|
2'x2' CHAMFER AT
<br />CORNERS OF
<br />CONCRETE SLABS
<br />(TYP.) UNLESS
<br />ADJOINING OTHER
<br />CONCRETE PAVING
<br />CANOPY COLUMN BASE
<br />BLOCKOUT. REFER TO
<br />CANOPY BASE DETAIL
<br />AND NOTES THIS
<br />SHEET (TYP.)
<br />DISPENSER
<br />ISLAND (TYP.)
<br />PRODUCT
<br />DISPENSER (TYP.')-
<br />6" CONCRETE PAD
<br />SEE CANOPY DRIVE SLAB
<br />DETAIL SHEET A3.0
<br />102'-0"
<br />92'-0" CANOPY
<br />15'-6„ 3'-0" 31'-0" 3'-0" 31'-0" 3' -0" 15'-6"
<br />A QB 12'-0" 34'-0" 34'-0" 12'-0"
<br />I
<br />0
<br />I � [
<br />/ • 4 a / - _ 46 / - 45a
<br />I - i --
<br />- ----- ----
<br />Ll 6 6 - 4 FUELINGD 5
<br />I � T8.0 DISPENSER
<br />T8.0 SPET8.0
<br />NUMBER (TYP.)
<br />SAWCUT 0R
<br />25 2 KEYED I -' 25 _.
<br />46 A1.1 CONSTRUCTION � � 46
<br />TYP. JOINT (TYP.)
<br />SEE DETAIL
<br />SHEET A3.0
<br />( I 24 -
<br />�'� STEEL CANOPYI 46
<br />COLUMN (TYP,)00
<br />I
<br />®I I I®
<br />BOLI-ARD
<br />-� 45 (TYP.)
<br />I
<br />SALES
<br />KIOSK
<br />- (FECUNDATION ----
<br />EDGE OF SHOWN)
<br />rANInPY ABOVE
<br />CONCRETE
<br />LANDING III} . (FOUNDATION
<br />AT DOOR cv
<br />SHOWN) 1
<br />f
<br />NORTH
<br />SEE SITE PLAN FOR
<br />TANK LOCATION AND
<br />CONFIGURATION
<br />Co
<br />rL
<br />O
<br />z
<br />f7
<br />C�
<br />Q
<br />O
<br />O
<br />n
<br />Ln
<br />N
<br />�
<br />Ln
<br />LC �
<br />10l
<br />�
<br />REFERENCE SITE PUNS FOR
<br />ORIENTATION OF LAYOUT AND
<br />SHEET A1.O FOR EQUIPMENT
<br />LEGEND X� TAGS.
<br />6" PIPE >
<br />BOLLARD (TYP.)
<br />" CONCRETE PAD
<br />4BOLLARDS [\< -"\ I
<br />CHAMFER (TYP.)
<br />SCALE: 1 "= 10'-O"
<br />GENERAL N 1E
<br />GENERAL REQUIREMENM
<br />PROJECT SPECIFICATIONS ARE ISSUED AS PART OF THE CONTRACT DOCUMENTS AND INCLUDE INFORMATION _
<br />SUPPLEMENTAL TO INFORMATION IN THE DRAWINGS, IN GENERAL INFORMATION INCLUDED IN THE DRAWINGS WILL SCHEDULE OF SPECIAL INSPECTIONS AND TESTS
<br />SUPERSEDE CONFLICTING INFORMATION INCLUDED IN THE PROJECT SPECIFICATIONS, DEEP FOUNDATION
<br />CONCRETE/CLSM CONSTRUCTION: BEDROCK MATERIAL:
<br />GOVERNIr CODES AND STANDARDS: THE DESIGN AND t:;ONSIRUCTJON 1,A THIS PROJECT i5 GOVERNED BY THE LOWABLE END BEARING PRESSURE
<br />FOLLOWING CODES AND STANDARDS AS ADOPTED AND MODIFIED BY THE CITY OF LAACEY, WASI-IINGTON, UNDERSTOOD
<br />THE AUTHORITY HAVING JURISDICTION.
<br />® INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS AND THE CITY OF
<br />EVERETT
<br />NATIONAL ELECTRICAL CODE, 2020 EDITION, WITH WASHINGTON STATE AMENDMENTS AND THE CITY OF EVERETT
<br />INTERNATIONAL MECHANICAL CODE, 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS
<br />UNIFORM PLUMBING CODE, 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS
<br />INTERNATIONAL FIRE CODE, 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS
<br />WASHINGTON STATE ENERGY CODE, 2018 EDITION
<br />* ICC Al 17.1 , 2009 EDITION
<br />INTERNATIONAL FUEL GAS CODE, 2018,WITH CITY OF EVERETT AMENDMENTS
<br />00
<br />;i
<br />ELECTRICAL ACCESS OPENING
<br />IN ALL COLUMNS ---------------
<br />CONDUITS IN COLUMN BY CANOPY
<br />MANUFACTURER. CONNECTION AND
<br />CONTINUATION UNDERGROUND AND
<br />ABOVE DECKING BY CONTRACTOR. -
<br />COLUMN, BASEPLATE AND ANCHOR
<br />BOLTS BY CANOPY MANUFACTURER
<br />PIPE ABOVE GRADE
<br />Y PIPE BELOW GRADE
<br />CANOPY COLUMN BASE PLATE AND
<br />ANCHOR BOLTS BELOW,
<br />f 1/2" x 6" DEEP EXPANSION JOIN 1 WITH
<br />ELASTOMERIC SEALANT AROUND COLUMN.
<br />- _ m 6' EXTENT OF FORMED CANOPY COLUMN
<br />\� BASE BLOCK OUT, INFILL WITH
<br />CONCRETE FROM TOP OF COLUMN
<br />( FOOTING TO TOP OF PAVEMENT.
<br />E PROVIDE 1.5% SLOPE AWAY FROM
<br />PLAN L, COLUMN AND 1/2" EXPANSION JOINT
<br />WITH BACKER ROD AND ELASTOMETRIC
<br />8 I SEE SHEET SEALANT.
<br />-�� T8.0/T8.1
<br />CANOPY DOWNSPOUT INSIDE
<br />Aj COLUMN. DAYLIGHT AT GRADE IF
<br />NO STORM SEWER CONNECTION.
<br />SEE SITE PLAN DRAWING.
<br />INVERTED U-SHAPED CONCRETE
<br />E
<br />FILLED BOLLARD. INSTALL 8" PVC PIPE
<br />-H SLEEVE IN FIRST POUR OF COLUMN
<br />FOOTING TO RECEIVE BOLLARD.
<br />O
<br />LO I WRAP COLUMN WITH 1/2" x 6" DEEP
<br />PREFORMED EXPANSION JOINT MATERIAL.
<br />ELASTOMERIC SEALANT AT TOP OF JOINT
<br />Y - - 1/2" EXPANSION JOINT FULL DEPTH
<br />_ 1...-.--__.... WITH BACKER ROD AND ELASTOMERIC
<br />SEALANT,
<br />t CONTINUE DOWNSPOUT FOR STORM
<br />T - - 1'-WER r'ONNECTIOF I
<br />FIRST POUR I ?�
<br />� is)
<br />REFER TO ENGINEERED
<br />CANOPY MANUFACTURER PLANS
<br />FOR DIMENSIONS, STRUCTURE
<br />AND FOUNDATION DESIGN.
<br />® r - -'
<br />Al L OWABLE SIDE SHEAR (GRAVITY):
<br />® ALLOWABLE SIDE SHEAR (UPLIFT):
<br />• MINIMUM BEDROCK PENETRATION:
<br />• MINIMUM PIER LENGTH:
<br />• MINIMUM VOID SPACE:
<br />SPECIAL GEOTECHNICAL CONSIDERATIONS (SUMMARY ONLY)
<br />1, KIOSK FOUNDATION:
<br />2, FLOOR SLAB: UNDER SLAB PROVIDE A MINIMUM 8 TO 10 MILS PLASTIC MEMBRANE WITH JOINTS AND
<br />PENETRATIONS LAPPED AND SEALED.
<br />CAST -IN -PLACE CONCRETE & REINFORCEMENT
<br />REFERENCE STANDARDS: FOR STANDARDS REFERENCED, INCLUDING PUBLICATION DATE, REFER TO CHAPTER 35 OF REFERENCED STANDARDS:
<br />THE IBC. FOR STANDARDS NOTED IN THE DRAWINGS BUT NOT INCLUDED IN THE IBC, USE THE LATEST EDITION OF SOULS: 1, ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"
<br />THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFICATION SECTION IN A STANDARD
<br />DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE TO THE ENTIRE STANDARD.
<br />KIOSK FOUNDATION NOTES
<br />DESIGN CRITERIA.
<br />REFERENCE STANDARDS:
<br />1. ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
<br />2. USGS "US SEISMIC DESIGN MAPS" WWW.EARTH 0UAKE.USGS.GOV
<br />RISK CATEGORY: II
<br />...._._.._..__......- ._._...._.____-.......................�._._......._..___�.._..._.r._.-..._..._........_.._......�......___..._.........�_.__.
<br />DESCRIPTION OF SPECIAL INSPECTION
<br />SIZE AND PLACEMENT OF ALL REINFORCING STEEL
<br />_ .._..... .....__
<br />PERIODIC
<br />X
<br />_. _ .. ..............
<br />CONTINUOUS
<br />SHAPE, LOCATION & DIMENSIONS OF MEMBERS FORMED
<br />X
<br />VERIFY USE OF DESIGN MIX FOR CONCRETE AND CLSM
<br />X
<br />MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES
<br />X
<br />PLACING & SIZE OF CAST -IN -PLACE BOLTS & EMBEDDED FABRICATIONS PRIOR
<br />TO POUR
<br />X
<br />PLACING OF CONCRETE AROUND CAST -IN -PLACE BOLTS & EMBEDS
<br />X
<br />FABRICATE SPECIMENS FOR STRENGTH TESTS _---
<br />_ X
<br />PERFORM TESTS FOR SLUMP/FLOWABILITY, AIR CONTENT AND TEMPERATURE
<br />X
<br />INSTALLATION OF POST -INSTALLED ADHESIVE ANCHOR BOLTS
<br />X
<br />DESCRIPTION OF SPECIAL INSPECTION
<br />PERIODIC CONTINUOUS
<br />FOOTING SOIL BEARING SURFACES
<br />X
<br />EXCAVATION DEPTH AND BEARING LAYER
<br />X
<br />COMPACTED FILL MATERIAL; PHYSICAL PROPERTIES
<br />X
<br />SUBGRADE FOR PREPARATION PRIOR TO BACKFILL
<br />X
<br />BACKFILLING OPERATIONS IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS
<br />INCLUDING LIFT THICKNESS, DENSITY TESTING, MOISTURE CONTENT, MATERIAL PROPERTIES
<br />X
<br />WIND DESIGN DATA: STEEL CONSTRUCTION:
<br />• WIND SPEED: 110 MPH• - - - - --
<br />EXPOSURE CATEGORY B DESCRIPTION OF SPECIAL INSPECTION PERIODIC CONTINUOUS
<br />EARTHQUAKE DESIGN DATA: WELDING
<br />SEISMIC DESIGN CATEGORY: D ALL PROVISIONS OF AWS D1.1 JD1 ,1 M STRUCTURAL WELDING CODE SHAI._l_ APPLY
<br />2. ACI 305.1 SPECIFICATIONS FOR HOT WEATHER CONCRETING
<br />3, ACI 306.1 "SPECIFICATIONS FOR COLD WEATHER CONCRETING„
<br />4. ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL_ CONCRETE"
<br />5, CRSIM SP-1 "MANUAL OF STANDARD PRACTICE„
<br />IF B
<br />SCALE: 1 /2"=1 '-O"
<br />POST INSTALLED CONCRETE ANCHORS
<br />REFERENCE STANDARDS:
<br />1. ACI 318 (APPENDIX D FOR ACI 318-11, CHAPTER 17 FOR ACi 318-14) - ".ANCHORING TO
<br />CONCRETE"
<br />2. ACI 355.4 "QUALIFICATIONS OF POST -INSTALLED ADHESIVE ANCHORS IN CONCRETE"
<br />3. ICC-ES AC 308 "ACCEPTANCE CRITERIA FOR POST -INSTALLED ANCHORS IN CONCRETE ELEMENTS"
<br />ADHESIVE ANCHORS: THE FOLLOWING ADHESIVE TYPE ANCHORS ARE PRE ---APPROVED. INSTALLATION MUST
<br />BE IN ACCORDANCE WITH CORRESPONDING CURRENT EVALUATION REPORTS (NOTED). RODS TO BE
<br />THREADED TYPE SS 316 (ASTM A193B8M CLASS 2), FOR ALL SYSTEMS.
<br />1, HILT] "HIT-HY 100" EPDXY ADHESIVE: ICCES ESR-3574
<br />2 SiMPSON STRONG -TIE "SET-XP" EPDXY ADHESIVE ICf -ES E `R-2508
<br />E
<br />`0
<br />J f,-�
<br />3. POWERS "P JRE150-PRO" EPDXY ADHESIVE: ICC-ES ESR-2583 1
<br />CONCRETE MIX DESIGN REQUIREMENTS
<br />STRENGTI--I,
<br />28 DAYS
<br />AGGREGATE SIZE,
<br />NOMINAL (MAX IN)
<br />EXPOSURE
<br />CLASS
<br />W/CM RAil0
<br />AIR CONTENT
<br />RANGE (%)
<br />SLUMP RANGE (%)
<br />FOUNDATION WALLS & FOOTINGS
<br />4,500
<br />3/4" (1)
<br />FX/CX
<br />0,450
<br />4.5-7.5
<br />3-5
<br />DRILLED PIERS
<br />INTERIOR SLAB ON GRADE
<br />4,5E+0
<br />3.500
<br />3/4 (1)
<br />3/8" (1/2)
<br />FX/CX
<br />FX/CX
<br />0.45
<br />0.50
<br />NA
<br />NA
<br />5-8
<br />3-5
<br />EXTERIOR SLAB ON GRADE
<br />4,500
<br />3/4" (1)
<br />F2/C1
<br />0.45
<br />4.5-7.5
<br />4-6
<br />SITE CLASSIFICATION PER GE01 ECH REPORT):
<br />IMPORTANCE FACTOR: 1
<br />WELDING PROCEDURE SPECIFICATION (WPS) AVAILABLE
<br />X
<br />CONCRETE STRENGTH NOTED IN TABLE .ABOVE SUPERSEDES THOSE LISTED IN KROGER STANDARD
<br />SPECTRAL RESPONSE ACCELERATIONS, MAPPED
<br />SPECIFICATIONS SHOULD THEY DIFFER
<br />MATERIAL IDENTIFICATION (TYPE/GRADE)
<br />X
<br />.0 SHORT PERIODS, .Ss: 1,295
<br />CEMENTIOUS MATERIAL (CM) SHAL L MEET CLASS S REQUIREMENTS FOR SULFATE RESISTANCE PER ACI
<br />USE OF QUALIFIED WELDERS
<br />X
<br />B® 1 SECOND PERIOD,. S1: 0.459
<br />318
<br />SPECTRAL_ RESPONSE COEFFICIENT, DESIGN
<br />--��---���---
<br />WELDS MEET VISUAL ACCEPTANCE -CRITERIA:
<br />CONTROLLED LOW -STRENGTH MATERIAL (CLSM) BACKFII I:
<br />®® SHORT PERIODS, Sms: 1.554
<br />09 1 SECOND PERIOD, Srn1: 0,845
<br />CRACK PROHIBITION, WELD/BASE-METAL FUSION, CRATER CROSS SECTION, WELD
<br />X
<br />1, MIX SHALL HAVE GOOD WORKABILITY AND FLOWABILITY WITH SELF -COMPACTING AND
<br />ROOF SNOW LOAD:
<br />PROFILES, WELD SIZE, UNDERCUT, POROSITY
<br />SELF -LEVELING CHARACTERISTICS.
<br />$ GROUND SNOW LOAD: 25 PSF
<br />2. SPECIFICATION: AGGREGATE, 75-80% COURSE (3/8"); FLOW'ABILITY, 7-9 IN DIAMETER;
<br />IMPORTANCE FACTOR- 1
<br />MASONRY VENEER ANCHORS:
<br />COMPRESSED STRENGTH, 100-300 PSI 28 DAY; AIR CONTENT 15-20%
<br />0 FLAT ROOF SNOW LOAD: 25 PSF
<br />LIVE LOADS:
<br />ROOF LIVE: 20 PSF
<br />FLOOR IIVE: 100 PSF
<br />DESCRIPTION OF SPECIAL INSPECTION
<br />PERIODIC
<br />CONTINUOUS
<br />INSTALLATION OF ANCHORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS
<br />INSTALLATION OF HORIZONTAL REINFORCING .AS DETAILED ON DRAWINGS
<br />X
<br />X
<br />CONCRETE CURING AND SEALING:
<br />1_ INTERIOR SLAB ON GRADE: APPLY MEMBRANE -FORMING CURING AND SEALING COMPOUND IN
<br />CONFORMANCE WITI--I ASTM C -1315, TYPE 1, CLASS A. INSTALLATION SHALL BE PER
<br />MANUFACTURER S RECOMMENDATIONS,
<br />* FOR DESIGN CRITERIA NOT INCLUDED HEREIN, REFERENCE KIOSK DRAWINGS PREPARED BY OTHERS
<br />2. DO NOT APPLY WHERE FLOOR FINISH MATERIAL IS TO BE INSTALLED.
<br />SOILS AND FOUNDATIONS
<br />SPECIAL INSPECTIONS AND TESTS
<br />GEOTECHNICAL REPORT
<br />MASONRY VENEER
<br />STATEMENT OF SPECIAL INSPECTIONS:
<br />FOUNDATIONS FOR ALL STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A GEOTECHNICAL
<br />REFERENCE STANDARDS:
<br />c
<br />SPECIAL INSPECTIONS ANDTESTING SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTIONS 110,.3,10, 1704,
<br />REPORT PREPARED FOR THIS SITE REFERENCED BELOW. THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO
<br />1, ACI 530/ASCE 5/TMS 402 "BUILDING REQUIREMENTS FOR MASONRY STRUCTURES"
<br />'
<br />1705 AND PER THE SCHEDULE OF SPECIAL INSPECTIONS BELOW, AS APPLICABLE,
<br />CONSTRUCTION. INFORMATION IN THE GEOTECHNICAL REPORT SUPERCEDES ANY CONFLICTING INFORMATION CONTAINED IN
<br />l
<br />2. ACI 530 602 "SPECIFIC-ATIONS FOR MASONRY STRUCTURES"
<br />�1/ASCE 6/TMS
<br />THE CD'S.
<br />SPECIAL INSPECTORS:
<br />SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO PROVIDE SPECIAL INSPECTIONS FOR THE
<br />SUBMITTALS:GEOTECHNICAL
<br />PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS WHO ARE REGISTERED WITH AN APPROVED
<br />DESIGN CRITERIA
<br />1. CERTIFICATION LETTERS FOR MASONRY UNITS CERTIFYING COMPLIANCE WITH REQUIRED ASTM
<br />AGENCY.
<br />REPORT BY THE RILEY GROUP, LNG., REPORT NUMBER 2019 258A„ DATED JANUARY 7, 2.020
<br />STANDARD
<br />INSPECTION SUBMITTALS:
<br />2. MATERIAL CERTIFICATIONS FOR ALL MASONRY METAL ACCESSORIES CERTIFYING COMPLIANCE WITH
<br />SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. FINAL SPECIAL INSPECTION REPORTS
<br />SHALLOW FOUNDATION
<br />ASTM STANDARDS
<br />WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.2.4, SUBMIT COPIES OF ALL INSPECTION
<br />ALLOWABLE SOIL BEARING PRESSURE: 2,500 PSF
<br />REPORTS TO THE ARCHITECT/ENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTION, FOR REVIEW,
<br />MINIMUM CONTINUOUS FOOTING WIDTH: 16 INCHES
<br />MATERIALS:
<br />STRUCTURAL OBSERVATION:
<br />MINIMUM ISOLATED FOOTING WIDTH: 24 INCHES
<br />1. FACING BRICK: ASTM C216, GRADE SV�!
<br />CONTRACTOR SHALL NOTIFY THE SEOR IN A TIMELY MANNER TO ALLOW SCHEDULED OBSERVATIONS TO OCCUR,
<br />a MINIMUM FOUNDATION DEPTH ( BELOW EXTERIOR GRADE) 18 INCHES
<br />:
<br />2. MORTAR- ASTM C270, TYPE N
<br />FIELD (OBSERVATION) REPORTS WILL BE DISTRIBUTED TO THE ARCHITECT, THE CONTRACTOR, SPECIAL
<br />3. MASONRY JOINT REINFORCING: ASTM A951
<br />INSPECTOR AND THE AUTHORITY HAVING JURISDICTION.
<br />4. MASONRY ANCHOR TIES: ADJUSTABLE TWO-PIECE ANCHORS. WIRE SIZE W1.7
<br />5, STEEL ANGLE (L) SHAPES: ASTM A36
<br />m
<br />m
<br />{� C�
<br />u�00:�E
<br />�m
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<br />-mu
<br />0 -5
<br />c�,�cao
<br />> o 14 u0
<br />vV. i 0p „-
<br />�q)
<br />3 O x
<br />sCOO-00
<br />1 97
<br />REGISTERED
<br />ARCHITECT
<br />D?11EL
<br />EJ GOAL .
<br />STATE
<br />of � SHINGTON
<br />V F-Wa /5/2 I
<br />z
<br />0
<br />V 1
<br />'
<br />CANOPY COLUMN BASE NOTES:
<br />_
<br />INSTALLATION
<br />i Li
<br />,<
<br />1, CONCRETE ENCASEMENT AT EACH COLUMN BASE SHALL BE ,AT LEAST SIX
<br />INCHES BEYOND EDGES OF COLUMN BASE PLATE AND SHALL BE AS
<br />DEPICTED ON CANOPY COLUMN BASE DETAILS, THIS SHEET.
<br />2. ALL 'YARD PAVING WITHIN A DISTANCE OF FIVE FEET BEYOND THE
<br />o
<br />PERIMETER OF THE CANOPY SHALL BE IN PLACE WITH NO OPEN HOLES OR
<br />O
<br />TRENCHES PRIOR 'TO CANOPY INSTALLATION.
<br />3. CONTRACTOR SHALL FURNISH A DUMPSTER ON SITE FOR USE BY CANOPYLd
<br />J
<br />INSTALLER FOR CLEAN-UP OF CRATING AND SHIPPING DEBRIS,
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION OF
<br />�-
<br />INSTALLATION SCHEDULE WITH CANOPY SUPPLIER. ANY DEVIATION FROM THE
<br />a
<br />n
<br />I
<br />MINIMUM SITE CONDITIONS LISTED ABOVE OR A CHANGE IN SCHEDULING
<br />0
<br />Q
<br />RESULTING IN ADDITIONAL-- COST TO THE CANOPY SUPPLIER, WILL BE
<br />a
<br />BACK -CHARGED TO THE CONTRACTOR.
<br />O
<br />o
<br />FOUNDATIONS
<br />cl
<br />n-
<br />1 . TOP OF COLUMN FOUNDATIONS SHALL BE AS SHOWN ON THE SITE GRADING
<br />AND DRAINAGE PLAN DRAWINGS. ANY DEVIATION FROM THESE ELEVATIONS
<br />SHALL BE REPORTED TO CANOPY SUPPLIER PRIOR TO FABRICATION OF
<br />d
<br />COLUMNS.
<br />E
<br />2. CANOPY FOUNDATIONS SHALL BE CONSTRUCTED BY THE GENERAL
<br />Project �: 20996 Stare
<br />�00852
<br />CONTRACTOR IN ACCORDANCE WITH AN ENGINEERED DESIGN PROVIDED BY
<br />THE CANOPY MANUFACTURER, THE CANOPY FOUNDATION DETAIL ON THIS
<br />Designed By: RSG
<br />SHEET IS PRELIMINARY AND PROVIDED FOR BID PURPOSES ONLY, THE
<br />DEPICTED "FOUNDATION" ON THIS SHEET HAS NOT BEEN ENGINEERED AND
<br />Drawn By: MMH
<br />MAY DIFFER FROM THE FINAL..., DESIGN PROVIDED BY THE CANOPY
<br />Checked By: RSG
<br />MANUFACTURER.
<br />3, CANOPY ANCHOR BOLTS ARE SUPPLIED BY THE CANOPY MANUFACTURER
<br />Date: 6-4-2021
<br />AND MUST BE INSTALLED PLUMB WITH TEMPLATES FURNISHED IN
<br />Scale.
<br />ACCORDANCE WITH DETAILS PROVIDED BY THE MANUFACTURER, AND
<br />THREADS SHALL BE KEPF Cl. EAN AND FREE OF CONCRETE SPILLAGE.
<br />Disk File:
<br />4, CANOPY SUPERSTRUCTURE, INCLUDING COLUMNS, BASE PLATES AND ALL
<br />Model:
<br />STRUCTURAL STEEL COMPONENTS, SHALL BE SUPPLIED AND ERECTED BY
<br />THE CANOPY MANUFACTURER.
<br />Address:
<br />NEC EVERGREEN WAY @
<br />501-H
<br />STREET SE
<br />EVERETT, WA 98203
<br />CANOPY PLAN
<br />DETAILS
<br />.i
<br />Drawing No,:
<br />Al.
<br />
|