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DEMOLITION
<br />1.
<br />ALL DEMOLITION SHALL BE
<br />CARRIED ON IN SUCH A
<br />MANNER AS NOT TO DAMAGE
<br />EXISTING ELEMENTS WHICH
<br />ARE TO REMAIN A PART
<br />OF THE FINISHED STRUCTURE.
<br />2.
<br />EXISTING ELEMENTS SHALL
<br />BE PROTECTED TO THE
<br />FULLEST EXTENT POSSIBLE TO
<br />REDUCE SUCH DAMAGE TO
<br />A MINIMUM.
<br />3.
<br />ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN
<br />AND WHICH ARE DAMAGED
<br />DURING DEMOLITION WORK
<br />SHALL BE REPLACED AT
<br />NO ADDED COST.
<br />4.
<br />CONTRACTOR TO COORDINATE DEMO REQUIREMENTS
<br />OF ANY HAZARDOUS MATERIALS
<br />WITH BOETNG.
<br />STRUCTURAL STEEL, MISC. METAL
<br />1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM
<br />TO THE BUILDING CODE AND RISC STANDARDS USING LOADS AS DEFINED IN
<br />AISC-360 SECTION B3-3 "DESIGN FOR STRENGTH USING LOAD AND RESISTANCE
<br />FACTOR DESIGN (LRFD)"
<br />2. STRUCTURAL STEEL FABRICATION, ERECTION AND DIMENSIONAL TOLERANCES
<br />OF STRUCTURAL STEEL MEMBERS SHALL CONFORM TO AISC REQUIREMENTS
<br />AND THE PROJECT SPECIFICATIONS.
<br />3. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION OF ELEMENTS
<br />AND CONNECTIONS MARKED `SLRS' SHALL CONFORM 1-0 AISC-341.
<br />4. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE
<br />NOTED ON THE STRUCTURAL DRAWINGS:
<br />A. WIDE FLANGE SHAPES ASTM A992, Fy = 50 KSI
<br />B. PLATES AND BARS ASTM A36, Fy 36 KSI
<br />C. CHANNELS AND ANGLES ASTM A36, Fy = 36 KSI
<br />D. HOLLOW RECTANGULAR SECTIONS ASTM A500-13, Fy = 46 KSI
<br />E. ANCHOR RODS EMBEDDED IN CONCRETE ASTM F1554 GRADE 36
<br />F. CONNECTION BOLTS A325-N--STD
<br />5. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR
<br />REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION.
<br />6. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS.
<br />ALL WELDS SHALL BE PREQUALIFIED IN ACCORDANCE WITH AXIS AND AISC
<br />STANDARDS. USE E70XX ELECTRODES, UON.
<br />7. WELDING OF MEMBERS AND CONNECTIONS MARKED 'SLRS' SHALL BE PERFORMED
<br />IN ACCORDANCE WITH AWS D1.8.
<br />A. ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A
<br />MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT 0 DEGREES F,
<br />AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER
<br />CERTIFICATION.
<br />B. WELDS NOTED AS "DEMAND CRITICAL" SHALL BE MADE WITH A FILLER
<br />WELD METAL MEETING THE REQUIREMENTS OF AISC 341 SECTION A3.4.
<br />PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALL
<br />BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION.
<br />8. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE
<br />JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK.
<br />9. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH
<br />REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON.
<br />10. BOLTED CONNECTIONS OF MEMBERS MARKED 'SLRS' OR CONNECTIONS NOTED
<br />AS SLIP CRITICAL SHALL BE PRETENSIONED AND SHALL MEET THE REQUIREMENTS
<br />FOR A CLASS A FAYING SURFACE. CONNECTIONS AT THESE MEMBERS SHALL BE
<br />MADE USING STANDARD HOLES IN ALL PLYS.
<br />11, BEAM PENETRATIONS MAY BE CREATED PER THE TYPICAL DETAIL WITHOUT
<br />PRIOR APPROVAL OF STRUCTURAL ENGINEER. PENETRATIONS OF ANY SIZE
<br />IN ANY OTHER AREA OF THE MEMBER MUST BE REVIEWED AND APPROVED BY THE
<br />STRUCTURAL ENGINEER.
<br />12. TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN
<br />THESE PLANS AT THE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC
<br />BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC
<br />BOLTS MAY BE SUBSTITUTED FOR ASTM A490.
<br />13. A449, A193 GRADE B7, OR F1554 GRADE 105 THREADED ROD SHALL BE
<br />USED WHERE THRU BOLT LENGTH DOES NOT ALLOW FOR STANDARD A325
<br />BOLTS. PROVIDE ASTM A563 NUTS WITH MATCHED WASHERS AT BOTH ENDS.
<br />14. USE DOUBLE NUTS OR SINGLE NUT AND PEENED THREADS AT BOLTED
<br />CONNECTIONS WITH LONG SLOT HOLES.
<br />15. HOLE SIZES IN STEEL MEMBERS CONNECTED TO CONCRETE OR MASONRY SHALL
<br />BE 1/16" LARGER THAN THE BOLT DIAMETER. THE USE OF LARGER HOLES WOULD
<br />REQUIRE THE USE OF WELDED PLATE WASHERS AND WOULD REQUIRE PRIOR
<br />APPROVAL BY THE STRUCTURAL ENGINEER. HARDENED OR COMMON PLATE
<br />WASHERS ARE REQUIRED BELOW ALL NUTS WHERE OVERSIZED HOLES ARE USED
<br />AND SHALL BE SIZED TO COVER THE ENTIRE HOLE. MAXIMUM HOLE SIZES AND
<br />MINIMUM WASHER SIZES FOR COLUMN BASE PLATES SHALL BE IN ACCORDANCE
<br />WITH TABLE 14-2 OF THE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION.
<br />STRUCTURAL OBSERVATION
<br />1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN
<br />ACCORDANCE WITH THE GOVERNING CODE, STRUCTURAL OBSERVATION IS THE
<br />VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL
<br />SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE
<br />FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS.
<br />STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE
<br />INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.
<br />2. THE OWNER SHALL EMPLOY AN ENGINEER OR ARCHITECT LICENSED TO PERFORM
<br />STRUCTURAL OBSERVATION IN THE PROJECT JURISDICTION.
<br />3. THE STRUCTURAL OBSERVER SHALL PROVIDE A LETTER TO BE SUBMITTED TO THE
<br />BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FIRST BUILDING
<br />VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM THE OWNER OF THE
<br />REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SHALL PRESIDE OVER THIS
<br />MEETING,
<br />STRUCTURAL OBSERVATION CONT.
<br />4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION
<br />BETWEEN THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL
<br />OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTORS.
<br />THE PURPOSE OF THIS COMMUNICATION SHALL BE TO IDENTIFY THE MAJOR
<br />STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL
<br />LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED
<br />OBSERVATIONS.
<br />5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED TO
<br />THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD OF THE
<br />PRECONSTRUCTION MEETING NOTED ABOVE SHALL BE INCLUDED IN THE FIRST
<br />OBSERVATION REPORT.
<br />6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS PRIOR
<br />TO DATE OF THE PROPOSED OBSERVATION.
<br />7. THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING
<br />SIGNIFICANT CONSTRUCTION STAGES:
<br />CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED:
<br />A. AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRUCTURE.
<br />SPECIAL INSPECTION
<br />1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT
<br />WITH THE OWNER AND APPROVED BY THE FOR AND THE BUILDING OFFICIAL, SHALL
<br />BE REQUIRED FOR THE FOLLOWING TYPES OF WORK:
<br />BUILDING CODE REFERENCE
<br />STEEL 1705.2 AND
<br />AISC 360 CHAPTER N
<br />DETAIL VERIFICATION
<br />WELDING OF STRUCTURAL STEEL
<br />2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON
<br />THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING
<br />OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.
<br />3. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF
<br />MOMENT -RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE
<br />GOVERNING CODE.
<br />4. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED
<br />TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH
<br />DEFICIENCIES CLEARLY NOTED.
<br />5. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS,
<br />6. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY:
<br />"CONTINUOUS" - THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL
<br />INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA
<br />WHERE THE WORK IS BEING PERFORMED.
<br />",PERIODIC" - THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING
<br />SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE
<br />AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE
<br />AISC 360 TABLE N5.4-1
<br />INSPECTION TASKS PRIOR TO WELDING
<br />INSPECTION TASKS PRIOR TO WELDING
<br />QC
<br />QA
<br />WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS
<br />P
<br />i
<br />WPS AVAILABLE
<br />P
<br />P
<br />MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES
<br />P
<br />P
<br />AVAILABLE
<br />MATERIAL IDENTIFICATION (TYPE/GRADE)
<br />0
<br />0
<br />WELDER IDENTIFICATION SYSTEM [a]
<br />0
<br />0
<br />FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
<br />- JOINT PREPARATIONS
<br />- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
<br />- CLEANLINESS (CONDITION OF STEEL SURFACES)
<br />0
<br />0
<br />-- TACKING (TACK WELD QUALITY AND LOCATION)
<br />--- BACKING TYPE AND FIT (IF APPLICABLE)
<br />FIT -UP OF GROOVE WELDS OF HSS T-, Y- AND K-JOINTS
<br />WITHOUT BACKING (INCLUDING JOINT GEOMETRY)
<br />- JOINT PREPARATIONS
<br />- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
<br />P
<br />0
<br />- CLEANLINESS (CONDITION OF STEEL SURFACES)
<br />- TACKING (TACK WELD QUALITY AND LOCATION)
<br />CONFIGURATION AND FINISH OF ACCESS HOLES
<br />0
<br />0
<br />FIT --UP OF FILLET WELDS
<br />- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
<br />- CLEANLINESS (CONDITION OF STEEL SURFACES)
<br />0
<br />0
<br />- TACKING (TACK WELD QUALITY AND LOCATION)
<br />CHECK WELDING EQUIPMENT
<br />0
<br />-
<br />I°� THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL_ MAINTAIN A SYSTEM BY
<br />WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED.
<br />STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE.
<br />SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />ORIG
<br />FACTORY PRV/SRV DECK UPGRADE W5805116
<br />CEI
<br />EO
<br />04.09.20
<br />A
<br />PERMIT SUBMITTAL W5805116
<br />CEI
<br />EO
<br />08.19.22
<br />z
<br />RISC 360 TABLE N5.4-2
<br />INSPECTION TASKS DURING WELDING
<br />INSPECTION TASKS DURING WELDING
<br />QC
<br />QA
<br />CONTROL AND HANDLING OF WELDING CONSUMABLES
<br />- PACKAGING
<br />0
<br />0
<br />- EXPOSURE CONTROL
<br />NO WELDING OVER CRACKED TACK WELDS
<br />0
<br />0
<br />ENVIRONMENTAL CONDITIONS
<br />- WIND SPEED WITHIN LIMITS
<br />0
<br />0
<br />- PRECIPITATION AND TEMPERATURE
<br />WPS FOLLOWED
<br />- SETTINGS ON WELDING EQUIPMENT
<br />- TRAVEL SPEED
<br />- SELECTED WELDING MATERIALS
<br />- SHIELDING GAS TYPE/FLOW RATE
<br />0
<br />0
<br />- PREHEAT APPLIED
<br />- INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)
<br />- PROPER POSITION (F, V, H, OH)
<br />WELDING TECHNIQUES
<br />i
<br />- INTERPASS AND FINAL CLEANING
<br />0
<br />0
<br />- EACH PASS WITHIN PROFILE LIMITATIONS
<br />- EACH PASS MEETS QUALITY REQUIREMENTS
<br />PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS
<br />P
<br />P
<br />AISC 360 TABLE N5.4-3
<br />INSPECTION TASKS AFTER WELDING
<br />INSPECTION TASKS AFTER WELDING
<br />QC
<br />QA
<br />WELDS CLEANED
<br />0
<br />0
<br />SIZE, LENGTH AND LOCATION OF WELDS
<br />P
<br />P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA
<br />- CRACK PROHIBITION
<br />- WELD/BASE-METAL FUSION
<br />- CRATER CROSS SECTION
<br />P
<br />P
<br />- WELD PROFILES
<br />- WELD SIZE
<br />- UNDERCUT
<br />- POROSITY
<br />ARC STRIKES
<br />P
<br />P
<br />k-AREA
<br />P
<br />P
<br />WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP
<br />HEAVY SHAPES Ib1
<br />P
<br />P
<br />BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)
<br />P
<br />P
<br />REPAIR ACTIVITIES
<br />P
<br />P
<br />DOCUMENTS ACCEPTANCE OR REJECTION OF WELDED JOINT OR
<br />P
<br />P
<br />MEMBER
<br />NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE
<br />0
<br />0
<br />APPROVAL OF THE FOR
<br />["1 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS
<br />BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS
<br />WITHIN 3 IN. (75 MM) OF THE WELD.
<br />I'] AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1 c) AND BUILT-UP HEAVY
<br />SHAPES (SEE SECTION A3.1 d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS
<br />HOLE FOR CRACKS.
<br />AISC 360 TABLE N5.6-1
<br />INSPECTION TASKS PRIOR TO BOLTING
<br />INSPECTION TASKS PRIOR TO BOLTING
<br />QC
<br />QA
<br />MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENING
<br />0
<br />P
<br />MATERIALS
<br />FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS
<br />0
<br />0
<br />CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE,
<br />TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR
<br />0
<br />0
<br />PLANE)
<br />CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
<br />0
<br />0
<br />CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
<br />SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET
<br />0
<br />0
<br />APPLICABLE REQUIREMENTS
<br />PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION
<br />PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
<br />P
<br />0
<br />ASSEMBLIES AND METHODS USED
<br />PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND
<br />0
<br />0
<br />OTHER FASTENER COMPONENTS
<br />AISC 360 TABLE N5.6-2
<br />INSPECTION TASKS DURING BOLTING
<br />INSPECTION TASKS DURING BOLTING
<br />QC
<br />QA
<br />FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND
<br />NUTS ARE POSITIONED AS REQUIRED
<br />0
<br />0
<br />JOINT BROUGHT TO SNUG -TIGHT CONDITION PRIOR TO THE
<br />0
<br />0
<br />PRETENSIONING OPERATION
<br />FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED
<br />0
<br />0 j
<br />FROM ROTATING
<br />FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
<br />SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID
<br />0
<br />0
<br />POINT TOWARD THE FREE EDGES
<br />AISC 360 TABLE N5.6-3
<br />INSPECTION TASKS AFTER BOLTING
<br />INSPECTION TASKS AFTER BOLTING
<br />QC
<br />QA
<br />DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS
<br />P
<br />P
<br />0- OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT TO BE
<br />DELAYED PENDING THESE INSPECTIONS.
<br />P- PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER.
<br />SUBMITTALS
<br />1. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION/ERECTION/INSTALLATION.
<br />THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED
<br />ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS.
<br />ITEM PROD SHOP TEST CALCS BLDG
<br />DATA DWGS RESULTS DEPT
<br />A. STRUCTURAL STEEL X
<br />B. PIPE SUPPORTS X X
<br />2. "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT
<br />PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PLANS AND
<br />THE PROJECT SPECIFICATIONS.
<br />3. "SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW
<br />QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL
<br />DATA REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE
<br />PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR
<br />UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS
<br />CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT
<br />BE APPROVED.
<br />4. "TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY
<br />BUILDING CODE OR THESE PLANS.
<br />5. "CALCS" - SUBMIT CALCULATIONS SIGNED AND SEALED BY A DESIGN
<br />PROFESSIONAL AUTHORIZED TO PERFORM WORK IN THE PROJECT
<br />JURISDICTION.
<br />6. "BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND
<br />APPROVED BY THE BUILDING OFFICIAL PRIOR TO FABRICATION AND/OR
<br />INSTALLATION.
<br />GENERAL CONTRACTOR TO FIELD SURVEY ALL DIMENSIONS REQUIRED
<br />TO COMPLETE THE WORK INDICATED IN THESE DRAWINGS, THESE
<br />FIELD VERIFIED DIMENSIONS SHALL BE PROVIDED TO STEEL FABRICATOR
<br />FOR INCORPORATION INTO THE SHOP DRAWINGS PRIOR TO REVIEW.
<br />04.09.20
<br />BUILDING 40-031
<br />UTY OF EVTT
<br />REVIEWEDFOR PERMIT
<br />Aw
<br />COFFMAN
<br />_4
<br />ENGINEERS
<br />1101 2nd Avenue, Suite 400
<br />Seattle, WA 98101
<br />h 206.E .0717
<br />www.coffman.com
<br />CURRENT REVISION ISYMBOL DATE
<br />W5805116 A 08.19.22
<br />Rw Rongg
<br />STRUCTURAL MASTER
<br />
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