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EXISTING CONSTRUCTION
<br />1. EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE ONLY.
<br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION.
<br />THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING
<br />CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK.
<br />ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE
<br />STRUCTURAL ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO
<br />ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS AND OPENINGS NOT SHOWN.
<br />REFER TO MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR DUCTS, PIPING;
<br />EMBEDMENTS, AND OPENINGS NOT SHOWN.
<br />2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE
<br />NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON
<br />THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR MUST SUBMIT
<br />PLANS AND SUPPORTING CALCULATIONS PREPARED BY A REGISTERED STRUCTURAL
<br />ENGINEER, LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION.
<br />3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL
<br />VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY
<br />DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION PRIOR TO
<br />BEGINNING WORK.
<br />4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN
<br />ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS FOR
<br />THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS BEEN PERFORMED.
<br />ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED TO THE AS -BUILT
<br />CONSTRUCTION SHALL BE REPORTED TO THE FOR FOR RESOLUTION PRIOR TO
<br />BEGINNING WORK.
<br />5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL
<br />ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR RELATIONSHIP
<br />TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED ON THE PLANS
<br />SECTIONS AND DETAILS. P
<br />6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT ASSOCIATED
<br />WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT OF DEMO MAY NOT
<br />REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL NEW ELEMENTS. IN ADDITION
<br />TO WHAT IS SHOWN ON THE STRUCTURAL DEMOLITION DRAWINGS, MINOR LOCAL
<br />DEMOLITION OF EXISTING ELEMENTS MAY BE REQUIRED TO PERFORM THE
<br />STRUCTURAL WORK AS INDICATED ON THE PLANS, SECTIONS AND DETAILS.
<br />DEMOLITION/REWORK
<br />1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE
<br />EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE.
<br />2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO
<br />REDUCE SUCH DAMAGE TO A MINIMUM.
<br />3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED
<br />DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST.
<br />4. ALL ELEMENTS OF THE STRUCTURE THAT ARE TEMPORARILY REMOVED TO ALLOW FOR
<br />INSTALLATION OF NEW ELEMENTS, MAY ONLY BE RE -INSTALLED IF NO DAMAGE HAS
<br />OCCURRED TO THE REMOVED ELEMENTS, AND THE REINSTALLED ELEMENTS ARE
<br />REPLACED IN SUCH A MANNER THAT THEIR FORM, FIT AND FUNCTION IS CONSISTENT
<br />(EQUAL OR BETTER) THAN THE PRE -REMOVAL STATE.
<br />5. DO NOT RE -USE ANY EXISTING FASTENERS FOR REINSTALLATION.
<br />6. ANY REQUIRED PREP, PAINTING, SEALING, ETC. OF REINSTALLED ELEMENTS SHALL
<br />ONLY BE PER PROCEDURES SUBMITTED TO AND REVIEWED BY THE EOR.
<br />QUALITY CONTROL
<br />AS A MINIMUM, THE CONTRACTOR AND ANY SUBCONTRACTOR SHALL PROVIDE QUALITY
<br />CONTROL (QC) IN ACCORDANCE WITH CHAPTER N OF AISC 360-10, EXCEPT SECTION
<br />N7 SHALL BE OMITTED.
<br />SPECIAL INSPECTION
<br />1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT
<br />WITH THE OWNER AND APPROVED BY THE BUILDING OFFICIAL, SHALL BE REQUIRED
<br />FOR THE FOLLOWING TYPES OF WORK (SEE THE PROJECT SPECIFICATIONS FOR
<br />FURTHER REQUIREMENTS):
<br />ITEM DESCRIPTION BUILDING CODE REFERENCE
<br />STEEL DETAIL VERIFICATION 1705.2 AND
<br />WELDING OF STRUCTURAL STEEL AISC 360 CHAPTER N
<br />HIGH STRENGTH BOLTING
<br />2. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF
<br />MOMENT -RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE
<br />GOVERNING CODE.
<br />3. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED
<br />TO THE OWNER, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIES
<br />CLEARLY NOTED.
<br />SPECIAL. INSPECTION CONT.
<br />4. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS.
<br />5. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY:
<br />A, (PER) PERIODIC OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN
<br />APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE
<br />WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE
<br />Wnr?v
<br />B. (CONT) CONTINUOUS OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION
<br />BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE
<br />THE WORK IS BEING PERFORMED.
<br />6. STEEL INSPECTIONS
<br />A. WELDS, PRIOR TO WELDING
<br />SEE TABLE N5.4-1 (MODIFIED) ON SHEET S2-3.
<br />B. WELDS, DURING WELDING
<br />SEE TABLE N5.4-2 (MODIFIED) ON SHEET S2-3.
<br />C. WELDS, AFTER WELDING
<br />SEE TABLE N5.4-3 (MODIFIED) ON SHEET S2-3.
<br />D. NONDESTRUCTIVE WELD TESTING
<br />I. CJP WELDS - ULTRASONIC TESTING SHALL BE PERFORMED ON ALL CJP
<br />JOINTS IN MATERIALS 5/16 INCH AND THICKER.
<br />II. PJP WELDS - MAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON
<br />ALL PJP JOINTS.
<br />III. FILLET WELDS - MAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON
<br />ALL. FILLET WELDS. WHERE TOTAL WELD LENGTH CONNECTING TWO
<br />PARTS EXCEEDS 24 INCHES, INSPECT A TO"u-AL LENGTH OF 24 INCHES
<br />PLUS 10 OF THE REMAINING TOTAL WELD LENGHT ON A RANDOM
<br />BASIS.
<br />II, WELD ACCESS HOLES IN MATERIALS 1 1 /2 INCH OR THICKER -
<br />FLANGES SHALL BE TESTED USING MAGNETIC PARTICLE OR PENETRANT
<br />TESTING.
<br />V. AFTER JOINT COMPLETION, BASE METAL THICKER THAN 1 % INCH WHERE
<br />HE CONNECTED MATERIAL IS GREATER THAN 3/4 INCH, AND CONTAINS
<br />CJP GROOVE WELDS, SHALL BE ULTRASONICALLY TESTED,
<br />VII. REDUCED BEAM SECTION REPAIR --- MP TESTING SHALL BE PERFORMED
<br />ON ANY WELD AND ADJACENT AREA OF THE REDUCED BEAM SECTION
<br />CUT SURFACE THAT HAS BEEN REPAIRED BY WELDING, OR ON THE BASE
<br />METAL OF THE REDUCED BEAM SECTION CUT SURFACE IF A SHARP
<br />NOTCH HAS BEEN REMOVED BY GRINDING.
<br />VIII WELD TAB REMOVAL SITES - AT THE END OF WELDS, WHERE WELD
<br />TABS HAVE BEEN REMOVED, MT SHALL BE PERFORMED ON THE SAME
<br />BEAM -TO -COLUMN JOINTS RECEIVING UT.
<br />E. BOLTS, PRIOR TO BOLTING
<br />SEE TABLE N5.6-1 ON SHEET S2-3.
<br />F. BOLTS, DURING BOLTING
<br />SEE TABLE N5.6-2 ON SHEET S2-3.
<br />G. BOLTS, AFTER BOLTING
<br />SEE TABLE N5.6-3 ON SHEET S2-3.
<br />H. OTHER STEEL INSPECTIONS
<br />VIja (PER) VERIFICATION OF STRUCTURAL STEEL DETAILING - VERIFY
<br />COMPLIANCE WITH THE DETAILS SPECIFIED ON THE STRUCTURAL
<br />DRAWINGS.
<br />II. (CONT) ANCHOR RODS/EMBEDS - VERIFY MATERIAL, GRADE, DIAMETER,
<br />LENGTH AND TYPE OF ELEMENT AND EMBEDMENT DEPTH.
<br />III. (CONT) PROTECTED ZONE - NO HOLES AND UNAPPROVED ATTACHMENT
<br />MADE.
<br />IV. (CONT) RBS GEOMETRY REQUIREMENTS, IF APPLICABLE.
<br />ym REVISION
<br />BY APPROVED
<br />DATE SYm
<br />REVISION
<br />BY APPROVED
<br />1 WE
<br />CRIG 5-001 STRUCTURAL VERTICAL UPGRADES
<br />A RESPONSE TO SKANSKA RFI #525 & #530
<br />Al DEFERRED SUBMITTAL
<br />1786915 CP&A -
<br />1766915 CPA/RLP JTH
<br />1786915 CP A/HSK
<br />1D,08.19
<br />11.15.19
<br />XX.X)(.20
<br />5
<br />STRUCTURAL OBSERVATION
<br />1, STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN
<br />ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE VISUAL
<br />OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEMS
<br />AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR
<br />GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL
<br />OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED
<br />OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.
<br />2. THE OWNER WILL EMPLOY AN ENGINEER LICENSED TO PERFORM STRUCTURAL
<br />OBSERVATION IN THE PROJECT JURISDICTION.
<br />3. THE STRUCTURAL OBSERVER WILL PROVIDE A LETTER TO BE SUBMITTED TO THE
<br />BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FIRST SITE
<br />VISIT. THE STRUCTURAL OBSERVER WILL ALSO INFORM THE OWNER OF THE
<br />REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SHALL PRESIDE OVER THIS
<br />MEETING.
<br />4. THE OWNER OR OWNER'S REPRESENTATIVE WILL COORDINATE COMMUNICATION
<br />BETWEEN THE FOR RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL
<br />OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTORS.
<br />THE PURPOSE OF THIS COMMUNICATION WILL BE TO IDENTIFY THE MAJOR
<br />STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND
<br />LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE
<br />REQUIRED OBSERVATIONS.
<br />5. REPORTS WILL 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 WILL 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 WILL PERFORM OBSERVATIONS AT TIME FOLLOWING
<br />SIGNIFICANT CONSTRUCTION STAGES:
<br />CONSTRUCTION STAGES EI.._EMENTS/CONNECTIONS TO BE OBSERVED
<br />a) AT SUBSTANTIAL COMPLETION OF THE PRIMARY ELEMENT REINFORCING AND
<br />BRACING.
<br />5) AT SUBSTANTIAL COMPLETION OF THE PRIMARY CONNECTION REINFORCING.
<br />SUBMITTALS
<br />1. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE FOR FOR REVIEW AND
<br />APPROVAL PRIOR TO FABRICATION/ERECTION/INSTALLATION. THESE ITEMS ARE IN
<br />ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED ON THESE PLANS OR IN THE
<br />PROJECT SPECIFICATIONS.
<br />STRUCTURAL SU METALS
<br />ITEM PROD SHOP TEST CALCS BLDG
<br />DATA DWGS RESULTS DEPT
<br />STRUCTURAL STEEL YES YES - - YES
<br />GROUT YES
<br />TEMP BRACING/SHORING, ETC. YES - - YES -
<br />2. "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE MATERIAL AND/OR
<br />PRODUCT 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 DATA
<br />REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE PURPOSE OF THESE
<br />DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR UNDERSTANDS THE DESIGN
<br />CONCEPT DOCUMENTED HEREIN. SUBMITTALS CONSISTING OF DRAWINGS TAKEN
<br />DIRECTLY FROM THESE PLANS WILL NOT BE APPROVED. IF DEVIATIONS,
<br />DISCREPANCIES OR CONFLICTS BETWEEN SHOP DRA��ING SUUBMITTALS AND THE
<br />CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER REVIEW BY
<br />THE EOR, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL
<br />BE FOLLOWED. RESPONSIBILITY FOR ADHERENCE TO THE CONTRACT DOCUMENTS LIES
<br />SOLELY WITH THE CONTRACTOR, DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY
<br />THE FOR AND THEREFORE MUST BE VERIFIED BY a'HE CONTRACTOR.
<br />ACCEPTABILITY -
<br />THIS DESIGN AND/OR Oa
<br />SPECIFICATION IS APPROVED _
<br />APPROVED BY DEPT. DATE -
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<br />SUBMITTALS CONT.
<br />4. ,,TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY BUILDING CODE
<br />OR THESE PLANS.
<br />5. "CALCS" - SUBMIT SIGNED AND SEALED PREPARED BY A DESIGN PROFESSIONAL
<br />AUTHORIZED TO PERFORM WORK IN THE PROJECT JURISDICTION. CALCULATIONS
<br />SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE
<br />BASIC STRUCTURE. THE COMPONENT DESIGNER SHALL BE RESPONSIBLE FOR CODE
<br />CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT
<br />ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.
<br />6. "BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND APPROVED
<br />BY THE BUILDING OFFICIAL PRIOR TO FABRICATION AND/OR INSTALLATION.
<br />7. THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE SUBMITTALS PRIOR TO
<br />REVIEW BY THE EOR. UNREVIEWED OR UNSTAMPED SUBMITTALS WILL BE
<br />RETURNED TO THE CONTRACTOR UNREVIEWED.
<br />S. THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS.
<br />COMMENTS OR MARKS ON SUBMITTALS ARE A NORMAL AND EXPECTED PART OF THE
<br />SUBMITTAL PROCESS AND SHALL NOT BE USED AS A BASIS FOR CHANGE ORDERS.
<br />TIME REQUIRED TO REVISE AND RESUBMIT ANY SUBMITTAL SHALL BE CONSIDERED
<br />INHERENT IN THE TO THE SUBMITTAL REVIEW PROCESS AND SHALL NOT BE DEEMED
<br />A CHANGE ORDER.
<br />9. RESUBMITTALS SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWING
<br />CLOUDS AND REVISION DATES. THE FOR SHALL NOT BE RESPONSIBLE FOR THE
<br />REVIEW OF ANY UNMARKED REVISIONS.
<br />10. CONTRACTOR REQUESTED SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TO THE
<br />FOR FOR APPROVAL PRIOR TO PURCHASE OF MATERIALS, FABRICATION OR
<br />CONSTRUCTION. FORMAT OF REQUEST FOR SUBSTITUTIONS (RFS) SHALL BE PER
<br />SPECIFICATION REQUIREMENTS, CHANGES SHOWN ON SHOP DRAWINGS ONLY DO NOT
<br />SATISFY THIS REQUIREMENT, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
<br />ADDITIONAL ENGINEERING EFFORT AND ASSOCIATED FEES REQUIRED FOR REVIEW AND
<br />APPROVAL OF ANY AND ALL REQUESTED SUBSTITUTIONS.
<br />STRUCTURAL STEEL
<br />1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE
<br />BUILDING CODE AND AISC STANDARDS USING LOADS AS DEFINED IN AISC-360
<br />SECTION B "DESIGN REQUIREMENTS:
<br />2. STRUCTURAL STEEL FABRICATION, ERECTION AND DIMENSIONAL TOLERANCES OF
<br />STRUCTURAL STEEL MEMBERS SHALL CONFORM TO AISC REQUIREMENTS AND THE
<br />PROJECT SPECIFICATIONS, AND THESE DRAWINGS, WHICHEVER IS MORE STRICT.
<br />3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED
<br />ON THE STRUCTURAL DRAWINGS:
<br />A. WIDE FLANGE SHAPES ASTM A992, Fyn = 50 KSI
<br />B. PLATES AND BARS ASTM A572, GR 50, Fy = 50 KSI
<br />C. CHANNELS AND ANGLES ASTM A36, Fy = 36 KSI
<br />D. HOLLOW ROUND SECTIONS ASTM A500--B, Fy = 42 KSI
<br />E. HOLLOW RECTANGULAR SECTIONS ASTM A500-C, Fy = 50 DKSI
<br />F. ROUND PIPE ASTM A53-8, Fy = 35 KSI
<br />G. ANCHOR RODS EMBEDDED IN CONCRETE ASTM F1554 GRADE 36
<br />H. CONNECTION BOLTS A325--STD, UNLESS
<br />OTHERWISE NOTED
<br />4. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW
<br />AND APPROVAL PRIOR TO THE START OF FABRICATION.
<br />5. MELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. ALL
<br />WELDS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS AND AISC STANDARDS. USE
<br />MATCHING LOW -HYDROGEN ELECTRODES, E70XX MINIMUM, UON. ALL SUBMITTED WPS
<br />AND ANY ASSOCIATED PQR MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION.
<br />6. ALL WELDS SHALL BE PERFORMED BY WABO CERTIFIED IN THE JURISDICTION HAVING
<br />AUTHORITY OVER THIS PORTION OF THE WORK.
<br />7. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH
<br />REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, LION.
<br />S. BOLTED CONNECTIONS SHALL BE PRETENSIONED AND IF PAINTED, SHALL MEET THE
<br />REQUIREMENTS FOR A CLASS A FRYING SURFACE. ALL BOLTED CONNECTIONS
<br />SHALL BE MADE USING STANDARD HOLES IN ALL PLYS U.O.N,
<br />9. PENETRATIONS OF ANY SIZE IN ANY AREA OF THE MEMBER MUST BE REVIEWED AND
<br />APPROVED BY THE EOR.
<br />10. NEW BEAMS AND GIRDERS SHALL NOT SUPPORT PIPING OR OTHER NON -DETAILED
<br />ELEMENTS WITHOUT THE REVIEW OF THE EOR.
<br />11. TENSION CONTROL BOLTS AS ALLOWED BY THE AISC MAY BE SUBSTITUTED FOR
<br />BOLTS SPECIFIED IN THESE PLANS AT THE DISCRETION OF THE EOR. SUCH BOLTS
<br />SHALL BE CONSIDERED A SUBSTITUTION REQUEST AND SHALL MEET ALL RELEVANT
<br />REQUIREMENTS OF THE AISC, RCSC AND ASTM.
<br />ADDENDUM Gl ® 07.102020
<br />DEFERRED SUBMITTAL
<br />6dRRENT REVISION SYMBOL DATE
<br />STRUCTURAL ABBREVAT�ONS AND NOTES17869 151 1 XX.XX.20
<br />SHEET
<br />TITLE 45-001 STRUCTURAL VERTICAL UPGRADES S2-2
<br />BUILDING 45-001 JOB NO. 1786915 COMP NO.
<br />DWG NO.
<br />STRUCTURAL MASTER EVERETT, WA 45-001-S2-
<br />
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