3003 W CASINO RD 2018 BLDG 45-03 Plans 2022-12-05 (2)

POST INSTALL�� ANCHORAGE CONT. STRUCTURAL STEEL, MISC. METAL CONT. � 6. SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER-FILLED 16. REPAIR ALL DAMAGE TO GALVANIZED COATINGS BY EITHER THE HOT-STICK OR HOLES, UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY HIGH-ZINC PAINT METHODS IN ACCORDANCE WITH ASTM A780. THE ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE ICC-ES REPORT. 17. FABRICATOR SHALL REVIEW PROJECT SPECIFICATIONS TO DETERMINE 7. STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE PAINTING AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED IN - DRAWINGS AND MUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS. CONCRETE OR TO RECEIVE SPRAY-ON FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT , 8. SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL IN FIELD PRIOR TO WELDING. ENGINEER OF RECORD PRIOR TO INSTALLATION AND SHALL HAVE A VALID ICC-ES EVALUATION IN ACCORDANCE WITH THE APPLICABLE BUtLDING CODE. 18. CONTRACTOR SHALL COMPLY WITH OSHA REGULATION 29 CFR PART 1926, , � SUBPART R - STEEL ERECTION, PUBLISHED JANUARY 18, 2001 . MISCELLANEOUS 9. ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE PLATES FOR GUYING CABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC. EMBEDMENT DEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL SHALL BE ADDED AS REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND BE PROVIDED AS REQUIRED BY THE ANCHOR MANUFACTURER AND ASSOCIATED PROVIDE ADEQUATE BASE PLATE SHIMS, GUYS, OR TEMPORARY BRACING AS CODE APPROVALS. REQUIRED PER SECTION 192fi.755. STRUCTURAL STEEL, MISC. METAL ' 1 . STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM ' TO THE BUILDING CODE AND AISC STANDARDS USING LOADS AS DEFINED IN AISC-360 SECTION B3-3 "DESIGN FOR STRENGTH USING LOAD AND RESISTANCE FACTOR DESIGN (LRFD)". 2. STRUCTURAL STEEL FABRICATION, ERECTION AND DIMENSIONAL TOLERANCES OF STRUCTURAL STEEL MEMBERS SHALL CONFORM TO AISC REQUIREMENTS - AND THE PROJECT SPECIFICATIONS. " � . � . . . . �4' r 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS: . A. WIDE FLANGE SHAPES ASTM A992, Fy = 50 KSI B. PLATES AND BARS ASTM A36, Fy = 36 KSI C. CHANNELS AND ANGLES ASTM A36, Fy = 36 KSI D. HOLLOW ROUND SECTIONS ASTM A500-B, Fy = 42 KSI °<: . E. HOLLOW RECTANGULAR SECTIONS ASTM A500-B, Fy = 46 KSI F. ROUND PIPE ASTM A53-B, Fy = 35 KSI G. ANCHOR RODS EMBEDDED IN CONCRETE ASTM F1554 GRADE 36 H. CONNECTION BOLTS A325-N-STD 4. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR • REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. 5. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. ALL WELDS SHALL 8E PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC ' STANDARDS. USE E70XX ELECTRODES, UON. 6. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISQICTION HAVWG AUTHORITY OVER THIS PORTION OF THE WORK. 7. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH - REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON. ' 8. BOLTED CONNECTIONS OF MEMBERS MARKED 'SLRS' OR CONNECTIONS NOTED AS SLIP CRITICAL SHALL BE PRE7ENSIONED AND SHALL MEET THE REQUIREMENTS FOR A CLASS A FAYING SURFACE. CONNECTIONS AT THESE MEMBERS SHALL BE . MADE USING STANQARD HOLES IN ALL PLYS. 9. PENETRATI4NS OF ANY SIZE IN ANY AREA OF THE MEMBER MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. 10. BEAMS AND GIRDERS SHALL NOT SUPPORT PIPING LARGER THAN 10" QIAMETER WITHOUT THE REVIEW OF THE STRUCTURAL ENGINEER OF RECORD. 11 . TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN THESE PLANS AT THE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC • BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A490. 12. A449, A193 GRADE B7, OR F1554 GRADE 105 THREADED ROQ SHALL BE USED WHERE THRU BOLT LENGTH QOES NOT ALLOW FOR STANDARD A325 BOLTS. PROVIDE ASTM A563 NUTS WITH MAT�HED WASHERS AT BOTH ENDS. 13. USE DOUBLE NUTS OR SINGLE NUT AND PEENED THREADS AT BOLTED CONNECTIONS WITH LONG SL�T HOLES. 14. HOLE SIZES IN STEEL MEMBERS CONNECTED TO CONCRETE OR MASONRY SHALL ' BE 1/16" LARGER THAN THE BOLT DIAMETER. THE USE OF IARGER HOLES WOULD REQUIRE THE USE OF WELDED PLATE WASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL ENGWEER. HARDENED OR COMMON PLATE WASHERS ARE REQUIRED BELOW ALL NUTS WHERE OVERSIZED HOLES ARE USED AND SHALL BE SIZED TO COVER THE ENTIRE HOLE. MAXIMUM HOLE SIZES AND MINIMUM WASHER SIZES FOR COLUMN BASE PLATES SHALL BE IN ACCORDANCE - WITH TABLE 14-2 OF THE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION, " ;;:�. 15. WHERE SPECIFIED, GALVANIZED STEEL SHALL CONFORM TO ASTM A123 WITH MINIMUM COATING THICKNESS GRADE 60. VENT HOLES ARE THE RESPONSIBILITY Q QI-r■�■AN . � OF THE CONTRACTOR AND SHALL BE INDICATED ON THE SHOP DRAWINGS. ALL /1D D E N D lJ M H - D C N�H� STEEL MEMBERS AND FASTENERS EXPOSED TO THE EXTERIOR SHALL BE N 6 I N E E � S HOT-DIPPED GALVANIZED. I E F � �� V 0 P E R M I T 1101 2nd Ave.,Suite 400�5eattle,WA 98101 ph 206.623.0Ti 7�fax 206.624.37T5 coffman.com LAS'T�NG creativlty�results�ielationahips DRAWN DATE S�BT'T�E STRUCTURAL ABBREVIATI�NS AND NOTES CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE $�{,Y s. 0� ACCEPTABILITY R. REEVES Q5.11.18 ORIG 45-003 MODIFICATIONS PROCESS AIR REVISIONS 1786915 CEI EO 05.11.18 ,��' o= �'�g y THIS DESIGN AND/OR CHECKED - �786�� 0 R I G 05.1 1 .18 7� SPECIFICATION IS APPROVED K. WANG 05.11.18 SHEET , BOE�� APPROV�D BY DEPT. DATE K. WANG o5.�1.�s Ti�E 45-003 MODIFICATIONS PROCESS AIR REVISIONS � CHECKED S 2 b 3 � E. OJALA 05.11.�8 BUILDIN� 45-�03 JOB N0. COMP N0. � 88d81 � APPROVED �7H69�5 S$��N�y � APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 45-003-S2b-3 c in i�o