Report (114) RECEIVED 1:25-c- v,
MAY 2 2013 `.--\ kic1 ,
SCOPE OF WORK CITY OF TIGA \ '
BUILDING DIVISION
THE ATTACHED DETAILS PERTAIN TO THE ANCHORAGE ONLY OF ONE (1 ) FREESTANDING METAL
BOOTH AND ONE (1) = THIS SCOPE OF WORK DOES NOT
INCLUDE ANY ANALYSIS OF BOOTH OR TANK STRUCTURE, OR ANY EXISTING PORTIONS OF
STRUCTURE TO REMAIN.
DESIGN STANDARD 2014 OREGON STRUCTURAL SPECIALTY CODE
DESIGN CRITERIA
1 . DESIGN GRAVITY LOADS, UNLESS NOTED OTHERWISE:
a. BOOTH DEAD LOADS 7 PSF
2. LATERAL CRITERIA:
a. INTERNAL WIND FORCE 5 PSF
GENERAL
1 . VERIFY DIMENSIONS AND CONDITIONS WITH THE DRAWINGS. FIELD VERIFY DIMENSIONS
AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE PRIOR TO FABRICATION OF
MATERIALS.
2. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN, PROVIDE THE SAME TYPE AND
CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE
ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
3. APPLY, PLACE, ERECT, OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
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UNISTRUT
• 1 , PREMANUFACTURED STRUT COMPONENTS AND CONNECTOR HARDWARE SHALL BE BY
UNISTRUT METAL FRAMING OR ENGINEER-APPROVED EQUAL
CONCRETE ACCESSORIES:
1. POST INSTALLED ANCHORAGE SHALL BE OF THE TYPE DESIGNATED ON THE DRAWINGS OR
ENGINEER-APPROVED EQUAL. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS AND CURRENT ICC REPORTS:
a. HILT]•
i. KWIK-BOLT TZ (ICC REPORT # ESR-1917)
SPECIAL INSPECTION PROGRAM
REQUIRED STRUCTURAL SPECIAL INSPECTIONS
INSPECTION
SYSTEM or CODE or FREQUENCY
MATERIAL IBC CODE STANDARD REMARKS
REFERENCE REFERENCE Continuous Periodic
POST INSTALLED CONCRETE ANCHORS
SPECIAL INSPECTIONS APPLY
TO ANCHOR PRODUCT NAME,
INSTALLATION IN TYPE,AND DIMENSIONS, HOLE
HARDENED DIMENSIONS,COMPLIANCE
CONCRETE AND 1703.4.2 ICC EVALUATION X WITH DRILL BIT
COMPLETED 1704.15.3 REPORT REQUIREMENTS,CLEANLINESS
MASONRY OF THE HOLE AND ANCHOR,
INSTALLATION,ANCHOR
EMBEDMENT,AND TIGHTENING
TORQUE
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SPECIAL INSPECTION PROGRAM FOOTNOTES:
• 1 . PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE
PROCEDURES ACCORDING TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE WITH
THE 2014 OREGON STRUCTURAL SPECIALTY CODE.
2. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION
REQUIREMENTS WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, GENERAL
CONTRACTOR AND SPECIAL INSPECTORS.
3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO:
a. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS
AND SPECIFICATIONS. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE
GENERAL CONTRACTOR FOR CORRECTION. THEN, IF UNCORRECTED, THE ENGINEER
AND TO THE BUILDING OFFICIAL.
b. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,
ARCHITECT, ENGINEER, GENERAL CONTRACTOR AND OWNER IN A TIMELY MANNER.
c. SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION
WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED
PERMIT DRAWINGS AND SPECIFICATIONS.
4. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO:
a. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS
BEFORE THE INSPECTION IS REQUIRED.
b. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN
OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND
APPROVED BY THE BUILDING OFFICIAL.
c. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS
AND SPECIFICATIONS AT THE JOB SITE.
d. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR.
5. DEFINITIONS:
a. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK
REQUIRING SPECIAL INSPECTION AT ALL TIMES.
b. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM
THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE.
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