Laserfiche WebLink
� <br /> G EN ERA� �IOTES <br /> 1 . RACKS SHALL BE SUPPLIED NEW BY SPACERAK IN <br /> LODI, CA. STEEL MEMBERS SHALL HAVE A MINIMUM <br /> YIELD STRESS OF 50 KSI, UNLESS OTHERWISE <br /> TYPICAL PARTS TUB SPECIFIED IN THESE DRAWINGS. <br /> 36"Wx53"Dx29"H <br />� 2. UPRIGHTS SHALL MEET THE FOLLOWING <br /> TYPICAL PARTS TUB <br /> UPRIGHT FRAME � 36"Wx53"Dx29"H REQUIREMENTS: <br /> P�x5x0'-8"- POST SEE PLAN ; � ;-- ----; T.O. COLUMN ,` <br /> �� 9 „ , ; �, UPRIGHT FRAME o � � EL. 10'-0" A. POSTS SHALL BE TYPE SPACERAK FH30 (12 GA). <br /> /6 � HOLES i , N � B. BASE PI�,TES SHA�L BE AS INDICATED IN THE <br /> � _ ' - - _-� � COLUMN BY MFR SCHEDULES. <br /> j . = C. DIAGONALS AND STRUTS SHALL BE 14 GAGE <br /> 3�� I3�� (4) Y"� HILTI w � ; �� - � � � STRUT 8c DIAGONAL 1-1/2" x 1 -1/4° CHANNELS (t=0.075" , <br /> -! � KWIK BOLT = � � SHELF BEAM o � r -0.4043" A=0.2839" MINIMUM. <br /> � i BY M FR, TYP Y- ) <br /> 3�s � TZ ANCHORS (ESR1917) � W � ' � �' o ' ' D. DIAGONALS AND STRUTS SHALL BE WELDED <br />� EMBED 3Y" EFFECTIVE. � n = , , BASE PLATE � TO POSTS WITH A MINIMUM LENGTH OF 1 " EA <br /> 3%" N O M I N A L E M B E D � w � o � S I D E. <br /> » i � E. DIAGONALS SHALL BE FABRICATED WITH AN ANGLE <br /> 4 DEEP HOLE � _ � � CONC SLAB d- � � _ � <br /> �- FROM HORIZONTAL BETWEEN 40 AND 50 DEGREES. <br /> NOTE: LENGTH WIDTH F. SPACERS SHALL BE TYPE 'SR101 '. <br /> 1 . NOTIFY ,SEOR IF ANY ANCHOR IS LOCATED CLOSER rL COL L COL L � BASE PLATE 3. BEAMS SHALL MEET THE FOLLOWING REQUIREMENTS: <br /> THAN 6 TO AN EXISTING SLAB EDGE OR JOINT. �j � <br /> OL OL <br /> A. FULL LENGTH BEAMS SHALL BE TYPE LBF614. <br /> FRONT ELEVATION END ELEVATION B. BEAMS SHALL BE WELDED TO CONNECTION <br /> , , PLATES ON ALL SIDES; (TYPE 'D' WELDS). <br />� U P R I G HT BAS E P ATE D ETA � TYP E A PA �ET RAC K E�EVATI 0 S � �. CONNECTION PLATES SHALL BE FABRICATED <br /> » > » � �� � �� FROM 7 GAGE STEEL WITH A MINIMUM YIELD <br /> SCALE: 1 =1 -0 S455 SCALE: 1/4 =1 -0 S455 <br /> � � STRESS OF 36 KSi. CONNECTION PLATES SHALL <br /> USE (4) PINS WITH A MINIMUM BEARING DIAMETER <br /> 6" CONC SLAB W21 BEAM PER PLAN OF 0.343". PINS SHALL HAVE A MINIMUM <br /> T.O. PLATFORM ALLOWABLE SHEAR STRESS OF 40 KSI. <br /> ;.�, EL. 20'-6" <br /> � � 4. WIRE SHELF DECK UNITS SHALL HAVE A 2x4 INCH <br /> `�' WIRE GRID FABRICATED FROM MINIMUM 2 GAGE WIRE, <br /> � o WITH WATERFALL FRONT AND BACK, AND AT LEAST <br />� 2" SPRINKLER PIPE w THREE MINIMUM 10 GAGE CHANNEL SUPPORTS PER <br /> = UNIT, WITH POLYCRON PAINT FINISH OVER <br /> � � � � PHOSPHATIZED METAL. <br /> _ � U � � <br /> '� �' � 5. BACKSTOP BEAMS SHALL BE PROVIDED FOR ALL <br /> U, RACK SHELVES. UNLESS DIRECTED OTHERWISE, <br /> o BACKSTOP BEAMS SHALL BE LOCATED AT THE REAR <br /> '- OF THE SHELF, WITH THE TOP OF THE BACKSTOP <br /> ' BEAM 12"ABOVE THE SHELF, AND THE NEAR FACE 6" <br /> PA �ET RAC K S C H E D U �E � �� � BEYOND THE FAR EDGE OF THE REAR SHELF BEAM. , <br /> � � °O BACKSTOP BEAMS SHALL BE THE SAME MODEL BEAM <br />� AS IS USED FOR THE SHELF BEAMS, WITH 4-PIN <br /> SNELF UPRIGHT DOUBLER NUMBER SHELF z _____ _, CONNECTOR BRACKETS AND TYPE D WELDS. THE <br /> MARK CAPACITY WIDTH LENGTH HEIGHT HEIGHT OF SHELVE HEIGHTS �n m o ; '', <br /> SUPPORT BRACKETS FOR THE BACKSTOP BEAMS <br /> � � � � '� SHALL BE PRODUCED BY THE PALLET RACK <br /> o � o , �� <br /> A-1 4000� 40" 14'-3" 10'-0" - 2 48", 96" � � I <br /> MANUFACTURER. <br /> A-2 4000� 40" 10'-3" 10'-0" - 2 48", 96" CONC SLAB <br /> 6. BEAM RETENTION BOLTS: A 3 8" DIAMETER HEX HEAD <br /> A307 BOLT WITH NUT SHALL BE INSTALLED THROUGH <br /> LEVEL 1 THE BEAM END CONNECTORS AND COLUMNS, AT THE <br /> EL. 0'-0" END OF EACH FULL LENGTH BEAM, TO PROVIDE A <br />� PALLET RACK HSS COL SECONDARY MEANS OF BEAM RETENTION IN THE <br /> EVENT THE EXISTING BEAM TO COLUMN LOCKING <br /> PA��ET RACK SCHEDU �E 3 SPRI �IK �ERS AT PA��ET RACK PER PLAN 4 MECHANISM FAILS. <br /> SCALE: NTS S455 SCALE: 1/4"=1 '-0" S455 7. WIRE SHELF DECK UNITS SHALL BE USED ON ALL <br /> �' � FULL LENGTH SHELVES. <br /> 8. COLUMN PROTECTORS: INSTALL 24 INCH HIGH <br /> � COLUMN PROTECTORS ON THE BOTTOM OF EACH <br /> UPRIGHT COLUMN THAT FACES A TRANSPORTATION <br /> AISLE OR LOADING AISLE. THE COLUMN PROTECTORS ° <br /> SHALL BE BOLTED TO THE UPRIGHT FRAME COLUMN, <br />� AND SHALL BE PRODUCED BY THE PALLET RACK <br /> MANUFACTURER. <br /> 9. LOAD SIGNS: PLACE A SHELF LOAD SIGN ON THE <br /> BOTTOM SHELF IN EACH RACK SEGMENT. THE SIGN <br /> SHALL STATE THE MAXIMUM ALLOWABLE UNIFORMLY <br /> DISTRIBUTED SHELF LOAD FOR THE FULL LENGTH <br /> (UPPER) SHELVES, AND SHALL MATCH THE STYLE OF <br /> THE EXISTING SHELF LOAD SIGNS USED ON EXISTING <br /> PALLET RACKS ON THE BOEING EVERETT SITE (OR <br />� SIMILAR, COMPLYING WITH BOEING SIGN STANDARDS). <br />� <br /> _ COFFMAN <br /> ES I 004 � <br /> N I N E E R S <br /> O V ■� 1 .2 017 1601 Fifth Avenue,Suite 900�Seattle,WA 98101 <br /> ph 206.623.0717�fax 206.624.3775 <br /> coffman.com <br /> LASTING creativity�resWts�relationships <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> Y S. o ACCEPTABILITY R. REEVES ,0.02.,5 MISC. SECTIONS AND DETAILS <br /> �,�'�F WAS � .�' THIS DESIGN AND/OR CHECKED W4440664 09.21 .17 . <br /> — EDC STATIC TEST FACILITY W3099715 RLR EO 10.02.15 �'��' � SPECIFICATION IS APPROVED D. TAPPEL 10.02.15 sHE�r <br />' BOE��� �� � NGINEER TITLE <br /> A EDC STATIC TEST FACILITY = AS—BUILTS W3099715 CEI EO 10.03.16 � �, APPROVED BY DEPT. DATE D. TAPPEL 10.02.15 EDC STATIC TEST FACILITY - PHASE 2 S455 <br /> A1 EDC STATIC TEST FACILITY PHASE 2 ESI-004 W4440664 CEI EO 09.21.17 � CHECKED <br /> � a� 1 w� E. OJALA 10.02.15 B U I L D I N G 45-012 JOB N0. COMP No. <br /> 33631 APPROVED <br /> L� �URAL E��~ti�� W3099715 , <br /> _w�., <br /> ssI�NAL ��� APPROVEO STRUCTURAL MASTER EVERE�, Wq °wc No. 45-012-S455 <br /> s/2�/n _ . __ <br />