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SPECIAL INSPECTIONS
<br />NOTE: ALL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED, CERTIFIED THIRD -PARTY TESTING AND
<br />INSPECTION AGENCY, EMPLOYED BY THE OWNER, FOR THE FOLLOWING SCOPE IF WORK. ALL
<br />INSPECTIONS AND TESTING SHALL MEET OR EXCEED THE REQUIREMENTS OF IBC CHAPTER 17 OR THE
<br />AUTHORITY HAVING JURISDICTION (WHICHEVER IS MORE STRINGENT). REFER TO CHAPTER 17 OF THE
<br />INTERNATIONAL BUILDING CODE FOR DETAILED DESCRIPTION OF REQUIREMENTS. REFER TO THE
<br />APPLICABLE SPECIFICATION SECTIONS FOR SPECIFIC TESTING AND INSPECTION REQUIREMENTS.
<br />PERIODIC SPECIAL INSPECTIONS:
<br />STEEL
<br />1. MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, AND WASHERS
<br />2. BOLTED FASTENER ASSEMBLIES OF SUITABLE CONDITION PLACED IN ALL HOLES AND WASHERS
<br />POSITIONED AS REQUIRED
<br />3. ALL JOINTS BROUGHT TO THE SNUG TIGHT CONDITION
<br />4. INSPECTION OF STEEL FRAME BOLTED JOINT DETAILS FOR COMPLIANCE WITH APPROVED
<br />CONSTRUCTION DOCUMENTS
<br />CONCRETE
<br />1. INSPECTION OF REINFORCING STEEL AND PLACEMENT
<br />2. VERIFYING USE OF DESIGN MIX COINCIDING WITH MATERIAL SPECIFIED IN THE CONSTRUCTION
<br />DOCUMENTS
<br />POST -INSTALLED CONCRETE ANCHORS
<br />1. PERIODICALLY VERIFY AND INSPECT THE FOLLOWING FOR EACH ANCHOR
<br />A. GENERAL COMPLIANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS
<br />B. PROJECT NAME AND DESCRIPTION
<br />C. ADHESIVE EXPIRATION DATE FOR ADHESIVE ANCHORS
<br />D. HOLE DIAMETER, DEPTH, LOCATION
<br />E. ANCHOR DIAMETER, LENGTH, AND STEEL GRADE
<br />F. ANCHOR EMBEDMENT AND SPACING
<br />CONTINUOUS SPECIAL INSPECTIONS
<br />SOILS AND CAST -IN -PLACE DEEP FOUNDATIONS
<br />1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS OF EACH
<br />ELEMENT
<br />2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS (IF
<br />APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING
<br />CAPACITY. RECORD CONCRETE VOLUMES
<br />3. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND
<br />COMPACTION OF ALL FILL.
<br />CONCRETE
<br />1. SAMPLE FRESH CONCRETE FOR STRENGTH TESTS AND PERFORM SLUMP AND AIR CONTENT TESTS.
<br />DETERMINE THE TEMPERATURE OF FRESH CONCRETE AT THE TIME SPECIMENS ARE MADE FOR
<br />STRENGTH TEST. 1-SET OF CONCRETE CYLINDERS FOR A 28-DAY COMPRESSIVE TEST IS AN
<br />ACCEPTABLE FREQUENCY.
<br />2. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES
<br />CERTIFICATION: DOCUMENT FINAL REPORT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER
<br />17 OF THE IBC. SUBMIT ALL REPORTS TO OWNER, ARCHITECT, AND AUTHORITY HAVING JURISDICTION
<br />AS REQUIRED. REFERENCE SPECIFICATIONS FOR ADDITIONAL DOCUMENTATION REQUIREMENTS
<br />CL OF COLUMN AND FTG
<br />CL
<br />CANOPY DESIGN LOADS
<br />A. BUILDING CODE
<br />1. CANOPY GRAVITY LOADS
<br />A. DEAD LOADS
<br />B. ROOF LIVE LOADS
<br />C. GROUND SNOW LOAD
<br />2. CANOPY LATERAL LOADS
<br />A. WIND LOADS
<br />1. ULTIMATE WIND SPEED
<br />2. BASIC WIND SPEED (SERVICE)
<br />3. WIND EXPOSURE CATEGORY
<br />4. RISK CATEGORY
<br />5. INTERNAL PRESSURE COEFFICIENT (GCpi)
<br />B. SEISMIC LOADS
<br />1. RISK CATEGORY
<br />2. SEISMIC IMPORTANCE FACTOR (le)
<br />3. SEISMIC COEFFICIENT (SS)
<br />4. SEISMIC COEFFICIENT (S1)
<br />5. SITE CLASS
<br />6. SEISMIC COEFFICIENT (SDS)
<br />7. SEISMIC COEFFICIENT (SD1)
<br />8. SEISMIC DESIGN CATEGORY
<br />9. BASIC SEISMIC FORCE RESISTING SYSTEM
<br />10. DESIGN BASE SHEAR (V)
<br />11. SEISMIC RESPONSE COEFFICIENT (Cs)
<br />12. RESPONSE MODIFICATION COEFFICIENT
<br />13. ANALYSIS PROCEDURE
<br />LOAD COMBINATIONS WITH SNOW LOAD SHALL ALSO INCLUDE LOADS FROM
<br />HIGH -LOW ROOF DRIFTING FROM MAIN BUILDING ROOF, PER CODE.
<br />24' - 0"
<br />2014 FLORIDA BUI
<br />PER CANOPY MANUF
<br />PER CANOPY MANUF
<br />0 PSF
<br />140 MPH
<br />110 MPH
<br />PER CANOPY MANUF
<br />PER CANOPY MANUF
<br />PER CANOPY MANUF
<br />PER CANOPY MANUFI
<br />1.0
<br />PER CANOPY MANUF
<br />PER CANOPY MANUF
<br />PER CANOPY MANUF
<br />PER CANOPY MANUF
<br />PER CANOPY MANUF
<br />24' - 0"
<br />GENERAL NOTES
<br />1.0 GENERAL
<br />1.1 THE SIZE AND LOCATION OF PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL
<br />BE COORDINATED WITH THE APPROPRIATE CONTRACTOR(S). PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE
<br />ARCHITECT/ENGINEER. PENETRATIONS SHALL BE THROUGH FOUNDATION STEMWALL OR 6" CLEAR BELOW FOOTING. STEP FOOTING AS
<br />REQUIRED PER DETAILS.
<br />1.2 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE
<br />DURING ALL PHASES OF CONSTRUCTION.
<br />1.3 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS. IF ANY DISCREPANCIES ARE FOUND BETWEEN
<br />WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD, CONTACT THE WAL-MART CONSTRUCTION MANAGER TO DETERMINE
<br />WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF
<br />EXISTING CONDITIONS.
<br />2.0 FOUNDATIONS AND SUBGRADE
<br />2.1 FOOTING DESIGNS ARE BASED ON AN ASSUMED, NON -EXPANSIVE SOIL WITH A MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF
<br />1,500 PSF WITH A MAXIMUM DIFFERENTIAL SETTLEMENT OF 1/2". CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER
<br />OR NOT SOILS MEETS THIS MINIMUM CRITERIA AND IF IT DOES NOT, SHALL NOTIFY THE ENGINEER OF RECORD.
<br />2.2 EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 12" BELOW ADJACENT
<br />FINISHED GRADE. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 16" (UNO).
<br />2.3 BELLING AT THE TOP OF PIERS SHALL BE AVOIDED. SHOULD BELLING OCCUR, SONOTUBES SHALL BE USED TO EXTEND THE PIER TO
<br />THE PROPER ELEVATION.
<br />2.4 CONCRETE SHALL BE POURED IN ALL PIER HOLES WITHIN 8 HOURS OF EXCAVATION. ANY ACCUMULATED WATER SHALL BE PUMPED
<br />FROM THE PIER HOLES PRIOR TO CONRETE PLACEMENT.
<br />2.5 DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA.
<br />2.6 DISPOSE OF EXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE.
<br />2.7 BEFORE OR CONCURRENT WITH THE EXCAVATION FOR THE FOUNDATIONS ADJACENT TO THE EXISTING BUILDING, PROVIDE ADEQUATE
<br />SUPPORT TO THE SUBBASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING.
<br />3.0 REINFORCED CONCRETE
<br />3.1 MINIMUM COMPRESSIVE STRENGTH (fc) AT THE END OF 28 DAYS AND MAXIMUM WATER -CEMENT RATIO (w/c) SHALL BE AS FOLLOWS:
<br />fc w/c ADDITIONAL REQUIREMENTS
<br />A. STRUCTURAL CAST -IN -PLACE CONCRETE 3,000 PSI 0.50 SPECIFICATION SECTION 03310
<br />3.2 EXPOSURE CLASSIFICATION: NEGLIGIBLE
<br />3.3 REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A-615, LATEST REVISION. BARS SHALL BE GRADE 60. REINFORCING BARS
<br />SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNO.
<br />3.4 REF ACI 318 LATEST EDITION FOR CONCRETE COVER, ACI 315 LATEST EDITION FOR DETAILING PRACTICES AND FABRICATION, AND ACI
<br />301 LATEST EDITION FOR STANDARD PRACTICE FOR MIXING AND PLACING REINFORCED CONCRETE.
<br />4.0 PRE -MANUFACTURED CANOPY
<br />4.1 CANOPY ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE CANOPY STRUCTURE UNTIL ALL STRUCTURE AND
<br />CONNECTIONS ARE INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT.
<br />4.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF
<br />CONSTRUCTION SELECTED.
<br />4.3 THE CANOPY ERECTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE IN AND AROUND
<br />THE CANOPY INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY.
<br />4.4 ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE CURRENT EDITION OF THE AISC "CODE OF STANDARD PRACTICE
<br />FOR STEEL BUILDINGS AND BRIDGES" OR AISI "COLD FORMED STEEL DESIGN MANUAL."
<br />4.5 FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON THE MANUFACTURER'S
<br />DRAWINGS.
<br />4.6 ANCHOR BOLTS SHALL BE SET IN STRICT COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
<br />4.7 WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS D1.1 & D1.3), LATEST REVISION. ELECTRODES SHALL
<br />BE 70 KSI LOW HYDROGEN.
<br />4.8 BOLTS FOR CANOPY CONNECTIONS SHALL BE ASTM A 325-N HIGH STRENGTH BOLTS INSTALLED PER MANUFACTURERS INSTALLATION
<br />REQUIREMENTS.
<br />4.9 MANUFACTURER SHALL DESIGN ALL CANOPY FRAMING, BASE PLATES, ANCHORAGE TO FOUNDATIONS, AND SUBSEQUENT
<br />CONNECTIONS TO MEET THE DESIGN LOAD CRITERIA SHOWN.
<br />4.10 STRUCTURAL DESIGN OF THE CANOPY SHALL BE PERFORMED BY AN ENGINEER LICENSED IN THE PROJECT STATE.
<br />4.11 MANUFACTURER IS RESPONSIBLE FOR DESIGNING AND SUPPLYING ALL CONNECTIONS.
<br />4.12 MANUFACTURER SHALL PROVIDE ALL CALCULATIONS AND DRAWINGS TO THE FOUNDATION ENGINEER FOR REVIEW. PRIOR TO THE
<br />DRAWINGS BEING ISSUED FOR PERMIT. LOADS SHALL BE PROVIDED IN FORMAT SHOWN BELOW VALUES SHALL BE UNFACTORED.
<br />4.13 MANUFACTURER SHALL PROVIDE SHOP DRAWINGS FOR REVIEW TO FOUNDATION ENGINEER PRIOR TO CONSTRUCTION.
<br />SHEAR
<br />LOAD
<br />11W
<br />VERTICAL
<br />LOAD
<br />"Poo
<br />MOMENT
<br />DEAD LOAD
<br />O.OK
<br />O.OK
<br />O.OK
<br />LIVE LOAD
<br />O.OK
<br />O.OK
<br />O.OK
<br />SNOW+DRIFT
<br />O.OK
<br />O.OK
<br />O.OK
<br />WIND
<br />O.OK
<br />O.OK
<br />O.OK
<br />SEISMIC
<br />O.OK
<br />O.OK
<br />O.OK
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<br />24' - 0"
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<br />ENTIRE SHEET ADDED
<br />PER CCD #1
<br />10"x8" CANOPY COLUMN
<br />SUPPLIED BY CANOPY MFR
<br />BASE PLATE SUPPLIED BY CANOPY MFR
<br />PROVIDE 1 12" NON -SHRINK
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<br />GROUT BELOW COLUMN BASE
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<br />PLATE AFTER ERECTION
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<br />REF CANOPY MFR
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<br />SUPPLIED BY CANOPY MFR
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<br />NOTE: CONTRACTOR SHALL LOCATE AND
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<br />NOTIFY THE ARCHITECT OF RECORD IF
<br />LOCATIONS WILL INTERFERE WITH
<br />PLACEMENT OF PIERS.
<br />#3 HOOP TIES AT
<br />PLACE VERTICAL
<br />16" CC, TYP
<br />BARS EQUALLY
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<br />SECTION CIRCUMFERENCE
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<br />EDGE OF CANOPY ABOVE.
<br />REF ARCH FOR CONFIGURATION.
<br />NOTIFY ARCH/ENGINEER IF DESIGN
<br />LOADS REQUIRE A CHANGE IN
<br />CONFIGURATION
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<br />ISSUE BLOCK
<br />1 104/07/171 CCD #1
<br />CHECKED BY:
<br />DWBF
<br />DRAWN BY:
<br />EDR
<br />PROTO CYCLE:
<br />01/27/17
<br />DOCUMENT DATE:
<br />02/16/17
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<br />2017.04.10 09:46:31-05'00'
<br />CARRIE J. JOHNSON
<br />ENGINEER OF RECORD LICENSE #66886
<br />CERTIFICATE OF AUTHORIZATION #7027
<br />FABRIC
<br />CANOPY
<br />STRUCTURAL
<br />PLAN AND
<br />DETAILS
<br />T-0" DIA
<br />CANOPY FOUNDATION DETAIL
<br />FABRIC CANOPY FOUNDATION PLAN
<br />1/4" = 1'-0"
<br />SHEET:
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<br />
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