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EXISTING CONS'1�RUCTION SPECIAL lNSPECTION CONT.
<br /> SPECIAL INSPECTION CONT. SUBMITTALS CONT.
<br /> 1 . EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE 7. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY: G. BOLTS, AFTER BOLTING 3. "SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW
<br /> ONLY. �ONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO A. (PER) PERIODIC OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION i. (CONT) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL
<br /> FABRICA�f�ION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE CONNECTIONS. DATA REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE
<br /> OF EXIS1'ING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR
<br /> BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE OF THE WORK. H. OTHER STEEL INSPECTIONS UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS '
<br /> REPORTED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFQRE BEGINNING B. (CONT) CONTINUOUS OBSERVATION OF WORK REQUIRING SPECIAL i. (PER) VERIFICATION OF STRUCTURAL STEEL DETAILING - VERIFY CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT �
<br /> WORK. REFER TO ARCHITECTURAL, PLANS FOR DIMENSIONS, EMBEDMENTS AND INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN COMPLIANCE WITH THE DETAILS SPECIFIED ON THE STRUCTURAL BE APPROVED. IF DEVIATIONS, DISCREPANCIES OR CONFLICTS BETWEEN SHOP �
<br /> OPENINGS NOT SHOWN. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL THE AREA WHERE THE WORK IS BEING PERFORMED. DRAWINGS. DRAWING SUBMITrALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, �
<br /> PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENWGS NOT SHOWN. ii, (CONT) ANCHOR RODS/EMBEDS - VERIFY MATERIAL, GRADE, DIAMETER, EITHER PRIOR TO OR AFTER REVIEW BY THE STRUCTURAL ENGINEER, THE
<br /> 8. STEEL INSPECTIONS LENGTH AND TYPE OF ELEMENT AND EMBEQMENT DEPTH. DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL� AND SHALL BE
<br /> 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM iii. (CONT) PROTECTED ZONE - NO HOLES AND UNAPPROVED FOLLOWED. RESPONSIBILITY FOR ADHERENCE TO THE CONTRACT DOCUMENTS
<br /> THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE A. WELDS, PRIOR TO WELDING ATfACHMENTS MADE. LIES SOLELY WITH THE CONTRACTOR. DIMENSIONS AND QUANTITIES ARE NOT °
<br /> SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR (CONT) WELDING PROCEDURE SPECIFICATI(?NS (WPSS) AVAIIABLE. REVIEWED BY THE STRUCTURAL ENGINEER AND THEREFORE MUST BE VERIFIED
<br /> MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN �' iv. (CONT) RBS GEOMETRY REQUIREMENTS, IF APPLICABLE. BY THE CONTRACTOR.
<br /> PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION. ��• (CONT) MANUFACTURE CERTIFICATIONS FOR WELDING CONSUMABLES �
<br /> AVAILABLE. . ,
<br /> 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL iii. (PER) MATERIAL IDENTIFICATION (TYPE/GRADE). 4. "TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY
<br /> iv. PER WELDER IDENTIFICATION SYSTEM - THE FABRICATOR OR ERECTQR, STRUCTURAL OBSERVATION BUILDING CODE OR THESE PIANS.
<br /> VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY C ) .
<br /> DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO 1 . STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN 5. "CALCS" - SUBMIT SIGNED AND SEALED PREPARED BY A DESIGN
<br /> PRIOR TO BEGINNING WORK. HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE PROFESSIONAL AUTHORIZED TO PERFORM WORK IN THE PROJECT
<br /> v. (PER) FIT-UP OR GROVE WELDS (INCLUDING JOINT GEOMETRY) VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE JURISDICTION. CALCULATIONS SHALL INDICATE THE MAGNITUDE AND
<br /> 4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN v�. (PER) CONFIGURATION AND FINISH OF ACCESS HOLES STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE DIRECTION �F ALL LOApS IMPOSED ON THE BASIC STRUCTURE. THE
<br /> ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS vii. (PER) FIT-UP OF FILLET WELDS COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS COMPONENT DESIGNER SHALL BE RESPONSIBLE FOR CODE CONFORMANCE �
<br /> FOR THE QRIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS viii. (PER) CHECK WELDING EQUIPMENT AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE
<br /> BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING ARCHITECTURAL AND STRUCTURAL DRAWINGS. �
<br /> TO THE AS-BUILT CONSTRUCTION SHALL BE REPORTED TO THE B. WELDS, DURING WELDING INSPECTOR OR THE DEPUTY INSPECTOR.
<br /> STRUCTURAL ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. i. (PER) USE OF QUALIFIED WELDERS 6. "BLDG DEPT" - IF GHECKED, THE SUBMITfALS SHALL BE REVIEWED AND
<br /> ii. (PER) CONTROL AND HANDLING OF WELQING CONSUMABLES 2. THE OWNER SHALL EMPLOY AN ENGINEER LICENSED TO PERFORM APPROVED BY THE BUILDING OFFICIAL PRIOR TO FABRICATION AND
<br /> 5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL iii. PER NO WELDING OVER CRACKED WELDS. STRUCTURAL OBSERVATION IN THE PROJECT JURISDICTION. /OR •
<br /> ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR � � INSTALLATION.
<br /> RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED iv. (PER) ENVIRONMENTAL CONDITIONS
<br /> ON THE PLANS, SECTIONS AND DETAILS. ( ) 3. THE STRUCTURAL OBSERVER SHALL PROVIDE A LETTER TO BE SUBMITTED TO THE
<br /> v. PER WPS FOLLOWED 7. THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE SUBMITTALS PRIOR TO
<br /> vi. (PER) WELDING TECHNIQUES BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE REVIEW BY THE STRUCTURAL ENGINEER. UNREVIEWED OR UNSTAMPED �
<br /> FIRST SITE VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM
<br /> 6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SUBMITTALS WILL BE REfURNED TO THE CONTRACTOR UNREVIEWED. M
<br /> ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT C. WELDS, A�fER WELDING SHALL PRESIDE OVER THIS MEETING.
<br /> OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL i. (PER) WELDS CLEANED. 8. THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS. -
<br /> NEW ELEMENTS, IN ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL ii. (CONT) SIZE, LENGTH AND LOCATION OF WELDS. COMMENTS OR MARKS ON SUBMITTALS ARE A NORMAL AND EXPEGTED PART OF
<br /> DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION THE SUBMITTAL PROCESS AND SHALL NOT BE USED AS A BASIS FOR CHANGE
<br /> iii. (CONT) WELDS MEET VISUAL ACCEPTANCE CRITERIA. BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL ORDERS. TIME REQUIRED TO REVISE AND RESUBMIT ANY SUBMITfAL SHALL BE
<br /> MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON iv. (CONT) ARC STRIKES. DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS �
<br /> THE PLANS, SECTIONS AND DETAILS. v CONSIDERED INHERENT IN THE TO THE SUBMITfAL REVIEW PROCESS AND SHALL ,'
<br /> (CONT) K-AREA {WHEN WELDING OF DOUBLER PLATES, CONTINUIIY AND SPECIAL INSPECTORS. THE PURPOSE OF THIS GOMMUNICATION SHALL BE NOT BE DEEMED A CHANGE ORDER.
<br /> DEMOLITION PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT
<br /> VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 31N AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE 9. RESUBMITfALS SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWING
<br /> 1 . ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE OF THE WELD. AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. CLOUDS AND REVISION DATES. THE STRUCTURAL ENGINEER SHALL NOT BE
<br /> EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. vi. (CONT) BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED). RESPONSIBLE FOR THE REVIEW OF ANY UNMARKED REVISIONS. �
<br /> vii. (CONT) REPAIR ACTIVITIES. 5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED -
<br /> 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO viii. (CONT) DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT TO THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD 10. CONTRACTOR REQUESTED CHANGES OR SUBSTITUTIONS SHALL BE SUBMITfED -
<br /> REDUCE SUCH DAMAGE TO A MINIMUM. OR MEMBER. OF THE PRECONSTRUCTION MEETING NOTED ABOVE SHALL BE INCLUDED IN THE IN WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO .
<br /> FIRST OBSERVATION REPORT. FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
<br /> 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICN ARE DAMAGED D. NONDESTRUCTIVE WELD TESTING ONLY WILL NOT SATISFY THIS REQUIREMENT. CONTRACTOR WILL BE
<br /> DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. i. �JP WELDS - ULTRASONIC TESTING SHALL BE PERFORMED ON 6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS RESPONSIBLE FOR ANY ADDITIONAL ENGINEERING EFFORT AND ASSOCIATED �
<br /> ALL CJP JOINTS IN MATERIALS 5/16 INCH AND THICKER. PRIOR TO DATE OF THE PROPOSED OBSERVATION. FEES REQUIRED FOR REVIEW AND APPROVAL OF REQUESTED CHANGES AND
<br /> ii, WELD ACCESS HOLES IN MATERIALS 1 1/2 INCH OR THICKER - SUBSTITUTIONS.
<br /> FLANGES SHALL BE TESTED USING MAGNETIC PARTICLE OR 7• THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING
<br /> SPECIAL INSPECTION PENETRANT TESTING. SIGNIFICANT CONSTRUCTION STAGES: �
<br /> 1 . SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, iii. AFTER JOINT COMPLETION, BASE METAL THICKER THAN 1 �� INCH CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED POST INSTALLED ANCHORAGE -
<br /> IN CONTRACT WITH THE OWNER AND APPROVED BY THE BUILDING OFFICIAL, WHERE THE CONNECTED MATERIAL IS GREATER THAN '� INCH, AND
<br /> CONTAINS CJP GROOVE WELDS SHALL BE ULTRASONICALLY TESTED. 1 . ADHESIVE ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL
<br /> SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK iv. REDUGED BEAM SECTION REPAIR - MP TESTING SHALL BE a) AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRUCTURE. CONFORM TO THE FOLLQWING: 4
<br /> (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS): PERFORMED �N ANY WELD AND ADJACENT AREA �F THE REQUCED
<br /> BEAM SECTION CUT SURFACE THAT HAS BEEN REPAIREQ BY WELDING, A. CONCRE7E EPDXY ANCHORS: HILTI HIT-RE 500-SD ESR-2322 �
<br /> ITEM BUILDING CODE OR ON THE BASE METAL OF THE REDUCED BEAM SECTION CUT SUBMITTALS
<br /> REFERENCE SURFACE IF A SHARP NOTCH HAS BEEN REMOVED BY GRINDING. B. GROUTED REINFORCED
<br /> STEEL 17a5.2 AND v. WELD TAB REMOVAL SITES - AT TNE END OF WELDS, WHERE WELD 1 . THE FOLLOWING ITEMS SHALL BE SUBMITfED TO THE STRUCTURAL ENGINEER CMU EPDXY ANCHORS: HILTI HIT-HY 70 ESR-2682
<br /> AISC 360 CHAPTER N TABS HAVE BEEN REMOVED, MPT SHALL BE PERFORMED ON THE SAME FOR REVIEW AND APPROVAL PRIOR TO FABRICATION/ERECTION/INSTALLATION.
<br /> DETAIL VERIFICATION BEAM-TO-COLUMN JQINTS RECEIVING UT. THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS 5PECIFIED C. UNREINFORCED OR UNGROUTED �'
<br /> WELDING OF STRUCTURAL STEEL E. BOLTS, PRIOR TO BOLTING ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS. MASONRY EPDXY ANCHORS HILTI HIT-HY 70 ESR-2682
<br /> HIGH STRENGTH BOLTING i. (CONT) MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER 2. MECHANICAL ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL •
<br /> SPECIAL SYSTEMS 1705.1 .1 MATERIALS. STRUCTURAL SUBMITTALS CONFORM TO THE FOLLOWING:
<br /> EXPANSION/EPDXY ANCHOR BOLTS ii. (PER) FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. ,
<br /> iii. (PER} PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, ITEM PROD SHOP TEST CALCS BLDG A. CONCRETE EXPANSION ANCHORS: HILTI KWIK BOLT TZ ESR-1917 r
<br /> T`(PE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM DATA DWGS RESULTS DEPT
<br /> 2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON SHEAR PLANE). B. CONCRETE UNDERGUT ANCHORS HILTI HAD ESR-1546
<br /> THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING iv. (PER) PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL STRUCTURAL STEEL - YES - - - ,
<br /> OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CERTIFICATES v. (PER) CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING GROUT YES - - _ _ C• GROUTED REINFORCED �,
<br /> OF COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FROM THE SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET CMU EXPANSION ANCHORS HILTI KWIK BOLT 3 ESR-1385
<br /> FABRICATORS OR MANUFACTURERS OF THE FOLLOWING COMPONENTS: APPLICABLE REQUIREMENTS. EPDXY AND EXP ANCHORS YES - - - - .
<br /> 3. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE , €�
<br /> vi. (PER) PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION T I P P E D D R I L L B I T I N A C C O R D A N C E W I T H T H E M A N U F A C T U R E R'S I N S T R U C T I O N S `
<br /> STRUCTURAL STEEL PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
<br /> ASSEMBLIES AND METHODS USED. 2. "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT AND THE APPLICABLE ICC EVALUATION REPORT.
<br /> 3. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING vii. (PER) PROPER STORAGE PROVIDED FOR BOLTS NUTS WASHERS PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PIANS AND •
<br /> OFFICIAL FOR THEIR USE ANQ SHALL BE INSTALLED ACCORDING TO THE AND OTHER FASTENER COMPONENTS. � � THE PROJECT SPECIFICATIONS. 4. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S
<br /> MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS. INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER
<br /> TO PRODUCE A QRY, DUST-FREE HOLE.
<br /> F. BOLTS, DURING BOLTING .
<br /> 4. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF i. (PER) FASTENERS ASSEMBLIES, OF SUITABLE CONDITION, PLACED 5. INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH
<br /> MOMENT-RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT � -
<br /> GOVERNING CODE. AS REQUIRED. IN ORDER TO PR�DUCE AN AIR-VOID FREE INJECTION. '
<br /> 5. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE ii. (PER) JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE :
<br /> DISTRIBUTED TO THE OWNER, STRUCTURAL ENGINEER, AND PRETENSIONING OPERATION.
<br /> BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. iii. (PER) FASTENER COMPONENT NOT TURNED BY THE WRENCH
<br /> PREVENTED FROM ROTATING. '
<br /> 6. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. iv. (PER) FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC � .
<br /> SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID AD D E N D V M H - D C N�H ���N
<br /> POINT TOW �
<br /> ARD THE FREE EDGES. N � I N E E � S
<br /> I S S lJ E F 0 R P E R M I T ���� 2�d A�e.,Suite 400�Seattle,WA 981p1 �
<br /> ph 206.623.�717�fax 206.624.3775
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<br /> SYM REVISION BY ARPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL(� D (� DATE '
<br /> �gY s. or ACCEPTA8ILITY R. REEVES a5.11.�8 STRUCTURAL ABBREVIATIONS AND NOTES
<br /> ORIG 45-003 MODIFICATIONS PROCESS AIR REVISIONS 1786915 CEI EO 05.11.18 `}' a � THIS DESIGN AND/OR � 1786915 v I \ I `j 05.1 1 .18
<br /> �� � SPECIFICATION IS APPROVED K. WANG 05.11.�S SHEET .
<br /> BOE���� TITLE 45-003 MODIFICATIONS PROCESS AIR REVISIQNS
<br /> APPROVED BY DEPT. DATE K. WANG O5.��.�S S 2 b 2
<br /> CHECKED
<br /> � E. O J A L A 0 5.1 1.,$ BUILDING 45 043
<br /> 88081 � APPROVED � JOB N0. COMP N0,
<br /> 1786915
<br /> �'�SI ��� APPROVED DWG N0. .
<br /> �N� STRUCTURAL MASTER EVEREfT, WA 45-003-S2b-2 �
<br /> F,lQ/1 R
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