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CONSTRUCTION NOTES
<br />1. GENERAL
<br />A. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE PRINCIPLES OF GOOD
<br />CONSTRUCTION PRACTICE.
<br />B. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR THE SAFETY (INCLUDING FIRE SAFETY) OF THE NEW, AS WELL AS EXISTING,
<br />STRUCTURES. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING,
<br />AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY
<br />ORDINANCES. ANY DEVIATION FROM SUCH ORDINANCES MUST BE APPROVED PRIOR
<br />TO ERECTION. THAT RESPONSIBILITY SHALL APPLY CONTINUOUSLY AND SHALL NOT
<br />BE LIMITED TO NORMAL WORKING HOURS.
<br />C. THE CONTRACTOR SHALL CHECK ALL INFORMATION ON THE PLANS (INCLUDING
<br />DIMENSIONS) PRIOR TO COMMENCING THE WORK. ALL DISCREPANCIES SHALL BE
<br />CALLED TO THE ATTENTION OF THE ENGINEER, AND SHALL BE RESOLVED BEFORE
<br />PROCEEDING WITH THE WORK.
<br />D. ALL CONSTRUCTION WORK (INCLUDING, BUT NOT LIMITED TO, MEANS, METHODS,
<br />SEQUENCES, TECHNIQUES, PROCEDURES, ETC.) IS THE SOLE RESPONSIBILITY OF
<br />THE CONTRACTOR.
<br />THE RECOMMENDATIONS (IF ANY) ON THESE PLANS REGARDING THE MEANS,
<br />METHODS, SEQUENCES, TECHNIQUES, PROCEDURES, ETC. OF CONSTRUCTION
<br />SHALL BE CONSIDERED AS MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL NOT
<br />DEVIATE FROM THESE RECOMMENDATIONS UNLESS SUCH DEVIATION IS TOWARD
<br />MORE STRINGENT REQUIREMENTS.
<br />E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF WORKING
<br />CONDITION OF ALL EXISTING COMPONENTS AND STRUCTURES AFFECTED BY THIS
<br />CONSTRUCTION. THE CONTRACTOR SHALL CONSTANTLY KEEP THE AREA OF
<br />CONSTRUCTION FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS. AT THE
<br />END OF WORK, THE CONTRACTOR SHALL REMOVE ALL WASTE, SURPLUS MATERIAL,
<br />TOOLS, AND EQUIPMENT.
<br />F. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER
<br />HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONJUNCTION WITH
<br />THIS PROJECT EXCEPT FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE
<br />ENGINEER. ANY LIABILITY BY SGE AS RELATED TO THIS PROJECT IS LIMITED TO THE
<br />ENGINEERING FEES RECEIVED FOR THE SERVICES RENDERED.
<br />G. ALL MATERIALS, STRUCTURES, AND WORKMANSHIP SHALL CONFORM TO THESE
<br />PLANS, CALCULATIONS, AS WELL AS TO THE ESTABLISHED GUIDELINES SET FORTH
<br />BY THE LATEST ADOPTED EDITIONS OF 2018 WASHINGTON STATE BUILDING CODE,
<br />AISC MANUAL OF STEEL CONSTRUCTION, ACI 318, AND ALL OTHER APPLICABLE
<br />REGULATORY DOCUMENTS. IN CASE OF ANY CODE CONFLICTS, THE CONTRACTOR
<br />SHALL CONTACT SGE
<br />H. THESE PLANS AND CALCULATIONS ARE BASED UPON THE ASSIGNMENT FROM, AS
<br />WELL AS ON THE INFORMATION ABOUT, THE NEW EQUIPMENT, AS PROVIDED BY
<br />CASCADE COFFEE [MR. DENNIS STICKLES, TEL. (425) 347-3995].
<br />I. THIS DESIGN SHALL BE USED EXCLUSIVELY BY CASCADE COFFEE, AS WELL AS
<br />THEIR CONTRACTOR(S). ANY OTHER USE (INCLUDING, BUT NOT LIMITED TO, REVIEW,
<br />DISSEMINATION, OR COPYING) OF THESE DESIGN MATERIALS AND ANY PORTION
<br />THEREOF, AS WELL AS AN USE OF THOSE MATERIALS BY ANY PARTY OR PARTIES
<br />OTHER THAN THE ONES SPECIFIED ABOVE, ARE STRICTLY PROHIBITED UNLESS
<br />UNDER A WRITTEN PERMISSION BY SGE.
<br />J. DO NOT SCALE THE PLANS.
<br />K. REFER TO SPECIAL INSPECTION SCHEDULE FOR ALL SPECIAL INSPECTION C
<br />REQUIREMENTS.
<br />L. THESE PLANS SUPERSEDE ANY OTHER PLANS PREVIOUSLY ISSUED BY SGE FOR
<br />THE SUBJECT PROJECT.
<br />M. THE MEASUREMENTS SHOWN ON THE PLANS ARE BASED UPON THE CATALOGUED
<br />(IDEAL) DIMENSIONS OF THE EQUIPMENT THE CONTRACTOR SHALL VERIFY THE
<br />DIMENSIONS AGAINST THOSE OF THE TEMPLATE AND/OR OF THE ACTUAL
<br />EQUIPMENT PRIOR TO ANY CONSTRUCTION ACTIVITIES.
<br />2. DESIGN CONSIDERATIONS
<br />A. THESE STRUCTURAL PLANS AND CALCULATIONS WERE DEVELOPED BY SGE
<br />RESTRICTIVELY IN REGARD TO THE INSTALLATION OF A 9,000-GALLON LIN TANK &
<br />VAPORIZER AT CASCADE COFFEE, 1525 75TH ST SW #100, EVERETT, WA 98203.
<br />B. THIS DESIGN DOES NOT CONSIDER THE STRUCTURAL ADEQUACY OF THE
<br />EQUIPMENT (LEGS, BASEPLATES, AND CONNECTIONS BETWEEN THESE MEMBERS
<br />BY OTHERS). FOR THE PURPOSES OF THIS DESIGN, ALL NEW EQUIPMENT WAS
<br />ASSUMED TO BE STRUCTURALLY ADEQUATE.
<br />3. LOADS
<br />THESE STRUCTURAL PLANS AND CALCULATIONS WERE BASED UPON THE
<br />FOLLOWING MINIMAL LOADS COMPLIANT WITH CHAPTER 16 OF THE 2018
<br />WASHINGTON STATE BUILDING CODE AND ASCE 7 (REFER TO SEISMIC PARAMETER A
<br />SCHEDULE).
<br />A. PROJECT INFORMATION:
<br />SITE LATITUDE, LONGITUDE 47.9336865,-122.256386
<br />RISK CATEGORY II
<br />B. WIND DESIGN DATA:
<br />BASIC WIND SPEED, MPH 110
<br />WIND EXPOSURE C
<br />C. EARTHQUAKE DESIGN DATA:
<br />SITE CLASS D
<br />SEISMIC DESIGN CATEGORY D
<br />SPECTRAL RESPONSE ACCELERATION PARAMETERS:
<br />SS 1.370
<br />S1 0.486
<br />SIDS 1.096
<br />SD1 0,722
<br />ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE
<br />4. SOILS
<br />A. THE DESIGN WAS BASED UPON THE REQUIREMENTS OF 2018 WASHINGTON STATE
<br />BUILDING CODE SECTION 1806 AND TABLE 1806.2.
<br />B. THE SOIL PRESSURE UNDER THE NEW EQUIPMENT PAD IS NOT EXPECTED TO
<br />EXCEED 1,000 PSF UNDER THE DEAD AND LIVE LOADS, AND 1,900 PSF UNDER DEAD,
<br />LIVE, AND SHORT-TERM LOADING.
<br />C. CONTRACTOR SHALL IMMEDIATELY INFORM SGE IF SOILS OF DIFFERENT NATURE
<br />OR PROPERTIES (GROUND WATER, APPARENTLY LOWER CAPACITY SOILS, OR
<br />AGGRESSIVE SOILS) WERE ENCOUNTERED DURING THE CONSTRUCTION.
<br />D. THE CONTRACTOR SHALL LOCATE, REMOVE, OR PROTECT ALL UNDERGROUND
<br />PIPING, CONDUITS, VAULTS, ETC. AS REQUIRED BY THE APPLICABLE CODE AND
<br />JURISDICTION,
<br />E. THE NEW PADS SHALL NOT BE PLACED AT THE FOLLOWING LOCATIONS:
<br />a. OVER ANY EXISTING STRUCTURE, AND/OR CAST AGAINST SUCH STRUCTURES;
<br />b. CLOSER THAN 6" (CLEAR) TO, ANY EXISTING FOOTINGS;
<br />c. CLOSER THAN 24" TO ANY EXISTING WALL;
<br />d. AT/ABOVE EXISTING RETAINING WALLS UNLESS FURTHER AWAY (CLEAR) THAN
<br />THE DEPTH OF THE WALL.
<br />ANY OF THE ABOVE CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE
<br />ATTENTION OF SGE PRIOR TO THE BEGINNING OF CONSTRUCTION OR UPON
<br />DISCOVERY. NO WORK SHALL BE CONDUCTED ON THE PADS AT SUCH LOCATIONS
<br />UNTIL WRITTEN AUTHORIZATION BY SGE
<br />F. AS A MINIMUM, THE SOIL IMPROVEMENTS SHALL INCLUDE THE FOLLOWING.
<br />THE NEW PADS SHALL BE UNDERLAIN BY A 18" MIN. LAYER OF STRUCTURAL FILL
<br />CONSISTING OF CLEAN CRUSHED STONE, GRAVEL, OR CLASS If BASE COMPACTED
<br />TO A FIRM AND UNYIELDING CONSISTENCY WITH A MINIMUM OF 4 PASSES OF A
<br />VIBRATORY PLATE COMPACTOR OR DRUM ROLLER WITH A MINIMUM STATIC WEIGHT
<br />OF 500 POUNDS. THE STRUCTURAL FILL SHALL BE PLACED OVER A GEOTEXTILE
<br />FABRIC SUCH AS MIRAFI 600X, OR AN EQUIVALENT.
<br />ALTERNATIVELY, CONTROLLED LOW STRENGTH MATERIAL (CLSM) WITH A MAXIMUM
<br />COMPRESSIVE STRENGTH OF 50 PSI MAY BE USED PER NATIONAL READY MIXED
<br />CONCRETE ASSOCIATION GUIDE SPECIFICATION AND ALL APPLICABLE ASTM
<br />STANDARDS.
<br />G. ALL EARTHWORK IS RECOMMENDED TO BE CONDUCTED UNDER THE GUIDANCE OF
<br />A REGISTERED GEOTECHNICAL OR CIVIL ENGINEER.
<br />H. A GEOTECHNICAL ENGINEER FAMILIAR WITH THE SITE IS RECOMMENDED TO
<br />REVIEW THESE PLANS, AS WELL AS THE EXCAVATION AND IMPROVEMENTS OF SOIL.
<br />THE PLACEMENT OF REBARS AND CONCRETE IS RECOMMENDED NOT TO
<br />COMMENCE WITHOUT A WRITTEN AUTHORIZATION (MEMO) FROM THE
<br />GEOTECHNICAL ENGINEER STATING THE ADEQUACY OF THE DESIGN ASSUMPTIONS
<br />AND THE ACTUAL EXCAVATION. THE FOUNDATION TYPE AND/OR SIZE MAY CHANGE
<br />AS A RESULT OF THE REVIEW BY A GEOTECHNICAL ENGINEER, OR OF THE
<br />DISCOVERY OF SOILS THAT DIFFER FROM THE ORIGINAL DESIGN ASSUMPTIONS.
<br />5. CONCRETE
<br />A. ALL NEW REINFORCED CONCRETE SHALL BE OF NORMAL WEIGHT (145 PCF):
<br />a. MINIMUM COMPRESSIVE STRENGTH OF IN 28 DAYS 4,500 PSI ASTM C39;
<br />b. PORTLAND CEMENT TYPE IIA ASTM C150;
<br />c. MAXIMUM AGGREGATE SIZE 1 ASTM C33;
<br />d. MAXIMUM WATER -CEMENT RATIO 0.45
<br />B. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF SEVEN
<br />(7) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF
<br />SATISFACTORY PERFORMANCE CAN BE ASSURED.
<br />C. THE SURFACE OF ALL NEW CONCRETE SHALL BE FLAT (1/8" MAX. UNFLATNESS
<br />UNDER 10-FT STRAIGHTEDGE), AND SHALL HAVE ROUGH BROOM FINISH. FORM 3/4"
<br />CHAMFERS AT ALL EXPOSED EDGES OF CONCRETE. UNLESS NOTED OTHERWISE,
<br />THE SURFACE OF CONCRETE SHALL SLOPE AT 0.75% MAX. FOR DRAINAGE.
<br />D. CONTRACTOR SHALL ASSURE FULL AND UNIFORM CONTACT BETWEEN CONCRETE
<br />SURFACE AND EQUIPMENT BASEPLATES. IF NECESSARY, USE NON -SHRINK
<br />GROUTING UNDER BASEPLATES (SIKAGROUT 212 OR APPROVED EQUAL).
<br />E. NEW CONCRETE MAY BE PROTECTED WITH SIKATOP SEAL 107 OR APPROVED EQUAL
<br />(BREATHABLE, EXTERIOR) SEALER.
<br />F. UNLESS SPECIFICALLY AUTHORIZED BY SGE, INSTALLATION OF EQUIPMENT MAY
<br />BEGIN NOT EARLIER THAN 7 DAYS AFTER POURING OF CONCRETE.
<br />6. REINFORCING STEEL
<br />A. UNLESS NOTED OTHERWISE, ALL REINFORCING STEEL SHALL CONFORM TO ASTM
<br />SPECIFICATION A615 GRADE 60. ALL REBARS CONNECTED BY, OR SUBJECTED TO,
<br />WELDING SHALL BE OF ASTM SPECIFICATION A706.
<br />B. ALL REINFORCING STEEL SHALL BE SPLICED WITH CLASS B SPLICES. SPLICE
<br />LENGTHS SHALL BE AS FOLLOWS:
<br />MINIMUM SPLICE LENGTH
<br />NWC
<br />fc=4,500 PSI
<br />TOP REBAR
<br />BOTTOM REBAR
<br />PAD THICKNESS
<br />>12"
<br />512"
<br />ANY
<br />#4
<br />19"
<br />15"
<br />15"
<br />N
<br />#5
<br />24"
<br />18"
<br />18"
<br />X
<br />#6
<br />28"
<br />22"
<br />22"
<br />m
<br />#7
<br />41"
<br />32"
<br />32"
<br />w
<br />w
<br />#8
<br />46"
<br />35"
<br />35"
<br />#9
<br />58"
<br />45"
<br />45"
<br />C. STANDARD HOOKS SHALL BE CONSTRUCTED AS FOLLOWS:
<br />STANDARD HOOKS
<br />TYP
<br />RADIUS (R, IN.)
<br />EXTENSION (EXT, IN.)
<br />DIAGRAM
<br />BEND
<br />90° 180°
<br />90°
<br />180,
<br />90°
<br />180,
<br />#3
<br />1 2
<br />6
<br />4
<br />EXT
<br />#4
<br />_
<br />8
<br />42
<br />N
<br />U)
<br />X
<br />#5
<br />-�2 -
<br />2 2
<br />10
<br />5
<br />#6
<br />3
<br />12
<br />6w
<br />m
<br />#7
<br />3 2
<br />14
<br />7
<br />w
<br />#8
<br />4
<br />16
<br />8
<br />D. REBARS SHALL BE HELD IN THE REQUIRED POSITION BY MEANS OF APPROVED
<br />DEVICES.
<br />E. REBAR SPACING SHOWN IS MAXIMUM DISTANCE BETWEEN REBAR CENTER LINES.
<br />F. REBARS SHALL BE CLEAN OF DIRT, OIL, SCALE, AND FOREIGN MATERIALS.
<br />7. POST -INSTALLED ANCHORS
<br />A. ALL ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
<br />INSTRUCTIONS.
<br />B. ALL VAPORIZER ANCHORAGE HARDWARE (THREADED, RODS, NUTS, AND WASHERS)
<br />SHALL BE GALVANIZED.
<br />C. THE ANCHORAGE HARDWARE SHALL STRICTLY MEET THE NOTED ASTM
<br />SPECIFICATIONS, PARTICULARLY: THREADED RODS - F1554 GRADE AS SHOWN; NUTS
<br />- ASTM A194 GRADE 2H OR ASTM A563 GRADE DH; PLATE WASHERS - A36; CIRCULAR
<br />WASHERS - F436.
<br />D. STEELS OF HIGHER GRADES OR DIFFERENT ASTM SPECIFICATIONS SHALL NOT BE
<br />USED WITHOUT A REVIEW AND WRITTEN APPROVAL BY SGE.
<br />E. THE SET ANCHOR ROD SHOULD NOT BE DISTURBED OR LOADED DURING THE
<br />SPECIFIED CURING TIME.
<br />F. UNLESS SPECIFICALLY AUTHORIZED BY SGE, INSTALLATION OF THE ANCHORS AND
<br />EQUIPMENT MAY BEGIN NOT EARLIER THAN 7 DAYS AFTER POURING OF CONCRETE.
<br />G. USE EQUIPMENT BASEPLATES AS A TEMPLATE FOR THE INSTALLATION OF THE
<br />ANCHORS. REFER TO PLANS BY OTHERS FOR THE ORIENTATION OF THE EQUIPMENT
<br />ON THE PADS.
<br />H. USE HAMMER DRILL AND CARBIDE BITS TO DRILL ANCHOR HOLES.
<br />8. STRUCTURAL STEEL
<br />A. STRUCTURAL STEEL (NEW EMBEDDED PLATES) SHALL BE DETAILED, FABRICATED
<br />AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN,
<br />FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND ASTM
<br />SPECIFICATION A36.
<br />B. STRUCTURAL STEEL SHALL BE WELDED IN COMPLIANCE WITH ANSI/AWS D1.
<br />WELDERS SHALL BE CERTIFIED AS REQUIRED BY THE GOVERNING CODE
<br />AUTHORITY. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS USING
<br />APPROVED COATED RODS (E-70XX OR BETTER). SHOP WELDING SHALL BE
<br />PERFORMED BY AN APPROVED FABRICATOR.
<br />C. UNLESS A LARGER SIZE FILLET WELD IS INDICATED, PROVIDE MINIMUM SIZE OF
<br />WELD PER AISC MANUAL TABLE J2.4. WELD LENGTHS INDICATED ARE THE NET
<br />EFFECTIVE LENGTH REQUIRED.
<br />D. FIELD CUTTING OR BURNING OF STRUCTURAL STEEL IS NOT PERMITTED WITHOUT
<br />THE WRITTEN APPROVAL OF SGE.
<br />E. REMOVE ALL BURRS AND SMOOTHEN ALL CORNERS TO 1/8" CHAMFER MINIMUM.
<br />F. ALL NEW STEEL SHALL BE SANDBLASTED, THOROUGHLY CLEANED, AND PAINTED.
<br />G. CORROSION PROTECTION:
<br />a. PREP: SSPC SP 1 SOLVENT CLEAN AND SSPC 2 AND 3 HAND AND POWER TOOL
<br />CLEAN.
<br />b. PRIME: MACROPDXY 646-100 5-10 MILS
<br />c. INTERMEDIATE: MACROPDXY 646-100 5-10 MILS
<br />d. FINISH: HI SOLIDS POLY 2-3 MILS
<br />9. ABBREVIATIONS
<br />AHJ AUTHORITY HAVING JURISDICTION MAX MAXIMUM
<br />BCD BOLT CIRCLE DIAMETER MIN MINIMUM
<br />BTM BOTTOM MIR MIRROR
<br />BW BOTH WAYS (N) NEW COMPONENT
<br />CJ CONTROL JOINT NIC NOT IN THIS CONTRACT
<br />CL CENTERLINE NOM NOMINAL
<br />CLR CLEAR NTS NOT TO SCALE
<br />CLSM CONTROLLED LOW -STRENGTH MATERIAL NWC NORMAL WEIGHT CONCRETE
<br />CONT CONTINUOUS OC CENTER -TO -CENTER
<br />CS CARBON STEEL OPP OPPOSITE
<br />DIA DIAMETER PL PLATE
<br />(E) EXISTING COMPONENT PSF POUNDS PER SQUARE FOOT
<br />EA EACH PSI POUNDS PER SQUARE INCH
<br />EJ EXPANSION JOINT REF FOR REFERENCE ONLY
<br />EMB EMBEDMENT REINF REINFORCEMENT
<br />FOR ENGINEER OF RECORD RPT REPORT
<br />EXT EXTENSION SIM SIMILAR
<br />(F) FUTURE COMPONENT SS STAINLESS STEEL
<br />FC FILL CONNECTION STD STANDARD
<br />GAL GALLON T&B TOP AND BOTTOM
<br />GALV GALVANIZED TBD TO BE DETERMINED
<br />HORIZ HORIZONTAL THK THICKNESS
<br />L LITER TOC TOP OF CONCRETE
<br />LAR LIQUID ARGON TOG TOP OF GRADE
<br />LIN LIQUID NITROGEN TOS TOP OF STEEL
<br />LNG LIQUEFIED NATURAL GAS TRANSV TRANSVERSE
<br />LONGIT LONGITUDINAL TYP TYPICAL
<br />LOX LIQUID OXYGEN LINO UNLESS NOTED OTHERWISE
<br />LWR LENGTH OF REBAR WRAPPING VERT VERTICAL
<br />THE SHOWN MINIMAL DISTANCES TO THE
<br />PAD EDGES, ANCHOR EDGE DISTANCES,
<br />NUMBER AND TYPE OF ANCHORS, AND
<br />EQUIPMENT CLEARANCE DISTANCES
<br />SHALL BE MAINTAINED.
<br />FOR SITE PLAN, EQUIPMENT LAYOUT AND
<br />ORIENTATION, AND OTHER INFORMATION
<br />REFER TO PLAN BY OTHERS.
<br />FOR ADDITIONAL INFORMATION,
<br />REFER TO CONSTRUCTION NOTES,
<br />PARTICULARLY, TO SECTIONS:
<br />"SOILS"
<br />"CONCRETE"
<br />"REINFORCING STEEL"
<br />"POST -INSTALLED ANCHORS"
<br />"STRUCTURAL STEEL"
<br />TYP
<br />t
<br />AS REQUIRED FOR
<br />ALL SIDES EXPOSED
<br />TO VEHICULAR
<br />IMPACT
<br />(N) SLIDING GATE
<br />BY OTHERS NIC
<br />(N) CHAIN LINK FENCE
<br />(N) BOLLARD CL 29 BY OTHERS, NIC REF
<br />70, NOTE 4E
<br />------------------ ---- ------------------------------------------ ---
<br />T-Yp- (N) VAPORIZER:
<br />5-LWS-I2M-F
<br />2 ANCHORAGE
<br />PER SCHEDULE
<br />(N) EMBEDDED PLATE FILL S2
<br />(3) TYP CONN B
<br />LOCATION PER DETAIL _
<br />(N) TANK
<br />1 9000-GALLON LIN
<br />FIELD WELDED TO
<br />52 EMBEDDED PLATES ❑ F
<br />EJ @ CONCRETE a,
<br />TYP TYP ONLY TYP
<br />6 7 8
<br />S2 S2 S2
<br />iTANK CENTER
<br />io
<br />TYP
<br />4
<br />i 0010'REF-
<br />7'
<br />2
<br />-------------------------------------------------------- - - - - - - - - - --
<br />(N) EQUIPMENT PAD-/
<br />30" THICK
<br />4500 PSI NWC
<br />REINFORCEMENT, B.W.: 8, 8' 8'-5" REF 4'-7"
<br />TOP: #6@16"
<br />BOT: #6@10"
<br />(N) SWINGING GATE
<br />BY OTHERS, NIC
<br />(N) PAD AND (N) EQUIPMENT LAYOUT
<br />PLAN, SCALE: 1" = 3'-0"
<br />DESIGN
<br />WEIGHT
<br />SEISMIC DESIGN DATA
<br />PARAMETER
<br />HEIGHT
<br />LRFD
<br />EMPTY
<br />FULL OR ICED
<br />I
<br />R
<br />SEISMIC
<br />BASE SHEAR
<br />EQUIPMENT
<br />FT
<br />UNIT
<br />KIPS
<br />KIPS
<br />COEFF.
<br />KIPS
<br />(N) TANK: 9,000-GAL LIN
<br />48.70
<br />109.50
<br />27.83
<br />1
<br />2
<br />0.548
<br />60.00
<br />(N) VAPORIZER: 5-LWS-12M-F
<br />2.40
<br />19.56
<br />23.09
<br />1
<br />2
<br />0.548
<br />10.72
<br />)�SEISM�ICDESIGN PARAMETER SCHEDULE
<br />EPDXY: HILTI HIT-HY 200 PER [CC ESR-3187
<br />WASHERS
<br />ANCHORAGE
<br />(1) EACH ANCHOR
<br />SPECIAL
<br />ANCHOR ROD
<br />INSPECTION
<br />0
<br />EMB
<br />EXT
<br />STEEL
<br /># PER
<br /># PER
<br />SIZE
<br />THK.
<br />HOLE 0,
<br />MATERIAL
<br />EQUIPMENT
<br />REQUIRED
<br />UNIT
<br />IN
<br />IN
<br />IN
<br />GRADE
<br />LEG
<br />UNIT
<br />IN
<br />IN
<br />IN
<br />(N) TANK: 9,000-GAL LIN
<br />FIELD WELDED TO EMBEDDED PLATE
<br />G
<br />----------------------
<br />(N) VAPORIZER: 5-LWS-12M-F
<br />1
<br />10
<br />6
<br />1
<br />4
<br />STANDARD GALV STEEL WASHER
<br />GALV
<br />REFER TO PLAN AND CONSTRUCTION NOTES FOR ADDITIONAL INFORMATION.
<br />B ANCHORAGE SCHEDULE
<br />U
<br />w
<br />r
<br />BUILDING
<br />CONTINUOUS
<br />PERIODICALLY
<br />REFERENCED
<br />VERIFICATION AND INSPECTION TASK
<br />DURING TASK
<br />DURING TASK
<br />STANDARD
<br />REPORT
<br />LISTED
<br />LISTED
<br />CONCRETE
<br />1. INSPECTION OF ANCHORS
<br />UPON
<br />POST -INSTALLED IN HARDENED
<br />X
<br />ACI 318: 17.8.2
<br />INSPECTION
<br />CONCRETE MEMBERS
<br />2. INSPECTION OF CONCRETE
<br />IBC: 1705.3
<br />CONSTRUCTION
<br />EXCEPTION 2.3
<br />SOILS
<br />1. VERIFY MATERIALS BELOW SHALLOW
<br />FOUNDATIONS ARE ADEQUATE TO
<br />ACHIEVE THE DESIGN BEARING
<br />X
<br />CAPACITY
<br />2. VERIFY EXCAVATIONS ARE EXTENDED
<br />TO PROPER DEPTH AND HAVE REACHED
<br />X
<br />-
<br />PROPER MATERIAL
<br />3. PERFORM CLASSIFICATION AND TESTING
<br />PRIOR TO
<br />OF FILL MATERIALS (EXCLUDING CLSM)
<br />X
<br />FOUNDATION
<br />POUR
<br />4. VERIFY USE OF PROPER MATERIALS,
<br />DENSITIES AND LIFT THICKNESSES
<br />DURING PLACEMENT AND COMPACTION
<br />X
<br />OF FILL (EXCLUDING CLSM)
<br />5. PRIOR TO PLACEMENT OF FILL, OBSERVE
<br />SUBGRADE AND VERIFY THAT SITE HAS
<br />X
<br />BEEN PREPARED PROPERLY
<br />STEEL
<br />AISC 360-10
<br />UPON
<br />1. INSPECTION OF FIELD WELDING
<br />X
<br />TABLE:
<br />INSPECTION
<br />N5.4-1,2,3
<br />DEPUTY INSPECTORS ARE REQUIRED TO BE REGISTERED AND APPROVED BY THE AHJ
<br />�^ SPECIAL INSPECTION SCHEDULE
<br />v
<br />CLIENT
<br />CASCADE
<br />- COFFEE -
<br />Cascade Coffee
<br />1525 75th St. SW, Suite 100,
<br />Everett, WA 98203
<br />z
<br />J
<br />z
<br />O
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<br />THESE PLANS WERE DEVELOPED RESTRICTIVELY
<br />FOR USE ON THE STRUCTURES AND BY
<br />PERSONS/COMPANY AS SPECIFIED IN THE TITLE
<br />BLOCK. ANY OTHER USE (INCLUDING, BUT NOT
<br />LIMITED TO, DISSEMINATION AND COPYING) OF
<br />THESE PLANS OR ANY USE OF THE PLANS BY ANY
<br />PARTY OR PARTIES OTHER THAN THE ONES
<br />SPECIFIED IN THE TITLE BLOCK, ARE STRICTLY
<br />PROHIBITED UNLESS UNDER A WRITTEN
<br />PERMISSION BY SGE
<br />S. GORDIN STRUCTURAL DESIGN
<br />& ENGINEERING SERVICES (SGE), INC.
<br />2081 Business Ctr Dr., Ste. 105, Irvine, CA 92612
<br />TEL. (949) 552-5244 FAX (949) 552-5243
<br />S TE ll
<br />WASgl �O
<br />June 29, 2021
<br />SGE JOB No. 521.053.396
<br />CASCADE COFFEE
<br />REVISIONS
<br />REV DATE DESCRIPTION tfr
<br />PP'd
<br />DATE: June 29, 2021
<br />DESIGNED BY EL
<br />APPROVED BY VSG
<br />TOTAL STRUCTURAL SHEETS - 2
<br />STRUCTURAL
<br />LAYOUT,
<br />NOTES &
<br />SCHEDULES
<br />smi
<br />
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