|
- i
<br /> I
<br /> STRUCTURAL STEEL, MISC. METAL POST INSTALLED ANCHORAGE
<br /> 1 . STRUCTURAL STEEL DEIAILING, FABRICATION AND ERECTION SHALL CONFORM 1 . ADNESIVE ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL
<br /> TO THE BUILDING CODE AND AISC STANDARDS USING LOADS AS DEFINED IN CONFORM TO THE FOLLOWING:
<br /> AISC-36Q SECTION B3-3 "DESIGN FOR STRENGTH USING LOAD AND RESISTANCE
<br /> FACTOR DESIGN (LRFQ)". A. CONCRETE EPDXY ANCHORS: HILTI HIT-RE 500-SD ESR-2322
<br /> 2. STRUCTURAL STEEL FABRICATION, ERECTION AND DIMENSIONAL TOLERANCES B. GROUTED REINFORCED r
<br /> OF STRUCTURAL STEEL MEMBERS SHALL CONFORM TO AISC REQUIREMENTS CMU EPQXY ANCHORS: HILTI HIT-HY 70 ESR-2682 �
<br /> AND THE PROJECT SPECIFICATIONS. '
<br /> C. UNREINFORCED OR UNGROUTED �
<br /> 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE MASONRY EPDXY ANCHORS HILTI HIT-HY 70 ESR-2682
<br /> NOTED ON THE STRUCTURAL DRAWINGS: -
<br /> 2. MECHANICAL ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL
<br /> A. WIDE FLANGE SHAPES ASTM A992, Fy = 50 KSI CONFORM TO THE FOLLOWING:
<br /> B. PLATES AND BARS ASTM A572 GRADE 50 A. CONCRETE EXPANSION ANCHORS: HILTI KWIK BOLT TZ ESR-1917
<br /> C. CHANNELS AND ANGLES ASTM A36, Fy = 36 KSI B. CONCREfE UNDERCUT ANCHORS HILTI HAD ESR-1546 ' •
<br /> D. HOLLQW ROUND SECTIONS ASTM A500-B, Fy = 42 KSI C. GROUTED REINFORCED ,
<br /> CMU EXPANSION ANCHORS HILTI KWIK BOLT 3 ESR-1385
<br /> E. HOLLOW RECTANGULAR SECTIONS ASTM A500-B, Fy = 46 KSI
<br /> 3. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE
<br /> F. ROUND PIPE ASTM A53-B, Fy = 35 KSI TIPPED DRILL BIT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIQNS
<br /> . AND THE APPLICABLE ICC EVALUATION REPORT.
<br /> G. ANCHOR RODS EMBEDDED IN CONCRETE ASTM F1554 GRADE 36
<br /> 4. BORE HOLE CLEANING PROCEQURES MUST COMPLY WITH THE MANUFACTURER'S �
<br /> H. CONNECTION BOLTS A325-N-STD INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER
<br /> TO PRODUCE A DRY, DUST-FREE HOLE. �� `
<br /> 4. THE STRUCTURAL STEE� FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR
<br /> REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. 5. INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANGE WITH '
<br /> MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT
<br /> 5. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1 .1 REQUIREMENTS. IN ORQER TO PRODUCE AN AIR-VOID FREE INJECTION.
<br /> ALL WELDS SHALL BE PREQUALIFIEQ IN AGCORDANCE WITH AWS AND AISC
<br /> STANDARDS. USE E7QXX ELECTRODES, UON. 6. SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER-FILLED
<br /> HOLES, UNDERWATER AND OVERHEAD IN5TALLATIONS MUST BE APPROVED BY '
<br /> 6. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE THE ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE ICC-ES REPORT. �
<br /> JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK.
<br /> � r.�,
<br /> 7. STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE
<br /> 7. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH DRAWINGS AND MUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS. *
<br /> REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON. PLEASE BAN GMAW-P.
<br /> 8. SUBSTITUTIQNS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL
<br /> 8. BOLTED CONNECTIONS OF MEMBERS MARKED 'SLRS' OR CONNECTIONS NOTED ENGINEER OF RECORD PRIOR TO INSTALLATION AND SHALL HAVE A VALID
<br /> AS SLIP CRITICAL SHALL BE PRETENSIONED AND SHALL MEEf THE REQUIREMENTS ICC-ES EVALUATION IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. -
<br /> FOR A CLASS A FAYING SURFACE. CONNECTIONS AT THESE MEMBERS SHALL BE
<br /> MADE USING STANDARD HQLES IN ALL PLYS. 9. ALL ANCHOR EMBED QEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE
<br /> EMBEDMENT DEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL
<br /> 9. PENETRATIONS OF ANY SIZE IN ANY AREA OF THE MEMBER MUST BE REVIEWED BE PROVIDED AS REQUIRED BY THE ANCHOR MANUFACTURER AND ASSOCIATED
<br /> AND APPROVED BY THE STRUCTURAL ENGINEER. CODE APPROVALS. �;, .
<br /> 10. BEAMS AND GIRQERS SHALL NOT SUPPORT PIPING LARGER THAN 10" DIAMETER ATTIC FLOOR PANELS
<br /> WITHOUT THE REVIEW OF THE STRUCTURAL ENGiNEER OF RECORD.
<br /> 11 . TENSION CONTROL BOLTS MAY BE SUBSTITUTEQ FOR THE BOLTS SPECIFIED IN 1 . THE AT�IC FLOOR PANELS SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH
<br /> THE DETAILS SHOWN IN THE STRUCTURAL DRAWINGS. PANELS SHALL BE SHOP QR
<br /> THESE PLANS AT THE DISCREfION OF THE CONTRACTOR. ASTM F1852 TC FIELD MODIFIED IN ACCORDANCE WITH MANUFACTURER'S BEST RECOMMENDED
<br /> BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC PRACTICES TO ACGOMMODATE THE STRUGTURAL, MECHANICAL AND ELECTRICAL
<br /> BOLTS MAY BE SUBSTITUTED FOR ASTM A490. PENETRATIONS AS REQUIRED. UNLESS OTHERWISE SHOWN OR NOTED ON THE *
<br /> 12. A449, A193 GRAQE B7, OR F1554 GRADE 105 THREADED ROD SHALL BE DRAWINGS, ALL SINGLE PENETRATIONS GREATER THAN 2 INCHES IN DIAMETER AND �
<br /> MULTIPLE PENETRATIONS ACROSS A SINGLE PANEL SHALL BE FRAMED ON ALL SIDES , '
<br /> USED WHERE THRU BOLT LENGTH DOES NOT ALLOW FOR STANDARD A325 TO SUPPORT THE P A N E L S. P A N E L S S H A L L B E F U L L Y S U P P O R T E D A T P A N EL ENDS
<br /> BOLTS. PROVIDE ASTM A563 NUTS WITH MATCHED WASHERS AT BOTH ENDS. A N D A T A N Y C U T S A W A Y F R O M P A N E L E N D S. T
<br /> 13. USE DOUBLE NUTS OR SINGLE NUT AND PEENEQ THREADS AT BOLTED �
<br /> CONNECTIONS WITH LONG SLOT HOLES.
<br /> 14. HOLE SIZES IN STEEL MEMBERS CONNECTED TO CONCREfE 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 T0 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 /> 15. WHERE SPECIFIED, GALVANIZED STEEL SHALL CONFORM TO ASTM A123 WITH
<br /> MINIMUM COATING THICKNESS GRADE 60. VENT HOLES ARE THE RESPONSIBILITY
<br /> OF THE CONTRACTOR AND SHALL BE INDICATEQ ON THE SHOP DRAWINGS. ALL
<br /> STEEL MEMBERS AND FASTENERS EXPOSED TO THE EXTERIOR SHALL BE
<br /> HOT-DIPPED GALVANIZED. `�
<br /> 16. REPAIR ALL DAMAGE TO GALVANIZED COATINGS BY EITHER THE HOT-STICK OR '
<br /> HIGH-ZINC PAINT METHODS IN ACCORDANCE WITH ASTM A780. � •
<br /> 17. FABRICATOR SHALL REVIEW PROJECT SPECIFICATIONS TO DETERMINE
<br /> PAINTING AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED IN
<br /> CONCRETE OR TO RECEIVE SPRAY-ON FIREPROOFING SHALL NOT BE PAINTEd.
<br /> DO NOT PAINT OR AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT
<br /> IN FIELD PRIOR TO WELDING.
<br /> 18. CONTRACTOR SHALL COMPLY WITH OSHA REGULATION 29 CFR PART 1926, �
<br /> SUBPART R - STEEL ERECTION, PUBLISHEQ JANUARY 18, 2001. MISCELLANEOUS ,
<br /> PLATES FOR GUYING CABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC.
<br /> SHALL BE ADDED AS REQUIRED. CONTRAGTOR SHALL EVALUATE COLUMNS AND � '
<br /> PROVIDE ADEQUATE BASE PLATE SHIMS, GUYS, OR TEMPORARY BRACING AS
<br /> REQUIRED PER SECTION 1926.755. .
<br /> oFFMaN � .
<br /> . DCN-H5 - 11 .2 � .2� 18 N G I H E E R s .
<br /> 1101 2nd,Suite 400�Seattle,WA 98101
<br /> I S S U E F 0 R C 0 N S T R T ph 206.623.Q717�fau 206.624.3775 �
<br /> U� I O� coffman.00m
<br /> L A S T I N G c r e a t i v i ty�r e s u l t a�r a l a t l o n s h i p a
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> .�gY s. oJ ACCEPTABILITY R. REEVES os.2s.,s STRUCTURAL ABBREVIATIONS AND NOTES
<br /> ,c���,�F wA�k�� ,y THIS DESIGN AND/OR cHECKEo 1786915 A � �.2� .�$
<br /> ORIG 45-003 MODIFICATIONS PROCESS AIR REVISIONS 1786915 CEI EO 06.26.18 �.� SPECIFICATION IS APPROVED K. WANG 06.26.18 sHE� �
<br /> A 45-003 MODIFICATIONS HATCH DOOR RELOCATION 1786915 CEI EO 11.21.18 �0����� �` ' 45-003 MODIFICATIONS HATCH DOOR RELOCATION �
<br /> R TITLE
<br /> APPROVED BY DEPT. DATE K. WANG 06.26.1 S S 2 b 3 .
<br /> - CHECKED �
<br /> � � E. OJALA 06.26.18
<br /> "�0 G.� 36 E��� ��,�W APPROVED BU I LD I N� 45�Oo� �oB "o. 1 7 8 6 9 1 5 COMP N0.
<br /> SSjONAL F'�� APPROVED r STRUCTURAL MASTER EVERETT, Wq owc No. 45-003-S2b-3
<br />
|