Plans (10) BU P2017 -00152
/3$1 11141k di° SHEET NUMBER
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Ioou}oa13
JAN 242019
CITY OF T IGARD �
BUILDING DIVISION
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RACK ELEVATIONS 626,8P
� DRAWING NUMBER
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DATE Of N
THE P.E. CERTIFICATION PROVIDED HEREIN 01/17/2019 �` ....„), -.--A
HCQIAO J
PERTAINS TO THE EXPIRES:06-30-2020
SHELVING COMPONENTS ONLY. Mingqiao Zhu, PE/P.Eng _.,,Li , .
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ALL OTHER COMPONENTS ARE OUTSIDE 1428 N Shevlin Court
Niti THE SCOPE OF THIS CERTIFICATION. Sewickley, PA 15143
GENERAL PROJECT NOTES
3 1. DESIGNED PER REQUIREMENTS OF THE 2012 IBC,ASCE 7-10 AND THE
-', .1 2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA Ss = 0.972,S1 =0.422, Fa = 1.111, Fv= 1.578,
Ip = 1.0(NO PUBLIC ACCESS), Sds = 0.720,Sd1 = 0.444, OCC. CATAG. II,
.HSITE CLASS D,SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
/ TYPE 4 LEVEL SNACK = 1000# PER LEVEL 1-4,4000#PER LEVEL 5,6. Z
, ,, ' TYPE 3 LEVEL SNACK = 1000# PER LEVEL 1-3,4000#PER LEVEL 4,5. 0
–3/8" (I I TYPE 1 LEVEL SNACK = 1000# PER LEVEL 1,4000# PER LEVEL 2,3.
\ / TYPE 5 LEVEL BEV= 1000#PER LEVEL 1-5,4000#PER LEVEL 6,7. la
COLUMN I I I I I I TYPE 3 LEVEL BEV= 1000#PER LEVEL 1-3,4000#PER LEVEL 4,5.
TYPE PALLET LOCATIONS = 4000#PER LEVEL TYP.
1/8"V (TYP' \ 1/8" 1 1/4" `TYP. TYPE A = 4000# PER LEVEL TYP.
1 1}16" 4. ANCHORS HILTI KWIK BOLT TZ ESR#1917 OR POWER SD2 ESR#2502,
O O
�, 11 .I�-1 1/2"---71' t
' OR ICC&ENGINEER APPROVED EQUAL.
$(Q49/l6 ( 1 3.S/4 Z 41/8 1/2QJx31/4 MIN. EMBEDT.
i \ ` �� = 1 1�4' O O SR TYP (2)ANCHOR PER BASE PLATE
--\ 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.
):.414 1 1 16"
6. EXISTING S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH,5"x 2500 PSI
` II 3/16- �1 1/24 8"MIN. 1(1 1/2' ,�1 1/g� 7. SOIL BEARING PRESSURE 1500 PSF @ GRADE OR BETTER 5
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8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
��, J WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS
CC
;J IIS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE CLEAR, LEGIBLE PRINT. w
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7)8"
9. ALL BOLTS GR.5 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT Q
�,P 1/8"V /7/$�' CI
10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS
NOTES: 0..
1 CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF
USE @ ALL ANY,SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR.
COLUMN/BASE LOCATIONS TYP. 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN
TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: FH30 DESCRIPTION BRACING: HORIZ. & DIAG. DESCRIPTION ROW SPACER NOTES: 12.SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK. co
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13.THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH
MATERIAL 3/8" THK MATERIAL 12 GAGE THK. MATERIAL 14 GAGE THK. NOTES: . MATERIAL 14 GAGE ATTACH WITH (4) 3/8"0 GR. 5 CO
(LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR.THE SHIM SIZE AND LOCATION UNDER \\ \
STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ ALL BRACE LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI BOLTS, (2) @ EACH END THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE REQUIRED BASE PLATE SIZE AND LOCATION. \\ \ o
SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE / a)SHEAR FORCES AT THE BASE. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE X
BASE PLATE SHALL BE CONSIDERED IN THE DESIGN OF THE ANCHOR BOLTS. ii-
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14.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED ,-
i CONDITION. THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION ro
11 1/8" / �TYP" DEFICIENCIES OR IRREGULARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER
/1 3/8" PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC�IN \\ \ a'
Ln
WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. ai
I — — 1` � 15. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN o)
1 -1 3/4" 1" , [ 1 _ I HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. z
J THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM \\ \ 0
w --- ---- V._. 0 . 1
N I BASE PLATE I F.F. FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE a.
S.
TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC.THE USER OF THE PRODUCT MUSTA „.„. r 11 ,
o
NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE /
1 5/8" PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TOCorn
Ln
E�� �� - MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. Q
e 16. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN v 0
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3 1/4" TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. w
_ _ r ii �' ' ' ` ' ' ' Q.`ki1.L. 17.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER w
SAFETY I MIN. EMBED. OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: >
CLI + - 4 1/8" = a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. Q
0 ( O I b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD /)
\ w
h-yp.>1121 ITHE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, QV OR OTHER STRUCTURAL COMPONENTS.
7 GA..',r c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. = z
3 l' I
d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS
IN PROPERLY STACKED AND STABLE POSITION.
/-1/2"v - e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. 'o
f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST o0
NOTE: POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
SEE NOTE #4 ABOVE FOR ANCHOR SPECS. g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE
DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 4-1/8" BEAM (SB416C) DESCRIPTION HILT! KWIK BOLT TZ ANCHOR TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR
MATERIAL 7 GAGE NOTES: MATERIAL 16 GAGE THK. NOTES: SIZE 1/2"0 X 3-1/4" MIN. EMBED. HEAVY MACHINERY ARE IN USE. co
USE @ TYPE 1 BEAM TO COLUMN CONNECTION
STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ ALL BEAM LOCATIONS TYP. ESR# 1917 d
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TYPE 4 LEVEL SNACK RACK TYPE 3 LEVEL SNACK RACK TYPE 1 LEVEL SNACK RACK TYPE 5 LEVEL BEV RACK TYPE 3 LEVEL BEV RACK TYPE PALLET LOCATIONS RACK TYPE A SELECTIVE RACK (`
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Mingqiao Zhu, PE/P.EngSgs
1428 N Shevlin Court OAiEOFREG1, J SHEET NO.
Sewickley, PA 15143 01/17/2019 �NGQIAO 2i\)
SED 1 OF 1
EXPIRES:06-30-2020 I \ /