Plans BUP2016 00210
RECEIVED
JUN 2 3 2016
CITY OG D VARD JUN 1 2 016
BUILDIIV
r'Demo/cF-
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l�688 PE
NOTE: HILTI HUS-EZ W/2112"EMBEDMENT E�
IS AN APPROVED ALTERNATE TO REPLACE y.� T s,
1
KWIK BOLT TZ,ESR-3027.(SEE NOTE NO.3) °SAS S.e�
IZA
1�rC • 0000
Ex iration Date
2017
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yc II !
13132• 114"0 x 1"SCREW
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UGA �. z w • `.4; .�4 '•• �t.i w -
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114.0 RIVET j`�B•
1/4"0 RIVET
14 GA `t\
'�.
L-POST B T-POST T POST COL.B.PL 'L"POST COL.B.PL
14 G.A. 14GA SHELVING LOAD ON W
DOUBLE RIVET 2.3/8'0 KB-TZ ANCHOR BOLT 1-318.0 KB-TZ ANCHOR BOLT
LOW PROFILE 2"EMBED.(SEE NOTE NO.3) 2'EMBED.(SEE NOTE NO.3) SLAB'=SLAB' 100 pS
DOUBLE RIVET
ESR-1917 ESR-1917 1' CDCD
ti
_
POST C11 "DRB" BEAM AT BASE OF UNITS 2 "DRBLP BEAM" 3 BASE PLATE FIXED UNITS FORta►Dscorvt _ 4
Z
NOTE: HU.TI " NOTE:THE SHELVING SHALL BE ATTACHED EXISTING WALL ApV : j � �'f I/ t/�` O
POST-REF.pTL 1 0 Q IS AN APPRO E
REQUIRED TO THE EXISTING WALL STUDS AND COVER aTQ � � 1
0 0 KWIK BOLT. ��p6K�3�e0C�9 1.18 � STUD WALLRETES ACRE REQUIR�E>�ups OR EXISTING STUD Pcttrn�t� ..�- � Q
0 Q AN�CLIPS x 1 EA POST - C"'� Reinforcing Suet WALL _ Address>� LM < p co
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WITH(2}1/4"fd TEK SCREWS !!S ad in Concrete Sint r " � Q�3
o O TMP BOLT �- IN TRACK ' EMBED.MIN.rRYTi Dom'! �Z l b DIES ARE ( LL'' z
❑ Special t-Resisting Concrete Frame �
❑ Steel& Steel Te> PROVIDED SPACER INSIDE _ 0
O /'vr /"fin THE WHEEL CHANNEL � � Q
4 g� - - PLAN VIEW-STEEL STUD WA L FILE Vr O Cy L q
s c� Strur�u ,
1- � 0
POST-REF.DTL 2 0 Q � #10 TEK SCREW AT
O Qos��G
Q
Q Q
0 EACH WALLSTUD EEalC.9Z
GUIDE -RFD !
0 ❑ Stiif
1175 L REMOVE BLADE LOCK BY
o QO 0 Ftf �' �8 REMOVING THE(2)HEX SCREWS. Z Q
s 0 0CJ
otiti Glc w SHELVING POST CONNECTED TO CARRIAGE ❑ = 6.REPLACE BLADE LOCK BY ® Q -
.4\1 LvI \� ;. " � Q n �. 8 � EMBED.
g O , f WITH(2}114 0 TEK SCREWS PER POST ^ _ {' ",ryter^1S REINSTALLING THE{2}HEX SCREWS. M Q
PLA N VIEW-WOOD STUD WALL EXISTING WALL co
COVER ,t 00Q - ❑ 'xcetr 0.500 1 0.600 EXISTING STUD �---I
WALL L0
PC'i Q ❑ sr-aIar �cs r er SHELVING POST (STING STUD WALL O �
dg1�.�t 3 Q ITATANTI-TIPTRACK 4 .
•3�a O�� Q ❑ 6.MOUNT POST-LOCK BRAKE TO WHEEL CHANNEL USING
� F.� Q .81 SHELF BEAM PROVIDED 114.20X2'HEX BOLT AND NYLOCK NUT.
14 GA x 3"WIDE PLATE ° NOTE:USE L-POST O -REF.DETAIL 2 .1`EMBED.
EA POST WITH �^'� 17,N
TO STUD WALL 2.UNE UP THE BRAKE SO THE BOTTOM Of THE BRAKE IS FLUSH a
FOR(1)ROW OF U
(2}114"0 TEK SCREWS o UNITS. 4 TO THE BOTTOM of THE WHEEL CHANNEL(BRAKE CAN BE coW
MOUNTED ANYWHERE ACROSS THE LENGTH OF THE CHANNEL). >
' 0 NOTES: Cr.
31$"x3"HILTI TZ ANCHORS 2" L CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING,AND GAUGE OF EXISTING WALL STUDS. 3 MARK THE HOLE LOCATIONS AND DRILL A]J4"fd HOLE t 1
FOR STANDARD V-GROOVE OQ 2, CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY. THROUGH BOTH LEGS OF THE CHANNEL V
S� Uj
EMB.ON TRACK.MAX.22-112"O.C. 0 3. MINIMUM STEEL WALL STUD SIZE=$62512530(3-518'x1r114 Ic20 GA).
AND FLAT TRACKS ONLY: 4. MINIMUM WOOD WALL STUD SIZE=2x4. J w
NON-STRUCTURAL 5. MAXIMUM WALL STUD SPACING=18"O.C.FOR STEEL OR WOOD STUDS. .. ct)
114"0 x 2'LONG'HILTI' ANTI-TIP 0 GUIDE CONN. S. MAXIMUM WALL STUD HEIGHT=IS-W ABOVE FINISHED FLOOR. ' , f
SLEEVE ANCHORS @ 22.5'D.C. Y.1
C W
CARRIAGE AND TRACK ASSEMBLY 5 WALL CONNECTION (61 POST LOCK FOOT BRAKE croo F-- �Q o
NOTE. INSTALLATION CONSISTS OF THE FOLLOWING SHELVING QUANTITIES: NOTES: EARTHQUAKE DESIGN DATA: W (wn
1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND a) seismic Importance Factor,IE=L0 I w
FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT • TOTAL LENGTH=69 LINEAR FEET OF SHELVING (TAT TRACK CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE SSSC 2014 EDITION Building Risk Category I-Not open to the public =