Plans (10) BUP2016 - 00127
SPECik, -'r_QUIRED
State of Oreyurl 1c uctural Specialty Code ® nCf` 'Cn
❑ C ete and Reinforcing Steel RECEIVED
CL J
APR p 7 2016 PRIM I APR 13 2016
1494" FHOI
[:1Special Moment-Resisting Concrete Frame ��P� F�Ssf CITY OF TIGARD
❑ Reinforcing Steel&Prestressing Steel Tendons �t5 ��,GINPC- Oy BUILDING DIVISION
❑
68
Structural Welding 7 E
r 71
❑ High-Strenght Bolting NOTE: HILTI HUS-EZ W/2112" EMBEDMENT scpR „o°
g�0 ❑ Structural Masonry
IS AN APPROVED ALTERNATE TO REPLACE
'
❑ Reinforced Gypsum oncrete KWIK BOLT TZ, ESR-3027. (SEE NOTE NO. 3)
1L1"
l�ry9 000
�u ❑ Insulating Concrete F fl 00 IEXPiration Date 2017
❑ Spray Applied Fire-R sistive Materials
/ ❑ PAngs, Drilled Piers ind Caissons I
LU
e I
❑ 5hofcrete I��/ I/ � Z
❑ Special Grading, Ex vation and Filling —
❑ Smoka-Control Syst s III I tJ
II I oFFS;�'G* 4
❑ SON� (�
0?_0 4 w
Q e
13132' Q a SII I 114"0 x I"SCREW
Q Q Q Q 1'' Iii I Q W
III a
Q Q 4 ,
Q am* {� I I o T z
Q m Q SOS w
tll Yl Q r1/4'0RIVET
F° LU 0
]14"0 RIVET 14GA. "\ Z
® L-POST I B T-POST "T"POST COL.B.PL. "L"POST COL.B.PL.
14 GA. 1 14 GA. SHELVING LOAD ON W
DOUBLE RIVET 2-318"0 KB-TZ ANCHOR BOLT 1-318"0 KB-TZ ANCHOR BOLT
2-EMBED.(SEE NOTE NO.2'EMBED.(SEE NOTE N0.3) co O
DOUBLE RIVET LOW Pf�OFILE ESR-1917 ESR-1917 SLAB = 100 ps � ,�
co CD
POST 1 "DRB" BEAM AT BASE OF UNITS 2 "DRBLP BEAM" 3 BASE PLATE (FIXED UNITS) 4 4t 0
NOTE: HILTI HUS-EZW/2112" EMBEDMENT NOTE:THE SHELVING SHALL BE ATTACHEDEXISTING WALL
O Q
� d
POST-REF.DTL 1 Q Q IS AN APPROVED ALTERNATE TO REPLACE TO THE EXISTING WALL STUDS AND
1.1B CONCRETE SLAB. NO NEW STUDS OR COVER NOTE:A PLAQUE SHALL BE FURNISHED,NOT LESS THAN 50 C Z � N
fl KWIK BOLT TZ, ESR-3027. (SEE NOTE NO. 3) STUD WALLS ARE REQUIRED. EXISTING STUD SQUARE INCHES,WHICH STATES THAT STOCKROOM FINISHED Q LU N
9 14 GA x LIP x 1 EA WALL FLOOR SHALL BE MAINTAINED CLEAR AND DRY FOR PATH OF � ti
ANGLE CLIPS C�EA POST
fl Q WITH(2}114"0 TEK SCREWS _ FOOTBRAKE. Q
0000
L4"0 BOLTMIN r O O, I� O
0 o O TYP. IN TRACK ANTI-TIP I EMBED. Q
U cU
o Z Lu
000
t lip 0.00 Q QREPSS Oltop POST-REF.DTL 2 ® k10 TEK SCREW AT PIAN VIEW-STEEL STUD WA L 1'THICK CORNER BRAKE BRAKE SPACER 7 Z O
Q �OgpS' GUIDE -EACH TYP.WALL STUD RFL BEAM = L� Z 0
Q Q 1. 75 _ =.ETAIL
PRESS WITH FOOT O J Z
TO
OFFS �'� O O MIN.1" PRESS WITH FOOT - _ Q
01- Lr
5.VG�.� w SHELVING POST CONNECTED TO CARRIAGE Q 1 8 O I TO RELEASE = _ �j =
EMBED. W (n O
WITH(2
VC� }1140 TEK SCREWS PER POST" ° - _
J + a0
OEtGO ..o ° = M Q �-
PLAN VIEW-WOOD STUD WALL EXISTING WALL
Q COVER
0.500 0'600 EXISTING STUD FOOTBRAKE RUBBER STOP - BBER STOP LU
Q Q ' 1
Q Q WALL TOP SCREWS -
�E�C� SHELVING POSTISTING STUD WALL
�O�\00t�E3 Q Q ITATANTI-TIPTRACK Q _ O r
3 O —BOTTOM SCREWS ra I t 7n5.
14 GA x 3"WIDE PLATE Q NOTE:USE L-POST O 81 SRE pB�2 Q IN.I'EMBED. REVIE P CODE COMPLIANCE o
EA POST WITH FOR(1)ROW OF INTO STUD WALL Appro � ]/ W
cn
(2}114"0 TEK SCREWS o' o UNITS. O Q OTC: IDE�IEW Y >
FRONT VIEWIULI
O NOTES: x
�.c 1. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING,AND GAUGE OF EXISTING WALL STUDS. t)L�-7�-../ no Z` W U'
318"x3'HILTI TZ ANCHORS 2" Permit#• �c�ho Z%V
FOR STANDARD V-GROOVE pP 2. CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY. ' �.
AND FLAT TRACKS ONLY: d05� EMB.ON TRACK.MAX.22-112"O.C. 0 3. MINIMUM STEEL WALL STUD SIZE=362SI2530(3-518"x1-]/4"40 GA.). Address: - J Q p
NON-STRUCTURAL 4. MINIMUM WOOD WALL STUD SIZE=2x4. ��++,, 1L�(1IPPI'�//-�GG,,IIPP W
5. MAXIMUM WALL STUD SPACING=16"o.c.FOR STEEL OR WOOD STUDS. Suite # 7�/ ��i.i�,r_.l.r U
114"0 x 2"LONG'HILTI' ANTI-TIP&GUIDE CONN. 6. MAXIMUM WALL STUD HEIGHT=16'-0'ABOVE FINISHED FLOOR. W >
SLEEVE ANCHORS�a 22.5"D.c. By: Date: Of
CARRIAGE AND TRACK ASSEMBLY 5 WALL CONNECTION 6 FOOT BRAKE O 7 Q J
NOTE: INSTALLATION CONSISTS OF THE FOLLOWING SHELVING QUANTITIES: Noyes: EARTHQUAKE DESIGN ATA: W Q uj
1) DDESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND a) Seismic Importance Factor,IE=1.0
FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT TOTAL LENGTH=256 LINEAR FEET OF SHELVING CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE QSSC 2014 EDITION Building Risk Category 11-Not open to the public > O >
W Lou:
USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. 0 TOTAL AREA 256 SQUARE FEET OF SHELVING 2) STEEL FOR ANCHOR CLIPS SHALL BE ASTM A3018,STEEL FOR ALL OTHER SHAPES ISFy= b) Mapped Spectral Response Accelerations,
I TAT TRACK 36 KSI,ASTM A1011-12 GR 36(EXCEPT AS NOTED) Ss=0.978 and S1=DA25 Cl)
SHELVING UNITS SHALL BE MANUFACTURED BY WESTERN PACIFIC, NOTE:FOR(2)12"WIDE RACKS BACK TO BACK, 3) ALL ANCHORS ARE HILTI KWIK BOLT TZ(ESR-1917),HUS-EZ(ESR-3027),OR APPROVED c) Site Class=DJ w
300 EAST ARROW HIGHWAY,SAN DIMAS,CALIFORNIA 91773.800-732-9777 ATTACH RACK POSTS W1 L4'0 BOLTS(la 24'O.C. EQUAL(SPECIAL INSPECTION REQUIRED-REFERENCE SCHEDULE BELOW) d) Spectral Response Coefficients, C^ Y Q
LA-APPROVED FABRICATOR'S LICENSE="FB01173". WI STEEL WASHER AND NUT. w C e�a �! @ a TT o1 T A-,z 4) EXISTING CONCRETE SLAB=MIN.4'THICK SLAB-ON-GRADE WITH Fc=2500 PSI AND 500 SDS=0.722 and SDI=0.446I L W U =
PSF SOIL BEARING PRESSURE e) Seismic Category=D = CE
ic DCa
m su ID � 5) STORAGE SHELVING CAPACITY=126#PER LEVEL f) Bask is i Design
Seismic-Force-Resisting Systam(s)- W U
F Fz71 11 1 Fz Fz 8 ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN WITH THIS Non-Building Structures,Steel Storage Racks
38"TO 48" 38"TO 48" 38"TO 48" 12" 12"
STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT _
a PLAQUE,EACH NOT LESS THAN 60 SQUARE INCHES IN AREA SHOWING THE MAXIMUM P>)
30'TO 48" 30"TO 48" 30'TO 48" 12' ]2' 12' Design Base Shear-10016 , N
S i mic R on o ffic' - Z
�" � gs���� PERMISSIBLE UNIT LOAD PER LEVEL h) e s esp se C e lentVt-0.217
ry ry N ry M i) Response Modification Factors,R=4.0 >i Z
7) ALL SHELVING SHALL BE IN COMPLIANCE WITH THE CURRENT RMI MH16.1 M
TMP. 8) THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF SB INCHES BETWEEN THE 1) Importance Factor,Ip=LO Z
3 TMP. 3 n,P O U.N.O. 3 m F TYP. 71 $ $ m s m ce 9) TTOP OF THE STORED HE SHELVING RACKS WILLIAL BETHE OPEN TOING THE PUBLIC DEFLECTORS k) Analysis Procedure per ASCE 7-10,See.15.5.3
TYP.U.N.O. x
z� 10) SHELVING UNITS MAXIMUM'OUT-OF-PLUMBNESS"SHALL BE 0.600 INCH IN 10 FT. OFFICE COPY
8 rr a" H C s Y Z CL F-
U.N.O. to m N a m r 11) O -INDICATES DETAIL CALLOUT LLJ
00
Cn C4
°" "''"• STATEMENT OF SPECIAL INSPECTION z Z oC CO
- VERIFICATION AND INSPECTIOh CONTINUOUS PERIODIC STANDARD KWIK BOLT TZ STANDARD HUS-F2 INSPECTED BY (D FY
O - HILTI HUS-EZ,319-DIA X 3'LONG z Q Cl) LL CM
CO
ti HILTI TZ,3/8'DIA X 3'LONG-PER ICGES SPECIAL W
® 16 ® ® 16 ® n O m w m CONFIRM ANCHOR TYPE X ESR-1917 SECTION 4.4,7.0,FIGURE2,3 PER TCC-ES .2,TAB27 SECTION 4.4, INSPECTOR ~
yy ��, r 5.2,TABLEI W Z = J Z
4 1 V, N p a:": H r r+ N , r r a CONFIRM CONCRETE x MINIMUM 2500 PSI MINIMUM 2500 PSI �- U LL m m ....
o COMPRESSIVE STRENGTH J
o r r `x 'r F F F -r F F J
14tl CONFIRM CONCRETE
X 4
,r 'MINIMUM 4' W MINIMUM co
• _ a - , THICKNESS r,
HILT TZ,3/8'DIA X 3'LONG- I HILTIHUS-EZ,3/8'DIA X 3'LONG- C`•3
R " HOLE DIAMETER X PER ICC-ES ESR-1917 PER ICC-ES ESR3027 SPECIAL
•� a � �$ a e r � �` d a e o SECTION 4.4,7.0,FIGURE 2,3 SECTION 4.3,4.4,FIGURE 4A INSPECTOR
CLEAN OUT OF HOLE x
i
m I BULBBLOW OUT-PER ICC-FS ESR-1917 BULBBLOW OUT-PER ICC-ES SPECIAL 16-04-117
SECTION 4.3.4.4 ESR-3027 SECTION 4.3.4.4 INSPECTOR
>r <� 2.75•-PER ICC-ES ESR-1917 SECTION 4.4, 2.25'-PER ICGES ESR-3027 SPECIAL 04-04.2016
40
MINIMUM ANCHOR SPACING % 5.7,TABLE INSPECTOR
Tc, nTABLE3 SECTION4.4,
A '$ " -
MINIMUM EDGE DISTANCE X 4.125• PERICC-ESESR-1917 1.5'-PER ICC-ES ESR-3027 SPECIAL SHEET
4 O 4 4 O 5 O O SECTION 4.4,TABLE 3 SECTION 4.4,5.7,TABLE 2 INSPECTOR
,.. , ..::..::. .. .: . . .., .: .-..r. .v:k .........:: :. :.o:•.::..... .. f f.:::• .•: ..-..: .L + + 2 PER SECTION
. .- ... f.... . .. .. . .-. .._.. 1 .. ._n.::•.::...,••.. o:....�...... .r •.::'f i'.. 25 FT-LBS 17 SECTION ANCHOR EMBEDMENT X - - - R-3 27 SPECIAL
4.4,TABLE 1,3 SECTION 4.3,4.4,5.2,TABLE 2,3 INSPECTOR
tlOOItltl00301Atl35-INWI3) 23- - S-PER TCC-ES ESR-19 ON 40 FT-LBS-PER TCC-ES ESR-3027 SPECIAL
TIGHTENING TORQUE X 4,3,4.4,TABLET SECTION 4.3,4.4.TABLE 2 INSPECTOR
WALL-SUPPORTED FREE-STANDING *-se Note:lnspedion W be completed
by a 3rd party Inspedor X
FIXED SHELVING SIDE VIEWS MOBILE SHELVING SIDE VIEW PARTIAL FLOOR PLAN D SHELVING RACK LAYOUT GENERAL NOTES