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REVISIONS
<br /> NOTES: RD=REGULAR DUTY
<br /> WIDE SPAN WIDE SPAN SCHEDULE 0 1. WHEN SHELF HEIGHT EQUALS 0'-0" THAT SHELF DOES NOT EXIST HD -HEAVY DUTY
<br /> I1I1I"
<br /> O 2. SHELF HEIGHTS ARE FROM FINISHED FLOOR TO TOP OF SHELF BEAM
<br /> KEYED NOTES O FRAMER SHELF 1 SHELF 2 SHELF 3 SHELF 4 SHELF 5 NO.OF DECK
<br /> ?. 0 0 O
<br /> TYPE HEIGHT LENGTH DEPTH HEIGHT TYPE HEIGHT TYPE HEIGHT TYPE HEIGHT TYPE HEIGHT TYPE PER SHELF
<br /> `. ; EAM FRAME BEAM SHELF SHELF1 DECK SHELF SHELF3 DECK SHELF4 DECK SHELF5 DECK SUPPORTS
<br /> , -;= -------- -- - __________ ______________ 1. WIRE GRID SHELF/WOOD SHELF RACK NO. COLOR NOTES
<br /> ;�
<br /> -0 '____ ______________ 2. WIDE SPAN UPRITE
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<br /> 3. WIDE SPAN BEAM It 11 1 11 1 11 1 It 1 It I 11
<br /> - ''- _.� ,-' ------ ---- ______ ______ ____________________ _____________ ______________ _____________ _________________ (R)W QG (E) (E) - - - - -
<br /> _,-
<br /> ------
<br /> 0
<br /> S1 8 60 30 0 4 WIRE 2 2 WIRE 3 10 WIRE 5 6 WIRE 6 113/4 WIRE 3 RELOCATED
<br /> °' ,'Li'll -�� -------'-------------------- ------------- -------------- -------------------------------- 4. SHELF SUPPORT 61t Olt OI 411 '11 2tl '}I Olt [I Llt 61 411
<br /> __� ____________________________ _____________ ______________________________________________- 1 4 (R)WS2 QG8 (E) (E) 9 3 - WIRE L - J - 1 WIRE J -V WIRE - 113/ WIRE 4 RELOCATED.
<br /> WIRE
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<br /> Nor
<br /> - - - - - - -
<br /> I ""''
<br /> 611 0" 0' 4" 2' 2" 3' 0" 5' 6" 6' 4" 4 RELOCATED.
<br /> 1 1 :a____ga________a________a `' a _______ ___________ __________ ___ ____4
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<br /> v _ _ _ _ _ _ _ _ _ -------------- _ _ _ __
<br /> It 11 1 11 1 11 1 It 1 It 11
<br /> R WS4 G8 E 96 30 0 -4 WIRE 2 -2 WIRE 3 - 10 WIRE 5 -6 WIRE 6'- 113/4 WIRE 4 RELOCATED.
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<br /> x - _ - �( .J --___�--- -- -- ---- -- - -- -- ---- - --- -- -- _-_- ------- --_ ------ ------ _- ( ) ( ) 11 11 1 11 1 11 1 11 1 11
<br /> „=' I'll01-411 - - - -
<br /> (R)WSS QG8 (E) (E) 96 30 WIRE 2 2 WIRE 3 10 WIRE 5 6 WIRE 6 113/4 WIRE 4 RELOCATED
<br /> Ib ===q a '�' 0,____�____�0 __ '6____^ _____= k=====_?____________________ ________=====x===== = It 11 1 11 1 11 1- It 1- 11
<br /> (R)WS6 QG8 (E) (E) 96 30 0 -4 WIRE 2 -2 WIRE 3 10 WIRE 51-611 WIRE 6 113/4 WIRE RELOCATED.
<br /> ,,_ 0', ------- ----------- ---------- ,,�� ��� R 11 11 1 11 1 11 1 11 1 11 1 11
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<br /> OWS7 QG8 (E) (E) 96 30 0 4 WIRE 2 2 WIRE 3 10 WIRE 5 6 WIRE 6 113/4 WIRE 4 RELOCATED
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<br /> 6 '--° fo ------- o ------- --- ---------- - - - - -
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<br /> 0
<br /> 11 \, 3 (R)WS8 QG8 (E) (E) 96 30 0 4 WIRE 2 2 WIRE 3 10 WIRE 5 6 WIRE 6 113/4 WIRE 4 RELOCATED
<br /> ------------'� ., F 1 611 OII O' 411 21 211 '21 OII GI L11 61 411
<br /> ----- ----------'----" -------------------------'' --------------- ------ --- ------- ---------- \\
<br /> - - J - J -V - .
<br /> ___: _-
<br /> - -------- ---- -- -' -_======_
<br /> - - ----- k _ --' ( S 10 Q O O 9611 3011 OI 411 WIRE 2' 2" WIRE 3' 10" WIRE 5' 6" WIRE 6' 113/4tl
<br /> __ _ �� � R)WS9 G8 E E 9 3 WIRE WIRE 1 WIRE WIRE 113 WIRE 4 RELOCATED
<br /> ----'----_ ;. , ----q ---------- --- ------------------------- �� �; t (R)W QG8 (E) (E) - - - - - WIRE 4 RELOCATED.
<br /> h a,,-;__ _; (R)WSI I QG8 (E) (E) 96" 30" 01-411 WIRE 2'-2" WIRE 3'- 10" WIRE 5'-6" WIRE 6'- 11 3/4" WIRE 4 RELOCATED.
<br /> _______i_____________________I______________�_____________�__________
<br /> „ -;J 'b----m e ----- ------------ --- 61t OII Ol 411 21 21l 3l OII GI LII LI 4tl
<br /> - ; 7
<br /> - R 12 - RE - - 1 RE J -V V - 11 RE 4 REL ATED
<br /> tiR r” -- -
<br /> e _ __ _ _ __ _ _ __ _ _ __ _ _ __ _ _ __ _
<br /> }y 11 11 1 11 1 11 1 11 ARCH.PROJECT NO.
<br /> -- a-____-__-_-__-__--0 (R)WS 13 QG8 (E) (E) 96 30 01-411 WIRE 2 -2 WIRE 31- 1011 WIRE 51-611 WIRE 6'- 11 3/4 WIRE 4 RELOCATED.
<br /> ---,- -------- ---------0-------- ---------0--------' ''� ---; ,. -------- ---------0-------- ---------0-------- ---------0-------- ---------0-------- -------- -------- -------- -------- -------- 11 11 1 11 1 11 1 11 1 11 1 11 2006
<br /> - -� : ---.--- a - - - - -
<br /> T (R)WS14 QG8 (E) (E) 96 30 0 4 WIRE 2 2 WIRE 3 10 WIRE 5 6 WIRE 6 113/4 WIRE 4 RELOCATED.
<br /> --4-- -- ----------- -_� _� 2 DRAWN
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<br /> D.M.
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<br /> — ---- SUBMITTAL DATES
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<br /> a LA. O,T, 2= -,=V �__,_ b= �___ 1 06/12/20
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<br /> IDE PA PERSPECTIVE
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<br /> W SPAN S C V
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<br /> "'' "' � "' � ,,, III
<br /> „ __—___-___—=_ ,='', i" 1. E WIDESPAN SYSTEM CONSISTS OF SEVERAL BAYS AS NUMBERED ON THE PLAN VIEW AND AS SCHEDULED INTERCONNECTED IN ONE OR x
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<br /> - �% '/° BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. WH Q w
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<br /> '' `' r 2. ALL COMPONENTS OF THE WIDE SPAN SYSTEM ARE FURNISHED BY OWNER AND ASSEMBLED AND INSTALLED BY CONTRACTOR. ti W of o
<br /> a X 41, _- 3. REVIEW COMPLETELY AND USE THE ASSEMBLY INSTRUCTIONS PROVIDED BY THE MANUFACTURER. o a 3 o z o
<br /> /y- � �° ❑ ❑ ❑ ❑ „II 4. ALL WIDE SPAN MEASUREMENTS ARE FROM FLOOR TO TOP OF SHELF BEAM. ' "Q H -°
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<br /> 5. DART CLIPS SHALL BE USED ON ALL BEAMS TO SECURE THEM IN PLACE.
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<br /> yI� 6. ALL WIDE SPAN SHALL BE ANCHORED TO THE FLOOR WITH 3/8 HILTI KWICK BOLT TZ EXPANSION ANCHORS W/2 3/4 EMBED THROUGH THE �'
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<br /> (N) _N ------------ ------------ ------------ ------------ ------------ --------- --- ------------- ¢ i�llj
<br /> .y„I --- ----- BASE PLATE OF THE WIDESPAN. ALL ANCHORS SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. z m �u a `� °
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<br /> 2 (N) 3 (E) 4 (E) 5 (E) 6 (E) A ,;1' ABBRE IATI N HD=HEA Y D TY BF= PEN BA E FR NT >
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<br /> __ --i--J <',,;I 1. GONDOLAS ARE CLEAR COAT (QGB)IN COLOR W/BLACK BACKBOARDS. V O S V U O O S O S I a a w z
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<br /> 1 ., ., _ Y - (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) (R) yI==_;111 1 2. EMP'S ARE UNSOLTTED FRAMES W/SOLID BACKBOARDS. CBF=CLOSED BASE FRONTS HI=HIGH IMPACT WALL UPRIGHT SD= STANDARD DUTY
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<br /> A GONDOLA SCHEDULED
<br /> ------- II — —
<br /> 1 � WS 1 WS2 WS3 WS4 WSS WS6 WS7 WS8 WS9 S 1 S 1 S 1 S 13 S 1 3. ALL BASE BRACKETS ARE SPRING LOCKING. EP-END PANEL I-ISLAND GONDOLA W-WALL GONDOLA U)
<br /> III ,
<br /> k 7 (E) ”' 4. EXTRA CENTER REFERS TO AN EXTRA MID RAIL INSTALLED EQUALLY SPACED. HB =HIGH BASE LB =LOW BASE
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