|
2'x2' CHAMFER AT
<br />CORNERS OF -
<br />CONCRETE SLABS
<br />(TYP.) UNLESS 15 6
<br />ADJOINING OTHER
<br />CONCRETE PAVING 12'-0"
<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 />3'-0"
<br />31' 0"
<br />34'-0"
<br />:._ SAWCUT OR
<br />�D6
<br />2 KEYED
<br />A1.1 CONSTRUCTION
<br />TYP. 3E DE AL )
<br />SHEET A3.0 j
<br />46 I
<br />STEEL CANOPY)
<br />/ COLUMN (TYP.)
<br />3
<br />-
<br />A3.1
<br />17
<br />EDGE OF
<br />CANOPY ABOVE
<br />CONCRETE
<br />LANDING
<br />AT DOOR -
<br />102'-0"
<br />92'-O" CANOPY
<br />F__3'-0"
<br />31'-0" F_`3'-0" 15'-6„
<br />C
<br />34'-0" 12'-0"
<br />o
<br />SEE SITE PLAN FOR
<br />TANK LOCATION AND
<br />CONFIGURATION
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<br />I n
<br />LO in
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<br />0 0 <c 0
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<br />LO
<br />I� 10I I
<br />I I BOLLARD
<br />(TYP,)-�7
<br />_
<br />SALES
<br />KIOSK
<br />(FOUNDATION -
<br />SHOWN)
<br />RESTROOM _
<br />(FOUNDATION cW
<br />SHOWN)
<br />i
<br />FUELING __._3� 3
<br />DISPENSER T8.0
<br />NUMBER (TYP.)
<br />1
<br />REFERENCE SITE PLANS FOR
<br />ORIENTATION OF LAYOUT AND.
<br />SHEET A1.0 FOR EQUIPMENT
<br />LEGEND (_x� TAGS.
<br />6" PIPE �' 0
<br />BOLLARD (TYP.) �
<br />` CONCRETE PAD
<br />BOLLARDS -1'x1' CHAMFER (TYP.)
<br />47
<br />3.0
<br />TYP.
<br />CONSTRUCTION IVE T PLAN
<br />SCALE: 1 "-10' O"
<br />NORTH
<br />GENERAL MOTES:
<br />GENERAL REQUIREMENTS
<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 GIB SPECIAL INSPECTIONS AND TESTS
<br />SUPERSEDE CONFLICTING INFORMATION INCLUDED IN THE PROJECT SPECIFICATIONS. DEEP FOUNDATION
<br />CONCRETE/CLSM CONSTRUCTION; BEDROCK MATERIAL:
<br />GOVERNING CODES AND STANDARDS: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE ALE OWABLE END BEARING PRESSURE
<br />FOLLOWING CODES AND STANDARDS AS ADOPTED AND MODIFIED BY THE CITY OF LACEY, WASHINGTON, 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 />i
<br />CANOPY COLUMN BASE PLATE AND
<br />ANCHOR BOLTS BELOW.
<br />f
<br />/
<br />1/2" x 6" DEEP EXPANSION JOINT WIT1
<br />E LASTOMERIC SEALANTAROUND COLUMN.
<br />-
<br />- J-
<br />J S -.J
<br />EXTENT OF FORMED CANOPY COLUMN
<br />`f✓
<br />BASE BLOCK OUT. INFILL WITH
<br />CONCRETE FROM TOP OF COLUMN
<br />_
<br />FOOTING TO TOP OF PAVEMENT.
<br />PLAN
<br />PROVIDE 1.5% SLOPE AWAY FROM
<br />COLUMN AND 1/2" EXPANSION JOINT
<br />WITH BACKER ROD AND ELASTOMETRIC
<br />ELECTRICAL ACCESS OPENING
<br />SEE SHEET
<br />SEALANT.
<br />IN ALL COLUMNS - -
<br />_._
<br />_
<br />T8,0, T8.1
<br />CONDUITS IN COLUMN BY CANOPY
<br />CANOPY DOWNSPOUT INSIDE
<br />MANUFACTURER. CONNECTION AND
<br />COLUMN. DAYLIGHT AT GRADE IF
<br />CONTINUATION UNDERGROUND AND
<br />NO STORM SEWER CONNECTION.
<br />ABOVE DECKING BY CONTRACTOR.
<br />SEE SITE PLAN DRAWING.
<br />COLUMN, BASEPLATE AND ANCHOR
<br />INVERTED U-SHAPED CONCRETE
<br />BOLTS BY CANOPY MANUFACTURER
<br />FILLED BOLLARD. INSTALL 8" PVC PIPE
<br />SLEEVE IN FIRST POUR OF COLUMN
<br />PIPE ABOVE GRADE
<br />I'
<br />QLo
<br />FOOTING TO RECEIVE BOLLARD.
<br />WRAP COLUMNWITH 1/2" x 6" DEEP
<br />PIPE BELOW GRADE
<br />`
<br />PREFORMED EXPANSION JOINT MATERIAL.
<br />ELASTOMERIC SEALANT AT TOP OF JOINT
<br />TOP OF ISLAND
<br />_
<br />1/2" EXPANSION JOINT FULL DEPTH
<br />WITH BACKER ROD AND ELASTDMERIC
<br />�
<br />-
<br />SEALANT.
<br />�
<br />�
<br />(1
<br />�
<br />� r
<br />CONTINUE DOWNSPOUT FOR STORM
<br />-
<br />SEWER CONNECTION IF AVAILABLE.
<br />SEE SITE PLAN DRAWING.
<br />TOP OF�
<br />A,
<br />#4 RING, TOP AND BOTTOM
<br />FIRST POUR
<br />4
<br />j
<br />�;�.
<br />NON SHRINK GROUT
<br />+
<br />v MIN
<br />TYP
<br />6"
<br />I
<br />/ ,
<br />PIPE SLEEVE AND/OR 18" DIAMETER
<br />MIN.
<br />CONCRETE BASE AROUND U-SHAPED
<br />v
<br />,i�
<br />TYP..
<br />1
<br />BOLLARD BEYOND.
<br />-`-CANOPY
<br />FOUNDATION AND ANCHOR
<br />REFER TO ENGINEERED
<br />SECTION
<br />BOLTS - SEE CANOPY MANUFACTURER
<br />CANOPY MANUFACTURER PLANS
<br />DRAWINGS.
<br />FOR DIMENSIONS, STRUCTURE
<br />- __-_
<br />AND FOUNDATION DESIGN.
<br />SEE COLUiAN
<br />BASE NOTES, THIS SHEET
<br />APY
<br />C(OLUM.NIBASEDETAIL
<br />n
<br />• ALLOWABLE SIDE SHEAR (GRAVITY):
<br />• ALLOWABLE SIDE SHEAR (UPLIFT):
<br />e 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 SOILS: 1. ACI 301 "SPECIFICATIONS FOR STRUCTURAL... CONCRETE"
<br />THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFICATION SECTION IN A STANDARD11
<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 0-1-HER STRUCTURES"
<br />2. USGS "US SEISMIC DESIGN MAPS" WWW.EARTHQUAKE.USCS.GOV
<br />RISK CATEGORY: II
<br />_---- .-. _......_.
<br />DESCRIPTION OF SPECIAL INSPECTION
<br />SIZE AND PLACEMENT OF ALL REINFORCING STEEL
<br />PERIODIC
<br />X
<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 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 />- µ
<br />_ X
<br />DESCRIPTION OF SPECIAI INSPECTION
<br />PERIODIC
<br />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 />-----...... _ _............. _ _._
<br />SEISMIC DESIGN CATEGORY: D ALL PROVISIONS OF AWS D1.1/D1.1 M STRUCTURAL. WELDING CODE SHALL APPLY
<br />2. ACI 305.1 SPECIFICATIONS FOR HOT WEATHER CONCRETING"
<br />3. ACI 306.1 "SPEC IF1CA IONS FOR COLD WEATHER CONCRETING"
<br />4. ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
<br />5. CRSIM SP-1 "MANUAL OF STANDARD PRACTICE"
<br />SCALE: 1 /2"= '-0"
<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 A19388M CLASS 2), FOR ALL SYSTEMS.
<br />1. HILTI "HIT-HY 100" EPDXY ADHESIVE: ICCES ESR- 3574
<br />2 SIMP`'ON STRON('-TIE "SET-XP" EPDX`( ADHESIVr ICC_F-Q ESR-2508
<br />'Nio
<br />ft
<br />�. 3
<br />3. POWERS "PURE150-PRO" EPDXY ADHESIVE: ICC-ES ESR-2583
<br />CONCRETE MIX DESIGN REQUIREMENTS
<br />STRENGTH,
<br />AGGREGATE SIZE,
<br />EXPOSURE
<br />W/CM RATIO
<br />AIR CONTENT
<br />SLUMP RANGE (%)
<br />28 DAYS
<br />NOMINAL (MAX IN)
<br />CLASS
<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 />DRII LED PIERS
<br />4,500
<br />3/4 (1)
<br />FX/CX
<br />0.45
<br />NA
<br />5-8
<br />INTERIOR SLAB ON GRADE
<br />3.500
<br />3/8" (1/2)
<br />FX/CX
<br />0.50
<br />NA
<br />--
<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 />g S1TE CLASS1F ICAI ION (PER GEOI ECH REPORT):
<br />-_ ----- _......_--..-----.-._._...-_..._.__ _........___ __
<br />m 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 />SHORT PERIODS, Ss: 1.295
<br />CEMENTIOUS MATERIAL (CM) SHALL MEET CLASS S REQUIRFpjIFNTS FOR SULFATE RESISTANCE PER ACI
<br />USE OF QUALIFIED WELDERS
<br />X
<br />1 SECOND PERIOD, S1: 0.459
<br />318
<br />• SPECTRAL RESPONSE COEFFICIENT, DESIGN
<br />-- -_---------
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA:
<br />®a SHORT PERIODS, Sms: 1.554
<br />CONTROLLED LOW -STRENGTH MATERIAL (CLSM) BACKFILI
<br />00 1 SECOND PERIOD, Sm1: 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"); FLOWABILITY, 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 LIVE: 100 PSF
<br />DESCRIPTION OF SPECIAL INSPECTION
<br />PERIODIC
<br />CONTINUOUS
<br />INSTALLATION OF ANCHORS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS
<br />X
<br />INSTALLATION OF HORIZONTAL REINFORCING .AS DETAILED ON DRAWINGS
<br />X
<br />CONCRETE CURING AND SEALING:
<br />1. INTERIOR SLAB ON GRADE: APPLY MEMBRANE -FORMING CURING AND SEALING COMPOUND IN
<br />CONFORMANCE WITH ASTM C 1315, TYPE 1, CLASS A. INSTALLATION SHALL BE PER
<br />MANUFACTURER S RECOMMENDATIONS,
<br />A FOR DESIGN CRITERIA NOT INCLUDED HEREIN, REFERENCE KIOSK DRAWINGS PREPARED BY OTHERS
<br />2. NOT APPLY WHERE FLOOR FINISH MATERIAL IS TO BE INSTALLED.
<br />31L S AND FOUNDATIONSDO
<br />SPEC6A1__ INSPECTIONS AND TESTS
<br />GEOTECHNICAL REPORT
<br />MASONRY VENEER
<br />E
<br />STATEMENT OF SPECIAL INSPECTIONS:
<br />FOUNDATIONS FOR ALL STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A GEOTECHNICAL
<br />REFERENCE STAND/'NE
<br />SPECIAL INSPECTIONS AND TESTING 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 />1105 AND PER THE SCHEDULE OF SPECIAL INSPECTIONS BELOW, AS .APPLICABLE.
<br />CONSTRUCTION. INFORMATION IN THE GEOTECHNICAL REPORT SUPERCEDES ANY CONFLICTING INFORMATION CONTAINED IN
<br />2. ACI 530 1/ASCE 6/TItv1S 602 "SPECIFICATIONS FOR MASONRY STRUCTURES"
<br />SPECIAL INSPECTORS:
<br />THE CD'S.
<br />SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO PROVIDE SPECIAL INSPECTIONS FOR THE
<br />SUBMI I I�ALS:
<br />PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS WHO ARE REGISTERED WITH AN APPROVED
<br />GEOTECHNICAL DESIGN CRITERIA
<br />1. CERTIFICATION LETTERS FOR MASONRY UNITS CERTIFYING COMPLIANCE WITH REQUIRED ASTM
<br />AGENCY.
<br />REPORT BY THE RILEY GROUP, INC., REPORT NUMBER 2019--258,A, DATED JANUARY 7, 2020
<br />STANDARD
<br />INSPECTION SUBMITTALS:
<br />2. MATERIAL CERTIFICATIONS FOR ALL MASONRY METAL ACCESSORIES CERTIFYING COMPI IANCE WITH
<br />SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. FINAL SPECIAL INSPECTION REPORTS
<br />SHALLOW FOUNDATION
<br />ASTMSTANDARDS
<br />WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.2.4. SUBMIT COPIES OF ALL INSPECTION
<br />a ALLOWABLE SOIL BEARING PRESSURE: 2,500 PSF
<br />REPORTS TO THE ARCHITECT/ENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTION, FOR REVIEW.
<br />a MINIMUM CONTINUOUS FOOTING WIDTH: 16 INCHES
<br />MATERIALS:
<br />STRUCTURAL RUCTURAL OBSERVATION:
<br />MINIMUM ISOLATED FOOTING WIDTH: 24 INCHES
<br />1. FACING BRICK: ASTM C216, GRADE SW
<br />CONTRACTOR SHALL NOTIFY TSEOR IN A TIMELY MANNER TO ALLOW SCHEDULED OBSERVATIONS TO OCCUR.
<br />MINIMUM FOUNDATION DEPTH (BELOW EXTERIOR GRADE): 18 INCHESHE
<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
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<br />REGISTERED
<br />ARCHITECT
<br />Dt lIEL B GOAL,,9
<br />`S TE OF H NG'(ON
<br />Pa08/05/22
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<br />CANOPY COLUMN BASE NOTES:
<br />>
<br />INSTALLATION
<br />W
<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 />:z
<br />DEPICTED ON CANOPY COLUMN BASE DETAILS, THIS SHEET.
<br />2. ALL YARD PAVING WITHIN A DISTANCE OF FIVE FEET BEYOND THE
<br />PERIMETER OF THE CANOPY SHALL BE IN PLACE WITH NO OPEN HOLES OR
<br />0
<br />TRENCHES PRIOR TO CANOPY INSTALLATION.
<br />L-
<br />3. CONTRACTOR SHALL FURNISH A DUMPSTER ON SITE FOR USE BY CANOPY
<br />W
<br />--
<br />INSTALLER FOR CLEAN-UP OF CRATING AND SHIPPING DEBRIS,
<br />n
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION OF
<br />Z_
<br />z
<br />---
<br />INSTALLATION SCHEDULE WITH CANOPY SUPPLIER. ANY DEVIATION FROM THE
<br />0
<br />m
<br />MINIMUM SITE CONDITIONS LISTED ABOVE OR A CHANGE IN SCHEDULING
<br />0
<br /><E
<br />RESULTING IN ADDITIONAL COST TO THE CANOPY SUPPLIER, WILL BE
<br />Fz
<br />L
<br />Cl
<br />L::
<br />BACK -CHARGED TO THE CONTRACTOR.
<br />rl�
<br />m
<br />u
<br />0
<br />Cr
<br />m
<br />0
<br />w
<br />FOUNDATIONS
<br />a
<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 />z
<br />COLUMNS.
<br />2. CANOPY FOUNDATIONS SHALL BE CONSTRUCTED BY THE GENERAL
<br />Project #; 20996 Store00852
<br />CONTRACTOR IN ACCORDANCE WITH AN ENGINEERED DESIGN PROVIDED BY
<br />THE CANOPY MANUFACTURER, THE CANOPY FOUNDATION DETAIL ON THIS
<br />Designed
<br />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: MMf I
<br />MAY DIFFER FROM THE FINAL DESIGN PROVIDED BY THE CANOPY
<br />Checked
<br />By: R S G
<br />MANUFACTURER,
<br />3. CANOPY ANCHOR BOLTS ARE SUPPLIED BY THE CANOPY (MANUFACTURER
<br />Date:
<br />6-4-2021
<br />AND MUST BE INSTALLED PLUMB WITH TEMPLATES FURNISHED IN
<br />ACCORDANCE WITH DETAILS PROVIDED BY THE MANUFACTURER, AND
<br />Scale:
<br />THREADS SHALL BE KEPT CLEAN 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
<br />EVERGREEN WAY @
<br />50TH
<br />STREET SE
<br />EVERETT, WA 98203
<br />CANOPY
<br />PLAN
<br />DETAILS
<br />-
<br />Drawing
<br />No.:
<br />
|