Plans (38) BUP2022 -00036
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ENHAO ZHANG 98752 PE 7 RECEIVED
Date: 2022.01.14 �� �Q0 2le
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OLo����DATEOF��: & CITY OF TIGARD
AMBER 15'T BUILDING DIVISION
MARKETCRAFT tiyA 0 ZN P�
EXPIRES:
06/30/2024
8001 SW HUNZIKER ST TIGARD OR 97223 �A��o�nQFPERM�T
THE P.E.CERTIFICATION PROVIDED HEREIN
PERTAINS TO THE STORAGE RACK COMPONENTS THE ISSUANCE OFA PERMIT
ONLY.ALL OTHER COMPONENTS ARE OUTSIDE : BASED ON CONSTRUCTION
THE SCOPE OF WORK OF THIS CERTIFICATION. DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
OffICE COPY`
CITY OF TIGARD,
R 1 R R R 4 R R R R R 1 111 1 FOR CODE COMPLIANCE
Approve& �
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SPECIAL.. ''NIS'PEC-;-ECYN REQUIRED
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ZED Concrete and Reinforcing Steel
Bolts Installed in Concrete
13 Special Moment-Resisting Concrete Frame
R B F ❑ Reinforcing Steel&Prestressing Steel Tendons
❑ Shuctural Welding
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D Sbucturai MasrJ uy
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CONTRACT WITH JOB N0,MK DATE BY REVISION STORAGE RACK PLAN 21025
Q ADDRESS DRAWN
B.P.
0 CITY 7373 SE Milwaukie Expressway N -=
PHONE # PROJECT MARKETCRAFT 01/08/2022
Q ARCHITECT Portland, OR 97222
TEL (503) 659-5438 ADDREZL SS 8001 SW HUNZIKER ST
ADDRESS
CITY OF OREGON, INC. SCALE. „_ , CITY TIGARD, O R 97223 BLOCK / LOT: 1 3
PHONE # 3/32 —1 —
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THE P.E.CERTIFICATION PROVIDED HEREIN
PERTAINS TO THE STORAGE RACK COMPONENTS
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CONTRACT WITH JOB NO
MK DATE BY REVISION 21025
ADDRESS STORAGE RACK PLAN DRAWN
B.P.
PHONE PROJEC i
7373 SE Milwaukie Expressway N MAR KETC RAFT °0108/ 2022
Q
ARCHITECT Portland, OR 97222
ZL TEL (503) 659-5438 ADDRESS 8001 S W H U N Z I K E R ST
ADDRESS OF PHONE � OREGON, INC. „_ , CITY T I GAR D, O R 97223 BLOCK , LOT: 2 - 3
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THE P.E.CERTIFICATION PROVIDED HEREIN
PERTAINS TO THE STORAGE RACK COMPONENTS
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CONTRACT WITH JOB N0,
MK DATE BY REVISION STORAGE RACK PLAN DRAWN 2B.P.
1025
ADDRESS
Q
PHONE 7373 SE Milwaukie Expressway N -= MARKETCRAFT D01/08/ 2022
Q ARCHITECT Portland, OR 97222 Q
® TEL (503) 659-5438 8001 SW H U NZI KER ST
ADDRESS
CITY OF OREGON, INC. SCALE: "— ' r ITy T I GAR D, OR 97223 BLOCK / LOT: 3 3
—1 PHONE // 1/4
1 B 1 2 GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2018 IBC, ASCE 7-16 AND THE 2012 RMI RACK DESIGN MANUAL
311 / GENERAL RACK INFORMATION 2. SEISMIC CRITERIA Ss = 0.862, S1 = 0.394, Fa = 1.155, Fv = 1.906
Ip = 1.0 (NO PUBLIC ACCESS), Sds =0.664, Sd1 = 0.501, OCC, CATAG. II,
SITE CLASS D, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
II / I / HORIZ. TYPE A, F = 1800 LBS PER LEVEL TYP.
/ BRACE TYPE B, C, J, K = 3000 LBS PER LEVEL TYP, Z
3/811j, F� OLUMN TYPE G, D, E, H, I = 1500 LBS PER LEVEL TYP. O
_Nkl 4. ANCHORS : HILTI KWIKBOLT TZ ESR#1917, OR POWERS SD2 ESR#2502 N
3/16�� TYP. 4�� I -ROW BEAM AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL. UJI
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SPACER % 1/2"O x 3-1/4" MIN. EMBEDT. cr
5/8"0 C.C. 3/16" 1-1/2" NP' 1 1/2" (2) ANCHOR PER BASE PLATE ,
— — —
5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED
COLUMN
-- ----------- -- - ---- / - — PER ICC ESR# 1917.
1 1/2" 6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5"x 2500 PSI
CONNECTOR 7. SOIL BEARING PRESSURE 750 PSF.
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
511 ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
❑ INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
DIAD. 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX �
1 II I \ BRACE ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD -
11 \ \\ -BASE WELDING. H
1 PLATE & 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18 BETWEEN TOP OF THE STORAGE AND THE CEILING Q
u L \
\ ANCHOR SPRINKLER DEFLECTOR.
\
NOTES: 12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK.
\
USE @ALL HANNIBAL \ 13. THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH -
(LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. v
COLUMN/BASE LOCATIONS TYP. 14. (IF SHIMS ARE USED)THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER CD
- THAN THE REQUIRED BASE PLATE SIZE AND LOCATION.
DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: HMH IF 3014 DESCRIPTION BRACING: HORIZ. & DIAG. >
- --------.---- ---------- _- NOTES: NOT A DEPICTION OF THIS PROJECT 15. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE
MATERIAL 3/8" THICK PLATE MATERIAL 14 GAGE THK. MATERIAL 16 GAGE STEEL USE @ ALL HANNIBAL BRACE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP . RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY l o
SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. y 0')
16. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY x
SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. THIS INCLUDES SUCH OCCURRENCES Q
SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED cz
LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE r�
1 11/16" 3/16' TMP' 1 3/4" 1 " PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE
PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY AND ,n
1 3/4" 1" PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. 0)
1" 17. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR
REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. w
1 5/8" 18.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER \ \� o
_ " 1 5/811 OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: � �
— — a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. o
NN- Ln
b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND
41
6" REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.
X-5/160 c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. 1-1,7Q
SAFETY PIN II I� d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED U
AND STABLE POSITION. w
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41/811 1/8II e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. \\ , L_j
f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK C1 / >
� SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE J
3 3/16" STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY >
L7/160 GR. v Q
ARE IN USE.
55 RIVET
QED PROP,, _
TYP. 3/161soy
a 98752 PE 7- �
E N H AO Digitally signed " ` 002 ORE ON
by ENHAO ZHANG
DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 5" BEAM (HMH#50140) DESCRIPTION 4.125" BEAM (HMH#41160) NOTES: Date:2022.01.14 FMBER�S'
MATERIAL 7 GAGE NOTES: USE @ ALL HANNIBAL BEAM TO MATERIAL 14 GAGE NOTES: MATERIAL 16 GAGE USE @ TYPE A, B, C, D, E, J BEAM ZHANG 16:22:44-08'00' ��yqO nA
fxPIRFS:
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STEEL YIELD ASTM A570, Fy=55,000 PSI COLUMN CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ ALL BEAM LOCATIONS U.O.N. STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP.
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NOTES: JOB NO.
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO NOTES: 21 -1214-4
ENSURE REQUIRED EMBEDMENT IS OBTAINED. USE (2) STD ROW SPACERS FOR DOUBLE ROW UNITS
DESCRIPTION HILT KWIKBOLT TZ ANCHOR DESCRIPTION STD ROW SPACER NOTES: SHEET NO.
SIZE 1/2"0 x 3-1/4" MIN. EMBED. NOTES: MATERIAL 16 GAGE ATTACH WITH (4) 3/8"0 GR. 5 BOLTS, SED 1 OF 1
DESCRIPTION STORAGE RACK ELEVATIONS ESR # 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS. STEEL YIELD ASTM A570, Fy =55,000 PSI (2) @ EACH END