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PROJECTT
<br />PROJECT DESCRIFTION.
<br />CIVIL ENGINEER
<br />Borghousen Consulting Engineers Inc.
<br />Construct new QFC retail gasoline facility with a 172 square foot
<br />18215 - 72nd Avenue South
<br />cashier's kiosk building and 3,956 square foot, free-stonding pump
<br />Kent, WA 98032
<br />Project Contact: Joy Grubb, P.E.
<br />island canopy (with 5 multi -product dispensers)
<br />(425) 251--6222
<br />Install (1) 20,000 gallon, (1) 18,000 (split 10,000/8,000) gallon dual
<br />compartment underground gasoline storage tanks.
<br />CANOPY STRUCTURAL ENGINEER
<br />Miscellaneous site improvements such as paving, landscaping, signs, etc.
<br />Madison Industries
<br />19QO East 64th Street
<br />WORK,SCOPE OF
<br />Los Angeles, CA 90001
<br />Project Contact: Sam Frey
<br />(800) 377-3322
<br />The project consists of the construction of a QFC gasoline facility accessory to the QFC
<br />retail store. The fueling facility will be open 24 hours/cloy, 7 days/week and attended
<br />at all times the main store is open for business, During non -store hours the fuel
<br />KIOSK STRUCTURAL ENGINEER
<br />center will operate as a fully automated facility. The proposed facility will be owned and
<br />maintained by OFC. The QFC gasoline employees will be fully trained in the operation
<br />Sagebrush/Ventoire LLC
<br />and maintenance of the fueling facility.
<br />909 W. Wheeing Ave.
<br />Tulsa, OK 74110
<br />Project Contact: Ryon Kirk
<br />(918) 858-1412
<br />OFC Stores, Inc,
<br />P.O. BOX 42121
<br />MECHANCAL/ELECTRICAL ENGINEER
<br />PORTLAND, OR 97242
<br />Phone (503) 797-5617
<br />Borghousen Consulting Engineers Inc.
<br />18215 - 72nd Avenue South
<br />c/o Borghousen Consulting Engineers, Inc.
<br />Kent, WA 98032
<br />Project Contort: Omar Vasquez
<br />18215 - 72nd Avenue South
<br />(425) 251-6222
<br />Kent, WA 98032
<br />Owner's Contact; Mr. Chris Ferko
<br />� � CAL ENGINEER
<br />(425) 251-6222
<br />The Riley Group
<br />17522 Bothell Way NE
<br />SITE INFORMATION:
<br />Bothell, WA 98011
<br />Project Contact: Ricky Wong Ph.D, G.E., P.E.
<br />(425) 821 -7777
<br />ADDRESS. NEC of Evergreen Way & 50th Street SE
<br />Project No. 202Q 20
<br />Date; Januaryy 7,
<br />Everett, WA 98203
<br />APPROXIMATE SITE AREA- 23,000-- Sq.Ft.
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />ZONING INFORMATION, B-2 (BUSINESS)
<br />TAX LOT o: 00581900000101
<br />1. Concrete of 3000 psi or greater compressive strength:
<br />a, Periodic inspection of reinforcing steel and placement, per IBC Table 1704.4.1
<br />BUILDING INFORMATION,
<br />b. Continuous inspection of anchor bolts placed in concrete per IBC Table 1704.4.3
<br />c. Sampling of fresh concrete for strength tests, temperature, slump, and air content per
<br />IBC Table 1704.4.6
<br />PROJECT VALUATION- Canopy = $220„000
<br />Kiosk - 311,500
<br />2, Post- installed anchors:
<br />U.S.T.'s = $118,500
<br />a, Periodic inspection of installation of proprietary expansion or epoxy anchors in hardened
<br />Total = $350,000
<br />concrete per IBC Table 1704.4.4
<br />3. High -strength bolts:
<br />BUILDINGUSES.
<br />a. Periodic verification of identification workings on bolts, nuts and washers to conform to
<br />AS T M standards per IBC Table 1704.3.1 o
<br />Pump island conopy; retail -sales of gasoline.
<br />Cashier's Kiosk: Sales Office
<br />b, Confirmation of bolt manufacturer's certificate of compliance per IBC Table 1704.3. 1 b
<br />C. Periodic inspection of snug -tight joints per IBC Table 1704.3.20
<br />PROPOSED BUILDING SOUARE FOOTAGE:
<br />4. Field Welding:
<br />Pump island conopy: 3,956 square feet (5,398 S.F. Driveslob)
<br />0. Periodic inspection of field welding (if performed)
<br />Kiosk (cashier): 172 square feet
<br />b. Welding shall be performed by WABO certified welders
<br />CODE ANALYSIS:
<br />Report Requirement. -
<br />Special inspectors shall keep records of inspections. The special inspector shall furnish inspection
<br />C
<br />reports to the building official, and to the registered design professional in responsible charge.
<br />2018 International Building Code with Washington State Amendments
<br />Reports shall indicate that work inspected was or was not completed in conformance to approved
<br />2018 International Fire Code with Washington State Amendments
<br />construction documents. Discrepancies shall be brought to the immediate attention of the
<br />contractor for correction. If they ore not corrected, the discrepancies shall be brought to the
<br />JURISDICTION- City of Everett
<br />attention of the building official and to the registered design professional in responsible charge
<br />3200 Cedar Street, 2nd Floor
<br />prior to the completion of that phase of the work. A final report documenting required special
<br />Everett, WA 98201
<br />inspections and correction of any discrepancies noted in the inspections shall be submitted at a
<br />(425) 257-8810
<br />point in time agreed upon prior to the start of work by the applicant and the building official.
<br />All Special Inspections must be preformed by Special Inspection Agencies and Inspectors registered
<br />with the Washington Association of Building Officials and such Agencies and Inspectors shall be
<br />OCCUPANCY GROUP: M
<br />approved by the Building Official prior to construction.
<br />CONSTRUCTION E.
<br />CONCRETE MIX DESIGN
<br />11-13
<br />STORIES., One
<br />MAXIMUM BILDIN HEIGHT: 55' One Story
<br />GENERIC MIX DESIGN FOR FOUNDATION AND CANOPY DRIVESLAB:
<br />TYPICAL AGGREGATE COMPOSITION PER CUBIC YARD:
<br />FLOOR AREA: Canopy - 5,398 Sq. Ft,
<br />%s°' GRAVEL (ASTM 57) 1860 LBS 20 LBS
<br />Kiosk = 172 Sq_ Ft.
<br />SAND (CLASS 2) 1330 LBS ° 130 LBS
<br />TYPE I -II PORTLAND CEMENT 540 LBS 25 LBS (SIX -SACK MIX)
<br />Total = 5,570 Sq. Ft.
<br />WATER 36 GALLONS t 1 GALLON
<br />ALLOWABLE FLOOR AREA- 12,500 Sq. Ft
<br />AIR, ENTRAINMENT: (AT DRIVESLAB ONLY) 4.5% - 6.0%
<br />NO AIR ENTRAINMENT REQUIRED FOR FOUNDATION CONCRETE
<br />AREA INCREASES-. Not Required
<br />FIBERMESH REINFORCING: NONE
<br />28 DAY DESIGN STRENGTH: 3000 PSI MIN.
<br />FIRE SPRINKLERSm Not Required
<br />DESIGN SLUMP: %" MAX
<br />WATER/CEMENT RATIO: 48% - 53%
<br />NOTE:
<br />DENSITY: 144 PCF - 151 PCF
<br />THE 8'x21.7' KIOSK BUILDING FOR THIS PROJECT WILL BE
<br />SPECIAL INSPECTION AND TESTING: REQUIRED
<br />PREFABRICATED OFF -SITE AND TRANSPORTED TO THE SITE. THE
<br />KIOSK MANUFACTURER (Sagebrush/Ventaire) WILL BE UTILIZING 3rd
<br />PARTY INSPECTION BY WASHINGTON STATE CERTIFIED INSPECTORS AND
<br />WILL PROVIDE A CERTIFICATE OF INSPECTION FOR
<br />STRUCTURAL/WELDING, MECHANICAL AND ELECTRICAL INSTALLATIONS
<br />PER IBC. INSPECTION BY CITY OFFICIALS WILL BE REQUIRED AT
<br />INSTALLATION.
<br />t*
<br />OFIC Stores
<br />3800 S.E. 22nd Avenue
<br />Portland, Oregon 97202
<br />Phone (503) 797-3509
<br />Fax (503) 797--3539
<br />2 I1' . s i r wmp
<br />SHEET DESCRIPTION
<br />PROJECT TITLE SHEET, INDEX OF DRAWINGS
<br />-l.
<br />C1.0
<br />COVER SHEET
<br />C1,1
<br />LIMITED TOPOGRAPHIC SURVEY
<br />C2.0
<br />DEMOLITION PLAN
<br />C2.1
<br />TESC PLAN
<br />C2.2
<br />TESC DETAILS
<br />C3.0
<br />SITE PLAN
<br />C3.1
<br />HORIZONTAL CONTROL PLAN
<br />C4,0
<br />GRADING PLAN
<br />C5.0
<br />DRAINAGE PLAN
<br />C5.1
<br />DRAINAGE DETAILS
<br />C6.0
<br />UTILITY PLAN
<br />C6.1
<br />UTILITY DETAILS
<br />C6,2
<br />UTILITY DETAILS
<br />C7.0
<br />CONSTRUCTION DETAILS
<br />L-1 LANDSCAPE PLAN
<br />L-2 LANDSCAPE PLANTING NOTES AND DETAILS
<br />L-3 IRRIGATION PLAN
<br />A1.0 FLOOR PLAN AND FOUNDATIONS
<br />A1.1 CANOPY PLAN AND DETAILS
<br />A2.0 CANOPY ELEVATIONS
<br />A3.0 YARD DETAILS
<br />A3.1 YARD DETAILS
<br />REV. DATE
<br />91'-8" x 43'-0" (6) Column Canopy /42" fascia
<br />CS -1 COVER SHEET
<br />F-1 FOUNDATION PLAN AND DETAILS
<br />A-1 FRAMING AND LIGHTING PLAN
<br />A-2 ELEVATIONS
<br />A-3 SECTIONS AND DETAILS
<br />PREFABRICATED
<br />Rj s KIOSK
<br />K BLDG. Fg ' u h1z
<br />i
<br />CS-1
<br />COVER SHEET
<br />F-1
<br />FOUNDATION PLAN
<br />A-1
<br />FLOOR PLAN AND ELEVATIONS
<br />A-2
<br />BUILDING SECTION
<br />A-3
<br />BUILDING SECTION
<br />A-4
<br />SHELVING AND FLOOR FINISH PLAN
<br />S-1
<br />STEEL FRAMING PLAN
<br />S-2
<br />STEEL FRAMING DETAILS
<br />SP-1
<br />SPECIFICATION SHEET
<br />ES-1
<br />EQUIPMENT SCREEN
<br />E-1
<br />ELECTRICAL PLANS
<br />E-2
<br />ELECTRICAL SCHEDULES AND DETAILS
<br />P-1
<br />PLUMBING PLANS
<br />M-1
<br />MECHANICAL PLANS
<br />ELECTRICAL DRAWINGS
<br />E1.0 ELECTRICAL PLANS AND DETAILS
<br />E2.0 ELECTRICAL PANELS
<br />E3.0 ELECTRICAL AND LEAK DETECTION WIRING (FRANKLIN)
<br />3J?,f`:_ INSTALLATION
<br />._ i'+, Ir 'ti `'z .iDRAWINGS
<br />Y$RA?S'yl. S
<br />T1,Q
<br />UNDERGROUND TANK AND PIPING SITE PLAN
<br />T 2,0
<br />TANK AND PIPING MATERIALS LIST
<br />T2.1
<br />TANK AND PIPING MATERIALS LIST
<br />T 3.0
<br />20K GALLON TANK DETAILS
<br />T3.1
<br />SK-10K GALLON TANK DETAILS
<br />T4,0
<br />TANK SLAB, ANCHORING DETAILS
<br />T5.0
<br />TANK TURBINE SUMP DETAILS
<br />T6.0
<br />TANK TURBINE SUMP AND DETAILS
<br />T7.0
<br />TANK FILL SUMP AND DETAILS
<br />T8,1
<br />DISPENSER AND PIPING DETAILS WAYNE OVATION 3+1
<br />PERMIT RELEASE: 07/16/21
<br />PERMIT RESUBMITTAL:
<br />RID RELEASE:
<br />CONSTRUCTION RELEASE:
<br />Permit#:
<br />B2111--008
<br />Site Address:
<br />491-9 EVERGREEN MAY
<br />Owner,
<br />Tenant:
<br />CLAREMONT VILLAGE STATION LLC
<br />APP, Date:
<br />QFC - FUELING STATION
<br />1113/2021
<br />Proposed Use:
<br />NEW COMMERCIAL
<br />Description:
<br />CONSTRUCT NEW QFC RETAIL FUELING
<br />STATION
<br />Reviewed By:.
<br />PDate,
<br />F
<br />.Office Set
<br />Job Site Set Fire,/Planning Set
<br />THESE DOCUMENTS HAVE NOT BEEN
<br />APPROVED FOR THE ISSUANCE OF
<br />PUBLIC WORKS, MECHANICAL, FIRE
<br />SUPPRESSION, ELECTRICAL OR
<br />PI LI INC PERMITS:
<br />CITY OF EVERETT
<br />e l I ,,
<br />Plumbing EJ Sprinkler
<br />Mechanicai
<br />Electrical
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