�'.Ieattr:Gw St lGP'3�'- E.tiF�.P_3--�4 Cf^-?PIf_ryld'x•-2�y'r��w,Ut yJ T t6,;rG6fPA.L t,•:4rAP�-i 1_..v•0�u i•x•,_'..+.P'.."-'-..��rI II r - '-ssdk!aatiflz^•' pS), -----_-_ -_-_--_-----_—_------- _-__-------t-J- S II`�"•. - CF •e.E IE nbT �lq NEEacEs mtFraP,G.[ �cnlm-L EVEEG` MlaclP PROPERTYN ' .LTSINIJ E BUF FER An.cNv:o ----- ----------------s� --------------- - ' _ -RF_.GC,e'_saCC4G':_, Lai ; II t!1 i g t 111 ../_---�+ � '`. P.�PJxZtarx5 / UuNnnG SEo.A Ue Il0•:rAL --;_------------------------------t11 - - ALGA P tuWA4NiCE - POO1GDusj l > y-i-'t"_• i 411j 1 '��: L _J \ _I,�•.E_-__—___- t`L -- r.---_-_---a -'S_y+ .� PAc a ]S 11ld.'I) j\� ,i PA.>C,t G:A,� -e _ �16> 6 i! • - FNitANCE so FFJ'3!tJ PrIC.:S:G�_'�. 1 I! `r tl .. "J / ` • • --- / `LI LLL t1yla sU64n Y'.E:NEe1Cx 1.o i a 1.• i j� '+it rt •'�'C 0 'O . . -------- - I 1�.Ir .` DCNCNAY GRYANC6 10 '�C_� - ` = -_➢D ; t- ar]-_�A`\I; i PIe.,P m-,= 10L EOS 2 LLEYF-pO Df flnaNA6 SNA !E t a ::L La_ f\t \ • .'t-..- _ is ro C9ECt --_ _--- —---- _ _______________ _ S1uROm AtA 4ItDWITN _� UGFtro Ri'GeGi•\0. —_______ ______________ _ •AU�tNAOila'RD NGnrL SwaLL NOT - - __ IF _--_—_-------- ___=- vcEmmrEaLV N[rcNr — -- ---- - ••C_i� Tt" ti '�,` '�� a.".�_-- J a-.lFr_aJ;Gur•X3N� __' �_ --_ `..-.:... - ' UE i•J ' JYORK STATE - FMLDlE Us __-_- -- ,.a�a++�.n oor, :<.•.•ar.z.w..ro>.:n�y ]ISN � ro%CSEGC�iv: �i ttow.r.�• P.oc. _ __ 1 P+. COMPLETED SRE PLAN f I il>u TG.Qd.(EA[IL'�TiDAr'J.,iAW NACN i H.W.'•6.•R.•C•+.•. :Jµasf �s i Ataestr.�lm rrr-st[:rACEDAxuu. SETBACKSCHEDULE AREASUA AARY STYE LIGHTING i 1 tt.l4 in.+ sre'mcJaw-av^.>=gteEetnnane+sDeJG,cur.[n ltG+s - •� i ION_NC REGUIREO E]USiirJG PROPOS'_iD Ef15tP.ry /Lv*19'17tllAt i6jA° ReJctDra NOIE, NOrE SGtE:1'•Y' iblf.Ila:]: Ks Rr..�ac. sGR. .tt FT, SS'.L'Fi: Z!rF . ....-�-. AccEatar PAR13NG REGUIREMENTS _„-,•-_�_.��„- ar<D lr:lvW! j :^..tFi P?O+Yd!pi56PJFSatiE+l6_AC:6 raOttt lclDGES: rnal un, i!ilrCFl:=3 ° .stiv -Aas, fi4v+ .A 43a:LF tea. nv SNEEI wO.']OF9 FASt PFAe; I PA'^LE7 yP4]: <LYOr 4SY8BSL GarR. 63PA�P`P rStF.?;.LOs'/t5).71 t+ACE4 �f�n, :ASAD PETROLEUM INC. !Ax r<AP x]sS}1:19 . _ IOAfNS472 mR. lrsR. YJR. to'µ sees: stvss .—V is ve]-F -Pr-neEryvzcv�,m I t'p yO•PA COMPLETED SITE PLAN 315/].tos-A 01 O�.M TO'iM OF OUEENSBURY,WAPPENCOUrfrf.NY ' PAa�-al :GvriO!E�/I•aYAC3 ti':r33Z P!E B!!S+ 4•Z'.tiE!I[ IC'JIw•-F�.arAA-1S.16CiAf3 P.G.9or MJ3)]S bP�+bPr.ptC.M MAP REFERENCE AfEA: "'n `� 1/ a..:l,,.r vm IzeR 14-147 fO Vi„HREPCGrfi!tSt,^/E k O AI.O+S•.E FTVPCE'� VeN me% 01% +ACTSPE�hT-�•2t•.Ia.y+SPACE � •�ENri``- � WINCHIP _ 'b✓NFi:C a=A.,tlst:,EYu..:s4.As.D nP.D:Eu•,,tNc- t'+�c:'°er: :'"eePPc-'w'•m.'s''Aes - NGINEERINGz islaej •t ss ST-003 e+:fu4_::eaP.[SC Wi,.111,J,6?&.7r1A IRA2: 411'd111 la 25aL 113 (tr7 V Mike Palmer a From: tobys2003@aim.com Sent: Wednesday, September 13,2017 10:51 AM To: Mike Palmer Cc: Craig Brown Subject: Under ground propane tank for utilties for Queensbury Truck Stop Attachments: Underground propane tank for utilities20170913_10402561.pdf Hi Mr.Mike Location of the 1000 gallon under ground tank is originally does not have 10 feet set back. I had a meeting with John Ray&Sons propane and contractors this morning which they suggested in one of the parking space out of 4 parking spaces right by Ridge Road as shown in attachment. Seems like suitable place. I need your approval as well as from zoning department too. Total parking spot shown on site plan are 37 which`is included the truckers parking too. Please let me know. Regards Toby Cell 518 361 3276 1 I lint, -,L.W;f ;:y v► Town of Queeusbury FIRE MARSHAL'S OFFICE FIRE ALARM SYSTEM INSPECTION DATE: 13 1 FA CONTRACTOR LOCATION: �5�'J'r�C �4�rr` CENTRAL STATION TIE IN AND CONFIRMED COPY OF LICENSE FIRE ALARM PLANS AND CUT SHEETS PROVIDED RECORD OF.COMPLETION PROVIDED NFPA 72 INSPECTION REPORT PROVIDED FIRE DEVICES VISIBLE DO NOT RESET STICKER ON PANEL ZONE CHART PROVIDED STROBE FUNCTION ON SILENCE ACTIV /:DIS:ABLDED ALL REQUIED KEYS PROVIDED FUNCTION TEST: PULL STATION Vol, SMOKE DETECTOR HEAT DETECTOR v000l \tiL j HORN STROBE HVAC SHUTDOWN ANSUL TIE IN cFUEL ISLAND TIE IN TAMPER FLOW -CO DETECTION i ne•s.ee�n-ar �e<.sa+taetiax .tcsa� r � 'I g a j��j„' *cae.'ac. -: -e• tic¢ _ ... __-. `$� ee^ri*'ixae kQ�' eess {-1.ttsv f{ - 4 ' i TZ I+tNiu i i � %' mar•.u c I r tl r.._. r - � "`,`-_ ��:°`-''�-� I I ' � � ._�'C �n.o<.a .) , lwsom..ea t��9�,'.�.—.. 1_-c i�. ;..�_��._.�_ .•✓�, 1 �:' I I - ' � sZSr.r�4 I r [nw4PF I L --� � � �`'•�"�! �1'^"_E!� �� ' f f i r. oa r!a'�` rraesr.4 -a �� _i ��.. r T•t__ !._�.i n "., _.y ei+r �I '�'r"'-_�7�U' zl ` i 9-.G S 'n.'YC '4'- .1 4 q c c c c c ! to, _ ts+wrKss�n "FF dr rr ,d, ,}, ! fy�•e _ _ - - 2 f, 4 i j rr i'�. f ,y, yl 4• e� T rI u1 -y ,D T js z „ 5� tuq�i�uns. �: i �� •' 9 f"i�� n a _ a .. 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F , C++.raa-tt/:..T '�}1 -d•' u_deFv....xe-aos-o:`ruruta _ - -- _- �` wr.T,t..••• � I FLOOR PLAN �.� �:�:;.�:. � f i, ' SCALE IIW m T' ` ' 6 t�iari:-s�ct,rGa�aa[s��aears�3vrr� , ` I ` r E INTERIOR FINISH SCHEDULE f a uFx•--s -.�—' .les••+°ruz'.tita,xaf9 rtG?xK£t I Tm3E3..- :� �,,� Del•1Fse�c • i rexw.-s m•lt r:rrt+ I[:muw y irx.C-C, Ii �itlj i.0 qq "-"'"EL -.s: da.aM ie,C a RNVL.« ',-j rslc➢r_ -t'rm',•. es a• y I i i tA.'•s £s --- �L,t. { - to NlC ! 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(CUSiOLiER I SIZ I REV i JOD NO_, I• E e FttGHFSiT'E NOLAN.STRUCTURAL ENGINT-M ti• `�'&"'��°'°`�i p ):1SAD PETROLEU:.1' r RIC6T�P8IIL.k'�>E.'GT."EEFdC....�1f.R :.�xaFnsss:;Esv.'.�t.l t NYSREGISTERED PROFESSIONAL ENGINEER Lcwa3929 _ �ca�*.saLstY€a 'PR03LCi ? �.334JStG$LEV RD.DURtdT FtlLLS•NY T21t27 ptt St&3803i!iEt VJ6dr.°:wOLo28-ECIGBM�fiaG,?y"-F�IbT `st ..�_ t i�,ssznste;ti_scs,W�r.•mwrnv taste; {yS{ A-ED } 3;G`F 1•i REFER TO aUMV MMIS 9 ��L�j. (� ...- EJ aD ftiitlRE DEaI SEM E �. . ,'(gyp SCiCE .p. y i a i-{_• s� / MK 3a��,f. ® [[��}} � y" n.Riliaaw•u5 x33 �-- 1 �� ? E - a STCRASE tip• n I ID 1 P5 L ti?3,[�, •• 1 ruewc t- 'Lr -7 6_i -_��—j—•d—s - �. c tER TPIS ti ; g) 4= N41T IM Q 770 -16 e9l eN 2 2 ' }p S^..Trrl 6UC4(�Cr:.II09}tOkD%AE�lAR1tW1 . BE— ELECTRICAL Up1W1D6NpED 111:D . � Lbr• � p�jE]aC0!t1iC•iDf.•7 Se9M0.TELRCiGf ELECTRICAL PLAN cm rmm `R .: t�•6TE:• j Q LAE4:LLE't�YGiJ.t1'a1;tiN:O Fl+".EEY=:vUWLA1CCA7l07JST02EDE1E�7•eJN:1Ht0!:IR.ICTCR ' � °fir l YOr�It- {i.PE_ d, S msA Au s: 'APPROVALS ._. D • ravvaaxs7ATE DRAWN BY 1 ECa;C1;rOfa uv:FGxA�tY. 12 EE NOLAN ENGINEERING PLLC• � ? ``"-_"�� ' DER IfT—MISHV O:�ECT[SMA ENGINEER I ALIM`taS£OPn'tOFE:rGWtJi , ENGMERJOALH M RIC4iNOLAN JNY W/Y A Y FLAI S•. I INSPECTION AND TESTING FORM DATE: 13 FEBRUARY 2018 TIME: 9:45 AM SERVICE ORGANIZATION PROPERTY NAME(USER) Name: NEW YORK FIRE AND SECURITY -Name: ASAD PETROLEUM Address: 4 GLENS FALLS TECHNICAL PARK GLENS FALLS,NY 12801 Address: 985 STATE ROUTE 149,QUEENSBURY,NY 12804. Representative: ETHANWINTER' Owner Contact: TOBYASAD License No.: 12006076894 Telephone: 5183613276 Telephone:5187I9e-9551 MONITORING ENTITY APPROVING AGENCY Contact: EMERGENCY 24 MONITORING Contact: N/A Telephone: 800-877-3624 Telephone: N/A Monitoring Account Ref.No.: 113856 TYPE TRANSMISSION SERVICE ❑ McCulloh ❑ Weekly ❑ Multiplex ❑ Monthly. ; m Digital ❑ Quarterly ❑ Reverse Priority ❑ Semiannually ❑.RF .0 Annually ❑ Other(Specify) ❑ Other(Specify) Control Unit Manufacturer: ADEMCO Model No:: VISTA 128 FBP Circuit Styles: CLASS B i Number of Circuits: 2 Software Rev.: 4.07 Last Date System Had Any Service Performed: New. Last Date that Any Software or Configuration Was Revised: N/A ALARM-INITIATING DEVICES AND CIRCUIT INFORMATION Quantity Circuit Style 6 Class B Manual Fire Alarm Boxes Ion Detectors 10. Class B �, Photo Detectors Duct Detectors 7 Class B ✓ Heat Detectors Waterflow Switches. Supervisory Switches Other.(Specify): Security devices as well i (NFPA Inspection and Testing:1 of 4) f I I ALARM NOTIFICATION APPLIANCES AND CIRCUIT INFORMATION' Quantity Circuit Style Bells Class B Horns . Chimes Class B Strobes Speakers Other(Specify): No.of alarm notification appliance circuits: 2 Are circuits monitored for-integrity? ® Yes - ❑No SUPERVISORY SIGNAL-INITIATING DEVICES AND CIRCUIT INFORMATION Quantity Circuit Style Building Temp. t Site Water Temp: Site Water Level, Fire Pump Power Fire.Pump Running Fire Pump Auto Position. Fire Pump or Pump Controller Trouble ; Fire Pump Running Generator In Auto Position Generator or Controller Trouble Switch Transfer Generator Engine Running Other: i SIGNALING LINE CIRCUITS Quantity and style(See NFPA 72;Table 3-6)of signaling line circuits connected to system:, Quantity 1, Style(s)Class B SYSTEM POWER SUPPLIES a. Primary.(Main): Nominal Voltage 119.7 Amps 20 Overcurrent Protection: . Type surge protector .,Amps 20. Location(ofprimary Supply Panelboard): Mechanical Room Disconnecting Means Location: Breaker b. Secondary(Standby): Back-up Battery Storage Battery: Amp-Hr.Rating 14 Calculated capacity to operate system,in hours: 24-• 60 Engine-driven generator dedicated to fire alarm system: Location of fuel storage: TYPE BATTERY ❑ Dry Cell ❑ Nickel-Cadmium © Sealed Lead-Acid ❑ Lead-Acid . .❑ Other(Specify): c.. Emergency or standby system used as a backup to primary power supply,instead of using a secondary power supply: Emergency system described in NFPA 70,Article 700 Legally required standby described in NFPA 70,Article 701 Optional standby system described in NFPA 70,Article 702,which also meets the performance requirements of Article 700 or 701. i (NFPA Inspection and Testing 2 of 4) l I I PRIOR TO ANY_TESTING NOTIFICATIONS ARE MADE Yes No Who Time Monitoring Entity O ❑ Emergency 24 Building Occupants ❑ ❑ All present Building Management ❑ ❑ Other(Specify) ❑ ❑ AHJ(Notified)of Any Impairments ❑ ❑ SYSTEM TESTS AND INSPECTIONS TYPE Visible. Functional Comments Control Unit ❑ O Interface Eq. ❑ ❑ Lamps/LEDS O ❑ Fuses ❑ ❑ Primary Power.Supply ❑ ❑ Trouble Signals ❑ El Disconnect Switches ❑ ❑ Ground-Fault Monitoring ❑ . ❑ SECONDARY POWER TYPE Visible Functional Comments Battery Condition . © New Load Voltage O Discharge Test ❑ Charger Test. Cl Specific Gravity . ❑ TRANSIENT SUPPRESSORS O REMOTE ANNUNCIATORS O O NOTIFICATION APPLIANCES. Audible O O Visual El E3 Speakers. ❑ ❑ Voice.Clarity ❑ INITIATING AND SUPERVISORY DEVICE TESTS AND INSPECTIONS Device. Visual ..Functional Factory Meas. Loc.&SIN Type Check Test Setting Setting Pass Fail See device ❑ ❑ - ❑ ❑ Form p p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . ❑ ❑ ❑. ❑ Comments: (NFPAIInspection and Testing 3 of 4) i EMERGENCY COMMUNICATIONS EQUIPMENT Visual _ Functional Comments Phone Set ❑ ❑ Phone Jacks ❑ p Off-Hook Indicator ❑ ,❑ Amplifier(s) ❑ ❑ I Tone Generator(s) ❑ ❑, Call-in Signal ❑ ❑ System Performance ❑ p Device Simulated Visual Operation Operation INTERFACE EQUIPMENT (Specify) ❑ ❑ ❑ (Specify) ❑ ❑ ❑ (Specify) p ❑ ❑ SPECIAL HAZARD SYSTEMS . (Specify) ❑ ❑ ❑. (Specify) ❑ p p (Specify) ❑ ❑ ❑ Special Procedures: Comments: SUPERVISING STATION MONITORING Yes No Time Comments Alarm Signal ❑ ❑ Alarm Restoration ❑ ❑ Trouble Signal ❑ ❑ Supervisory Signal ❑ ❑ Supervisory Restoration ❑ p NOTIFICATIONS THAT TESTING IS COMPLETE Yes No 'Who Time Building Management 23 p Em.24 Monitoring Agency ❑ ❑ All present Building Occupants ❑ .❑ Other(Specify) q ❑ The following did not operate correctly: System restored to normal operation: Date: Time: THIS TESTING WAS PERFORMED IN ACCORDANCE WITH APPLICABLE NFPA STANDARDS. Name of Inspector:.Ethan Winter Date:2/13/18 Time: s:ao am Signature: Name of Owner.orRepresentative: Date: Time: Signature: (NFPA Inspection and Testing 4 of 4) i Customer Device List Customer Name: ASAD PETROLEUM Date:2/13/2018 Device ID Brand Model Type "Location CO Date Exp. 1 System Sensor BKCO1224 CO Detector Retail 2027 2 S.S. BKC01224 CO Detector Utility Room 2027 3 Ademco 958 O/H 'O/H Do or`lContact 4 Ademco 7939 Surface Mount - ; - Front Door Contact 5 Ademco 956 Recessed ;`` >'"POS Door Contact 6 Ademco 956 Recessed Rear Hall Door Contact 7 Ademco" 956 Recessed _ Lounge Door Contact 8 Ademco 956 Recessed Shower Door Contact 9 Firrel-ite BG1224 Manual Pull.Statiom,,i Front Door Pull --r 10 Honeywell 5193SDT 4 4---Photoelectric Smoke Retail Smoke 11 Honeywell 5193SDT P.E.Smoke Retail-Smoke 12 • Honeywell 5193SDT f P.E.Smoke Retail Smoke 13 Honeywell 5193SDT P.E.Smoke Retail Smoke 14 Honeywell - 5193SDT�e_ _ __Photoelectric.Smoke - POS Smoke - - - - 15 FireLite �- .BG1224,. Manual Pull Station POS Pull 16 - Honeywell 5193SDT. Photoelectric Smoke Rear Hall Smoke 17 FireLite BG1224. Manual Pull Station Rear,Hall Pull 18 FireLite . BG1224 Manual Pull Station Lounge Pull Customer Device list Customer Name: ASAD PETROLEUM Date:2/13/2018 Device ID Brand Model Type Location CO Date Exp. 19 Honeywell 5193SDT Photoelectric Smoke Liquer Store Smoke 20 Honeywell 5193SDT P.E.Smoke DD-POS Smoke 21 Honeywell• 5193SDT P.E.Smoke r, DD Smoke 22 Honeywell 5193SDT- Photoelectric Smoke 'yDD.Back Smoke 23 FireLite BG1224. Manual Pull Station ' ` . ` '" Y DD Back Pull d 24 System Sensor 5601 P 135 Degree Heat ` ' Women§Bath Heat 25 S.S. 5601 P 135 Degree Heat >;..,'-=`` Mens Bath Heat 26 S.S. 5604 194 Degree fixed Heat,,. Pizza Vendor Heat 27 S.S. 5601 P 135;Degree,Heat`, ' Shower Heat 28 FireLite BG1224 .Manual Pull Station Utility Pull 29 Honeywell 5193SDT Phototeleotrib Smoke Utility Smoke 30 S.S. 5601 P a 135 Degree Heat DD Storage Heat 31 S.S. 5601 P 135 Degree Heat Retail Storage Heat - -- - ---ATM-Motion - - - - ---- - 3 Honeywell 'IS2500SN,' ___ P R Motion _ _- _ — - 33 Honeywell `'`e;` IS2500SA PIR POS Motion 34 Honeywell _ IS2500SN PIR Cooler Motion 35 Honeywell IS2500SN PIR DD Drivethru Motion 36 Honeywell IS2500SN PIR Motion DD Back Motion Customer Device List Customer Name:ASAD PETROLEUM Date:2/13/2018 Device ID Brand Model Type Location. CO Date Exp. 37 Honeywell USHU82A/5816 Wireless Transmitter Pizza Panic 38 Honeywell USHU132A/5816 W:Trans P S Panic 1 39 Honeywell USHU132A/5816 W.Trans `EPOS Panic 2 40 Honeywell USHUB2A/5816 Wireless Transmitter . _ �:�.Liquer Panic 41 42 t 43 44 ati 45o. . 46 47 48ell - 49 50 - -- - - - - - -- — _ - - - 51 52 .,..: , 53 54