Plans BUP2015 - 00069
RECENED
1015
F TIGARD
DINGI IDM 1
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NOTE' HILTI HUS-EZ / 21/21/ EMBEDMENT
IS AN APPROVED ALTERNATE TO REPLACE
KWIK BOLT TZ, ESR-3027. (SEE NOTE NO. )
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p 13132" 114"0 x 1"SCREW
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1J4"O RIVET NIlk
114"0 RIVET
14JOGA.
L-POST T-POST "T"POST COL,B.PL. "L"POST COL.B.PL.
LIJ
14 GA. @ 14 GA.
DOUBLE RIVET 2-318"0 KB-TZ ANCHOR BOLT 1-3/8"0 KD-TZ ANCHOR BOLT
LOW PROFILE 2"EMBED.(SEE NOTE NO.3)
2"EMBED.(SEE NOTE NO,3) s
DOUBLE TET ESR-1917 ESR-1917
CD
714
POST �1 "DRB" BEAM AT BASE OF UNITS 2 "r)PPI P BEAM" BASE PLATE (FIXED UNITS)
NOTE.THE SHELVING SHALL BE ATTACHED EXISTING WALL ~
TO THE EXISTING WALL STUDS AND f COVERCO
CONCRETE SLAB. NO NEW STUDS OR
STUD MALLS ARE REQUIRED, ! EXISTING STUD
WALL
3
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TL_EI
IN.1"BED,
_,;.,
PLAN VIEW-STEEL S2WA#10 TEK SCREW ATEACH{MALL STUD HELF BEAM
-TYP. REF.DETAIL 2 ra- .__.__—_— 3` p " e..
F
EE
LL MIN.1" }
EMBED. .
MOBILE UNITSILL NOT BE USED MOBILEI ILL NOT BE USED
PLAN VIEW-WOOD STUD WALL EXISTING WALL co
COVER
EXISTING STUD
WALL CITY OF TIGARD 4*
RIMEWED FOR CODE COMPLIANCE
SHELVING POST Q XISTING STUD WALL
Approved;
OTQ
SHELF BE IN.1"EMBED,
-REF.DETAIL 2 U INTO STUD WALL Pcrnd M _
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NOTES: Suit ILI
1, CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING,AND GAUGE OF EXISTING WALL STUDS, T
2. CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY. Br. Date:
1 MINIMUM STEEL WALL STUD SIZE=362S22 0(3-5/8"x1-1{4"x20 GA.).
4. MINIMUM MOOD WALL STUD SIZE=2x4. ppul
5. MAXIMUM WALL STUD SPACING=16"o.c.FOR STEEL OR WOOD STUDS. �
6. MAXIMUM WALL STUD HEIGHT=16'-O"ABOVE FINISHED FLOOR. OFFICE COPY I.- LU
CARRIAGEL L IFOOT BRAKE Cf
NOTE: ____ NOTES: EARTH UAKE DESIGN D�rA:
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FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND, DO NOT - -- 1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND a) Seismic Importance Factor,IE=1.0 LIJ
CALCULATIONS ARE tN COMPLIANCE WITH THE REQUIREMENTS OF THE OSSC 2014 EDITION Building Risk Category It-Not open to the public
USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. ----- -
_ - �1`"S( 2) STEEL FOR ALL SHAPES IS Fy=36 KSI,ASTM A1011-12 OR 36(EXCEPT AS NOTED) b Mapped Spectral Response Accelerations,
--� t ,-_ 11 -t-1I-4' 1 }
T-I� — 3) ALL ANCHORS ARE HILTI IK BOLT TZ(ESR-1917),HUS-EZ(ESR-3027),OR APPROVED Ss=0.976 and S1=0.425
SHELVING UNITS=T NN CO RIVET-STYLE SHELVING,LA-APPROVED I �. 4`-O- EQUAL(SPECIAL INSPECTION REQUIRED REFERENCE SCHEDULE BELOW) c} Site Mass=D
FABRICATOR'S LICENSE="FB02 9 ". H ! 111 4) EXISTING CONCRETE SLAB=MIN.4"THICK SLAB-ON-GRADE WITH Fe=2500 PSI AND 500 d} Spectral Response CoetOoien$s,
PSF SOIL BEARING PRESSURE SDS=0.722 and SD2=0.446 <)
5) STORAGE SHELVING CAPACITIES: e) Seismic Design Category=E
L F I T FOR 4-HANG UNITS 150#PER LEVEL
(P \ ?C7P"( 'ET FOR ALL OTHER UNITS = 100#PER LEVEL t} Basic SeismicmForce Resisting System(s)- LIJ
-- 6) ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS Non-Building Structures,Steel storage Racks
' g) Design Base Shear=120 Ib
36"TO 48" 36"TO 48" 15"OR 18" " STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT
15"OR 30 18" 18" a — - j 1 r PLAQUE,EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THEMAXIMUM II} Seismic Response Coefficient,Vt=0.217
r PERMISSIBLE UNIT LOAD PER LEVEL I) Response Modification Factors,R=4,0 < ffJ
\ — > rrir 7) ALL SHELVING SHALL BE IN COMPLIANCE WITH THE CURRENT RMI MH16.1 j} Importance Factor,Ip=1.0
3 TYP, 3 TYP TYP FOLD _ I 1 1 r r/ 8) THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE k) Analysis Procedure per ASCE 7-10,Sec.15,5.3
FULII — TOP OF THE STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTORS
TYP, --_ -- I f 9) THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBLIC
U.N.O, ma €4 )
s 1 I 10 SHELVING UNITS MAXIMUM"OUT-OF-PLUMBNESS"SHALL BE 0.500 INCH IN 10 FT. Do
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6 et " —_gam _ i 11) # INDICATES DETAIL CALLOUT CD Lij UJ
XSTATEMENT OF SPECIAL INSPECTION UJ U Cn C:) M
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—{ }-- 42 ac18" co
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VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD K BOLT TZ STANDARD HUS INSPECTED BY � �
NOTE:FOR(2)18"WIDE RACKS BACK TO BACK, 3'_e« I 1 ! 0
ATTACH CK POSTS Wl 114"O BOLTS 24"O.C, HANG �� HILTI HUS-EZ,3 e"DIA x 3"LONG-
'i I � OFFICEI CONFIRM ANCHOR TYPE X HILTI TZ,3f8"DIA X 3"LANG-PER IGG-ES PER ICC-ES ESR-3027 SECTION 4.4, SPECIAL
W/STEEL WASHER AND NUT. 42NI " I ESR-9917 SECTION 4.4,7.0,FIGURE 2,3 INSPECTOR I.
5.2,TABLE 9
-- — — HANG �\ ( CONFIRM CONCRETE
1B - 9I1 COMPRESSIVE STRENGTH X MINIMUM 2500 PSI MINIMUM 2500 PSI UJ LID @
f f ~` CONFIRM CONCRETE U_
---
1 2-4" x 4"MINIMUM 4'MINIMUM
I
r 1 2'- « THICKNESS
HILTI TZ,318"DIA X 3"LONG- HILTI HUS-ET,3/8"DIA x 3"LONG-
X I ST I NG I __ - HOLE DI ETER x PER ICC-ES ESR-1917 PER ICC-ES ESR-3027 SPECIAL
50H-R INSPECTOR
l � I SECTION 4.4,7.Q FIGURE 2,3 SECTION 4.3,4A,FIGURE 4A
! f _ BULBJBLOW OUT-PER[CC-ES ESR-9917 BULEBLOW OUT-PER IGC-ES SPECIAL � �02�2{d�
--_j CLEAN OUT OF HOLE x 0 "t
SECTION 4.3,4.4 ESR-3027 SECTION 4.3,4.4 INSPECTOR
f C11 9d - 2.75"-PER IGGwES ESR-1917 SECTION 4.4, 2.25"-PER IGC-ES ESR-3027 SPECIAL + �q
_�_p -- -- --
MINIMUM ANCHOR SPADING x aa7- 9a
-- _ a - m TABLE 3 SECTION 4.4,5.7,TABLE 2 INSPECTOR
4-125"-PER ICC-ES ESR-1917 1.5"-PER ICG-ES ESR-3027 SPECIAL
MINIMUM EDGE DISTANCE X SHEET
SECTION 4,4,TABLE 3 SECTION 4.4,5.7,TABLE 2 INSPECTOR
4 LI 4 4 4mm a_ �1 2"-PER ICC-ES ESR-9917 SECTION 2.5"-PER ICC-ES ESR-3027 SPECIAL
ANCHOR EMBEDMENT x 4.4,TABLE 1,3 SECTION 4.3.4.4,5.2,TABLE 2,3 INSPECTOR
TIGHTENING TORQUE X 23-25 FT-LBS-PER[CC ES ESR-1917 SECTION 40 FT-LBS-PER[CC-ES ESR-3027 SPECIAL
4.3,4.4,TABLE 1 SECTION 4.3,4.4,TABLE 2 INSPECTOR
BACK-TO-BACK TrV Z011 YAI
WALL-SUPPORTED EE- TIN FREE-STANDING
Note:Inxpection Ya EZe eampleTed
by a 3rd party InspecEor X
I LI I TIL FLOOR PLAN & SHELVING