3003 W CASINO RD 2017 BLDG 45-12 Plans 2022-11-08 (4)

RUNWAY HANGER DESIGN BY CEI, SUPPLY BY OTHERS � I TRUSS BOTTOM CHORD BRACING � TRUSS BOTTOM CHORD LE� EI �i D . RUNWAY HANGER BRIDGE END TRUCK ASSEMBLY � R � SHIM PACK - DESIGN BY CEi, SUPPLY BY OTHERS BY OTHERS WIDE FLANGE BEAM RUNWAY RAIL WIDE FLANGE BEAM RUNWAY RAIL DESIGN BY CEI, SUPPLY BY OTHERS , DESIGN BY CEI, SUPPLY BY OTHERS oc� c�oc� WIDE FLANGE BEAM BRIDGE RAILS TRUSS BOTTOM CHORD BRIDGE END TRUCK ASSEMBLY BY OTHERS BY OTHERS i ii i � �{r I II I � � 9 \�� L— —� (�J� � ____ — ___ __________________________�_____________—— ————————_____— — ____ O o o � $ 0 0 /'� ° � ' � � 0 � / �"' p o"o o"o ° o"'o 0 0 �,� 1�� 1�j � o � � � � � � � � � � .� o � ° GEN ERAL NOTES o ..�... 00 0 o FULLY ARTICULATING . TROLLEY BY OTHERS CONNECTION 5T HOIST BY OTHERS - , BY OTHERS � HOOK WIDE FLANGE BEAM • BRIDGE RAIL , , , , , BY OTHERS . 00 ° ° TROLLEY BY OTHERS 5T HOIST BY OTHERS 8,_�8,� HOOK 10�„ _ 14,_2„ �P g REFERENCE DRAWI �IGS � CRA�1E Af� D HANGER DETA � � CRANE A�JD HANGER SE�T 0 �1 g B SCALE: 3/4"=1 '-Q" 53�2 SCALE: 3/4"=1 '-0" S372 � •___� 1 2 � 4 5 � 7 8 9 10 11 12 1 � 24'-3" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 24'-3" 18,_3„ i 1�,_3�, (E) ROOF TRUSS " � ---� � �-- B CO N STR U CTI 0 �1 N OTES � �: hE� VARIES 1 . THE RUNWAY AND BRIDGE RAIL (GIRQER) � i _ INSTALLATION SHALL COMPLY WITHIN ONE-HALF OF � THE TOLERANCES SH4WN IN CMAA 70 AND CMAA 74 i `�` i� FOR STRAIGHTNESS, SPAN, ELEVATION, AND � � \� `- RAIL-TO-RAIL ELEVATION. RAILS WHICH DO NOT MEET � \ r,BO STEEL THE STRAIGHTNESS REQUIREMENTS SHALL BE FLAME � i --------------------- - , � EL=660.50 STRAIGHTENED. � ��_�� 2. ALL RUNWAY & BRIDGE COMPONENTS TO BE � � INSPECTED AND INSTALLED BY MILLWRIGHTS W/ AT S372 S373 � � B LEAST 10 YEARS OF EXPERIENCE IN SIMILAR S� s� � i PROJECTS. OUTSIDE FACE -� � , Z METAL PANEL � � CRANE SPECIFICATIONS � I WALL, TYP � o TYPE: DOUBLE GIRDER UNDERHUNG BRIDGE CRANE _ W � o T R O L L E Y: D O U B L E G I R D E R U N D E R H U N G T R O L L E Y W I T H 5 w � � TON HOIST Y � o m BRIDGE: WIDE FLANGE CONSTRUCTION, FULLY x 0 � � FACE OF COLUMN ' " � o ARTICULATING END TRUCKS 292 -3%6 CLEAR @ GRIDS A & B FACE OF COLUMN � �- RUNWAY: WIDE FLANGE CONSTRUCTION � 292'-�" CLEAR � GRIDS C THRU Q o Q � �:` � � � z HOIST CAPACITY: 5 TONS = � � � � HOIST SPEED: 39 FPM WITH VFD DRIVE = � � \ �z' HOIST LIFT: 130' AVAILABLE LIF7 �- C1�Y �� V��TT TROLLEY SPEED: 10Q FPM; 2 SPEED WITH VFD DRIVE � i GIRT TYP � � ��v)��j�p ��,� P��Ni�� BRIDGE SPEED: 1QQ FPM; INFINITELY VARIABLE WITH VFD oO i °' � DRIVE AND SKEW CONTROL CRANE WEIGHT: TROLLEY: 6,060 LB . BRIDGE: 95,044 LB (INCLUDING ELECTRIFICATION & � CONTROLS) BRIDGE END TRUCK WHEEL LOADS: 3,124 LB PER WHEEL _ � TOSL PAIR (NO IMPACT) ' EL�=63 50' � - - - - - - - - - - - - - - - - - - - - - - - - EL=565.50' , � OFFMAN STRIP FOOTING D SERI PF�OOTING ISSUE FOR PERMIT H � � N E E R S SEE PLAN 5T B R D G E C RA�I E W E ST E L E�AT 0 N A �-' 1601 FifthAvenue,Suite 900�SeatUe,WA98101 „ , „ n 1 (� (� ph 206.623A717�f�206.624.3775 SCALE: 1/16 =1 -0 S7 S372 LJ 3. I V .�V � 7 � coffman.com LASTING creativiry�results�reletlonships SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ' �gY S• o J ACC EPTAB I LITY REEVES WADE 10.30.15 — EDC STATIC TEST FACILITY W3099715 CEI EO 10.30.15 ,c�,�' oF WAs l TNIS DESIGN AND/OR � BRIDGE CRANE FRAMING ELEVATION W4440664 B 03.10.17 ��.`��' o SPECIFICATION IS APPROVED R. MORGAN 10.30.�5 SHEET • A EDC STATIC TEST FACILITY — AS—BUILTS W3099715 CEI EO 10.03.16 � � TITLE EDC STATIC TEST FACILITY - PHASE 2 ^ BOE,�� APPROVED BY DEPT. DATE R. MORGAN �0,30.15 �� B EDC STATIC TEST FACILITY PHASE 2 W4440664 RGW EO 03.10.�� CHECKED S 3 � � 33831 �'�� PPROVED �d•3�.15 B U I LD I N G 45�0 1 � JOB N0. COMP N0. �s�'U�AL E��Gti�w W3099715 , SIDNAL F'� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 45-012-S372 } s/s/i�