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DOUBLE RIVET 2-318"0 KB-TZ ANCHOR BOLT 1-318"0 KB-TZ ANCHOR BOLT
2"EMBED.(SEE NOTE NO.3) 2"EMBED.(SEE NOTE NO.3) SLAB = 100 psf co
DOUBLE RIVET LOW PROFILE ESR-3027 ESR-3027 - C"
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POST 1 "DRBII BEAM AT BASE OF UNITS 2 "DRBLP BEAM" 3 BASE PLATE FIXED UNITS +.r, 1!y OF�7CL4" `o C�
NOTE: HILTI HUS-EZ W/2112 EMBEDMENT NOTE:THE SHELVING SHALL BE ATTACHED RIEVIZ93w IFOR Coax *ft
TO THE EXISTING WALL STUDS AND EXISTING WALL AP� , .-" J CO
POST-REF.DTL 1 Q S� LU
IS AN APPROVED ALTERNATE TO REPLACE CONCRETE SLAB. NO NEW STUDS OR COVER �,�,� � � CV
Q Q KWIK BOLT TZ, ESR-3027, (SEE NOTE NO.
14 GA x 1112 x 1112" STUD WALLS ARE REQUIRED. EXISTING STUD C,/i Q
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EACH WALL STUD SHELF BEAM
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14\11, � Q Q LZ., C.'3 QSHELVING �
WITH(2)-1/4"0 TEK SCREWS PER POST CONNECTED TO RIAGE Q Q WHEEL L EMBED.
� PLAN VIEW-WOOD STUD WALL -�— EXISTING WALL '
O Q COVER : DETENT LOCKING PLATE
Q Q EXISTING STUD HANDLE (�
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' o UNITS. 318"X3"HILTI TZ ANCHORS
2"EMB.ON TRACK MAX.23-112" NOTES: Q W
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1. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING,AND GAUGE OF EXISTING WALL STUDS.
FOR STANDARD V-GROOVE ,�Qe 2. CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY.
AND FLAT TRACKS ONLY: y05 3. MINIMUM STEEL WALL STUD SIZE=362S125-30(3-518"x1-114"x20'GA.). W
NON-STRUCTURAL 4. MINIMUM WOOD WALL STUD SIZE=2x4.
114"0 X 2"LONG'HILTI' 5. MAXIMUM WALL STUD SPACING=16"o.c.FOR STEEL OR WOOD STUDS. {"j,,, V)
SLEEVE ANCHORS ala 22.5"o.c. 6. MAXIMUM WALL STUD HEIGHT=16'-0"ABOVE FINISHED FLOOR. W w
CARRIAGE AND TRACK ASSEMBLY 5 WALL CONNECTION <U) CD --�
6 RDF/SDF 7
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- G� _.... NOTES: EARTHQUAKE DESIGN DATA: �/ Cn
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FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT
_4___ = _ 1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND a) Seismic Importance Factor,IE=1.0
- CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE OSSC 2014 > w
USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. Occupancy Category 11-Not open to the public
I Accelerations,
1 EDITION
b) Mapped Spectral Response A ns, �••�
2} STEEL FOR ALL SHAPES IS Fy=36 KSI,ASTM A1411-12 GR 36(EXCEPT AS NOTED) L�1
SHELVING UNITS=WESTERN PACIFIC RIVET-STYLE SHELVING, LA-APPROVED - mm - - -_ r; ",« Ss=0.977 and S1=0.425
_MP\. w � - 3) ALL ANCHORS ARE HILTI KWIK BOLT TZ(ESR-1917),HUS-EZ(ESR-3027),OR APPROVED c) Site Class=D 0
FABRICATOR'S LICENSE_"F601173". NOTE:FOR(2)24"WIDE RACKS BACK TO BACK, [ [ ,>- .. EQUAL(SPECIAL INSPECTION REQUIRED-REFERENCE SCHEDULE BELOW) JLU
ATTACH RACK POSTS WI 114"0 BOLTS 24"O.C. I ° i t " d) Spectral Response Coefficients, f1 U Q=
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' w ` f' t 4) EXISTING CONCRETE SLAB=MIN.4 THICK SLAB-ON-GRADE WITH F'c=2500 PSI AND 500 f.1..
Wit STEEL WASHER AND NUT. _....... ' -.... I ( SDS=0,723 and SDI=0,446 W
PSF SOIL BEARING PRESSURE e) Seismic Design Category=E t"1 IY
5 STORAGE SHELVING CAPACITIES: 24"DEEP UNITS=75#PER LEVEL
Basic Seismic-Force-Resisting System(s)- V
18"DEEP UNITS=100#PER LEVEL
48' 48" 48" 24" 24" -' `' rom 6} ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN WITH on-Building Structures,Steel Storage Racks I�
36"OR 48" 36"OR 48" 36"OR 48" 18"OR 24" 24" 24" 24' 14 14 � • v� r " N
THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A g) Design Base Shear=165 Ib Z
' PERMANENT PLAQUE,EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE
h) Seismic Response Coefficient,Vt=0.217
MAXIMUM PERMISSIBLE UNIT LOAD PER LEVEL i) Response M dificaation Factors,R=4.0 CO
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O3 TY 3 O U.N.O. 3 E` f _ ` � '. t T r 1 7) ALL SHELVING SHALL BE IN COMPLIANCE WITH THE CURRENT RMI MH16,1 1) Importance Factor,ip=10 [r Z
TYP. 3 O TYPO - - r T 8) THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN k) Analysis Procedure per ASCE 7-10,Sec.15.5.3
TYP.U.N.O. Y. # ( I f I THE TOP OF THE STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTORS
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U.N.O. 9) THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBLIC
10 SHELVING UNITS MAXIMUM"OUT-0E-OFSHALL BE 0.500 INCH IN 10 FT. Co
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VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD KWIK BOLT TZ STANDARD HUS-EZ INSPECTED BY z ? LL W
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I T I f CONFIRM ANCHOR TYPE X ICC-ES ESR-1917 PER ICC-ES ESR-3027 SECTION 4.4, SPECIAL Q LL C 7
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X 4"MINIMUM 4'MINIMUMCn
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AISLE AISLE I I /i4' HI TI TZ 318 DIA X 3 ON HILTI NG SPECIAL M
k u. ;.';iz HOLE DIAMETER X INSPECTOR
I ; I I SECTION 4.4,750,FIGURE 2,3 H SECTION 4 3,4.4,FIGURE 4A
CLEAN OUT OF HOLE X ULBBLOW OUT-PER ICC-ESULSBLOW OUT-PER ICC-ESSPECIAL B ESR-1917 SECTION 4.3,4.4 B ESR-3027 SECTION 4.3,4.4 INSPECTOR
14-09-184
MINIMUM ANCHOR SPACING x
2.25'-PER ICC-ES ESR-1917 2.25"-PER IGC-ES ESR-3427 SPECIAL 09-1�-2014
7 SECTION 4.4,TABLE 3 SECTION 4.4,5.7,TABLE 2 INSPECTOR
MI 2.5"-PER ICC-ES ESR-1917 1.5"-PER ICC-ES ESR-3027 SPECIAL
$ 4 4 4 4 2 5 2 i �a £ - - t -
MINIMUM EDGE DISTANCE x SHEET
O O O { 1 I x -- r - -a SECTION 4.4,TABLE 3 SECTION 4.4,5.7,TABLE 2 INSPECTOR
2-2.25"-PER ICC-ES ESR-1917 2.5'-PER ICC-ES ESR-3027 SPECIAL
m � - I ANCHOR EMBEDMENT x SECTION 4.4,TABLE 1,3 SECTION 4.3,4.4,5.2,TABLE 2,3 INSPECTOR
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WALL-SUPPORTED FREE-STANDING
2 25 FT-LBS-PER ICGES 7 4
1 Note:Inspection to be mmpwed x
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FIXED SHELVING SIDE VIEWS MOBILE SHELVING SIDE VIEW PARTIAL FLOOR PLAN D SHELVING RACK LAYOUT =GENERAL NOTES