Plans (30) BU P2019-002 15
OFFICE COPY
REVISIONS I BY
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CODE COMPLIANCE INFORMATION
Pacific Corporate Center 9 ADDRESS: 7245 SW DURHAM RD BLDG K, STE 180 RECEIVED
9 t LEGAL : R2021623 AUG 1 2019
Z.-= Oregon Business Park 111 p; "': X, ZONING: CI ITY OF TI
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syr ,iid BUILD NG DMSIOI+�
CONSTRUCTION TYPE: III-B LLE
w SCOPE OF THIS PERMIT: INSTALL STORAGE RACKS to
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an Dil reL,i/ oe"'' I OCCUPANCY GROUP: MIXED B, F-1 , S-1 sl"9 Tigard High School .-
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HIGH-PILED STORAGE OVER 144 HIGH Q 0 0
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PROJECT LOCATION ACCESSIBILITY: ACCESSIBLE FACILITIES ARE EXISTING
STRUCTURAL: NO MODIFICATION OF BUILDING STRUCTURE U)
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. 1B 1 2 GENERAL PROJECT NOTES
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1. DESIGNED PER REQUIREMENTS OF THE 2012 IBC, 2014 OSSC,ASCE 7-16, &2012 RMI RACK DESIGN MANUAL
�'���` 2. SEISMIC CRITERIA Ss = 0.962,Si = 0.418, Fa = 1.115, R./ = 1.582
-- � ;,
GENERALRACKCONFIGURATION Ip = 1.25 (NO PUBLIC ACCESS),Sds = 0.715, Sd1 =0.441, OCCUPANCY CATAG. II
SITE CLASS D, SEISMIC DESIGN CATAG. D
ri� I � HORIZ. 3. STORAGE CAPACITY:
I I/ TYPE 1,2, &3= 2000 LBS PER LEVEL TYP.
3/4" _ " BRACE—
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RACE OLUMN 4. ANCHORS : HILTI KWIKBOLT TZ ESR#1917, OR POWERS SD2 ESR#2502 ZO
1 3I8 , AS USED IN CALCULATIONS OR ICC&ENGINEER APPROVED EQUAL.
V/4 1%/////////////////�//,////////% WA \ 1/8">1 1/4" `TYR 1/2"0 x 3-1/4"MIN. EMBEDT.
ROW (2) ANCHOR PER BASE PLATE W
SPACER BEAM 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.
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COLUMN 1/8" 1" �TYP. 6. EXISTING S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH, 6"x 2500 PSI
(
\1/8"V TMP' - - -- - 7. SOIL BEARING PRESSURE 1000 PSF.
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL
1/8" 1 1/4" `NP' 1-1/2"—f — 1 I DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
Q0 1 INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
_ CONNECTOR 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
,,,�- 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BYAWS CERTIFIED WELDERS USING E70XX
. 511 ; _ ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED
[1 DEPUTY INSPECTOR. W
% 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN TOP OF THE STORAGE AND THE CEILING Ix
QDIAG. SPRINKLER DEFLECTOR.
11�' -I' BRACE--/ 12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK w
/-1 �I ASE 13. THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEEDS THE DESIGN BEARING STRENGTH (LRFD) OR G
P'' 1/8"V PLATE
ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR.
NOTES: — &ANCHOR 14. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE REQUIRED BASE
/ 8" / PLATE SIZE AND LOCATION. ' `
USE @ ALL COLUMN/BASE I I I 15. SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE SHEAR FORCES v
LOCATIONS TYP. AT THE BASE.
DESCRIPTION BASE PLATE: 8" x 5" I DESCRIPTION COLUMN: SPCRK FH-20 DESCRIPTION BRACING: HORIZ. & DIAG. 16. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BE CONSIDERED IN
NOT A DEPICTION OF THIS PROJECT THE DESIGN OF THE ANCHOR BOLTS. F
MATERIAL 3/8" THK PLATE I MATERIAL 14 GAGE MATERIAL 16 GAGE THK. NOTES: 17. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE
STEEL YIELD ASTM A36, Fy=36,000 PSI I STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ ALL BRACE LOCATIONS TYP. PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE T)
6 RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY
3 4 SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
61
18. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN " \
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HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. C �Q
THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM \ \
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�1 1/2 \I/8"
V NP. ,�1 1/2"—/----1" TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC.THE USER OF THE PRODUCT MUST
BASE PLATE � F.F. 61
.� i1 1/2"/1" NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE / O
1
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- 1 • 1 /8�� MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. / W
°!.) \ , 19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN
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�� - 1 /8 TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
�� - -z, " " " �` 20. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER \\/\ d
_ " OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: / 0
'� C `" " " " `> 3-1/4" a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. r
" O.A.L. MIN. E VIBED. b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPLACE Q
`�i1 OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. U
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c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE,
ERATING
5 1/2" ��� d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOADS SUPPORT CONDITION.
MEMBERS IN PROPERLY STACKED \\ \ CY
5/16"0 SAFETY PIN �� ( Q
AND STABLE POSITION. W
e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
`'il J _ _ �� I f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST
,` POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. \ Q
TYP•/1/811 V A-1/2"4 g.THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE
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7/16"0 RIVET 311
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NOTES:
NOTES: NOTES: CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TOin
USE @ TYPES 2, 3 BEAM LOCATIONS. USE @ TYPE 1 BEAM LOCATIONS. ENSURE REQUIRED EMBEDMENT IS OBTAINED.
DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 5-1/2" BEAM (KINGMORE) DESCRIPTION 5" BEAM (KINGMORE) DESCRIPTION I HILTI KWIKBOLT TZ ANCHOR
MATERIAL 7 GAGE USE @.ALL BEAM TO COLUMN CONNECTION MATERIAL 16 GAGE MATERIAL 16 GAGE SIZE 11/2" 0 X 3-1/4 MINI. EMBED. NOTE: Z oo
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STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=50,000 PSI STEEL YIELD ASTM A570, Fy=50,000 PSI ESR# 11917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS. I-., w
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FRONT VIEW FRONT VIEW FRONT VIEW SIDE VI
1428 N Shevlin Court SED 1 OF 1
DESCRIPTION I STORAGE RACK ELEVATIONS J
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1 2 NOT A DEPICTION OF THIS PROJECT GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2018 IBC,ASCE 7-16 AND THE
2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA Ss =0.962,S1 =0.418, Fa= 1.115, Fv=1.582
HORIZ. Ip = 1.0(NO PUBLIC ACCESS),Sds =0.715,Sd1 =0.441, OCCUPANCY CATAG. II
71 BRACE SITE CLASS D, SEISMIC DESIGN CATAG. D
-,``� 3. STORAGE CAPACITY:
e `, OLUMN TYPE RACK 1-6 =2000#PER LEVEL TYP. Z
�� / ``\ ,,-��/ 4. ANCHORS: HILTI KWIK BOLT TZ ESR#1917, 0
x-3/4° //8l
AS USED IN CALCULATIONS OR ICC&ENGINEER APPROVED EQUAL CSPACER BEAM 1/2"0x3-1/4"MIN. EMBED. W
COLUMN (2)ANCHOR PER BASE PLATEII I I 1/4" <TYP. 1 ) - - - 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.
/ 6. CONCRETE THICKNESS&COMPRESSIVE STRENGTH,6"x 2500 PSI.
L.
_ [ 7. SOIL BEARING PRESSURE 1000 PSF @ GRADE OR BETTER
1/8"V CTYP' 1/8"1)1' `NP' ] 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL
DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50
CONNECTOR SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
NP'
______,,____ 0 -9
/16" 1/8")1 1/4' ` 9. ALL BOLTS A325 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT
10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS
.:--1 1/2" CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER.FIELD WELDS, IF
,� /
ANY,SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR.
�� I DIAGJ
11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18"BETWEEN W
/ BRACE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
12.SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK.
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r 1 ASE THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH W
-0 '=V=. „ .; L J PLATE (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR.THE SHIM SIZE AND LOCATION UNDER Q
,.--
, - — THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE REQUIRED BASE PLATE SIZE AND LOCATION.
7/$" ' SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE
NOTES: NP 1/8'V 8,� '� i SHEAR FORCES AT THE BASE. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE -
USE @ ALL BASE PLATE SHALL BE CONSIDERED IN THE DESIGN OF THE ANCHOR BOLTS. v
COLUMN/BASE LOCATIONS TYP. 13.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD,UNDAMAGED 2
CONDITION.THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION N-
DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: SRW- FH2O DESCRIPTION TUBE BRACE: HORIZ.& DIAG. I DEFICIENCIES OR IRREGULARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER,
MATERIAL 3/8" THK MATERIAL 14 GAGE THK. MATERIAL 18 GAGE THK. I NOTES: GENERAL CONFIGURATION PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC IN 0)
cyi
STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI I USE @ ALL BRACE LOCATIONS TYP. WRITING, E ANY DAMAGE,OFTHEDEFICOWNER AND/OROR IRREGULARITIES.
14. IT IS THE RESPONSIBILITY THE OWNER USER OF THE COMPONENTS SHOWN Q
HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. (�
3 4 5 THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM V \
FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE1..\- L`
TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC.THE USER OF THE PRODUCT MUST 176
NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE 0.6 ri
PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO co
=1 5/8" / 7/8„� MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. in
15. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN 0;
, --1 5/8” / 7/8'! 7 TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. / 0
1/8" V <TYP. , , \, 16.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM c/ LU
BY ASSURING PROPER OPERATIONAL,HOUSE KEEPING AND MAINTENANCE o
4 1 8�� PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: ��\ I
di 9/16 t 3 1/8" / / e. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. / o
/ b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD in
.` 1 J8"
THE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, N
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SpaceRak 1" ` OR OTHER STRUCTURAL COMPONENTS.
- V --\— _ c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE, OPERATING CONDITION. U
�� �� d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS
1 �n . . 5 1/2" IN PROPERLY STACKED AND STABLE POSITION. w
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f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST >
IQ e �� POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. Q
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`'11 G TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR LLi
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NOTES: NOTES: co
MATERIAL 7 GAGE USOE @ ALL BEAM TO COLUMN CONNECTION MATERIAL 16 GAGE USE @ TYPE 1-4 MATERIAL 16 GAGE USE @ TYPE 5,6 EXPIRES:06-30-2020
STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS. STEEL YIELD ASTM A570, Fy=55,000 PSI BEAM LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI BEAM LOCATIONS TYP. 12/27/2019 Y
Mingqiao Zhu, PE/P.Eng 6 N
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TYPE 1-96", TYPE 3-120" TYPE 2-96", TYPE 4-120"
RACK TYPE 5 SELECTIVE RACK TYPE 6 SELECTIVE RACK Cn -
SELECTIVE RACKSELECTIVE„ 144” t-42" 006 /120 . 0 06 /120 144
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45" 46" 44" 42" BASE PLATE s, F.F.
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I' 64" 11 64" I' 0 O.A.L. MIN. EMBEDT. m Y
1E2 1C2 1G2 1G2 _ 0 o
36" (N.10 I W 0 U'
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83" 92" 1 \ r m
W W Z W
64" V o v S
3^"
/-1/2Y JOB NO.
0
NOTE: LV-122019-13
N SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW SIDE VIEW
DESCRIPTION HILTI KWIK BOLT TZ ANCHOR SHEET NO.
SIZE 1/2"0 X 3-1/4" MIN. EMBED. SED 1 OF 1
DESCRIPTION I STORAGE RACK ELEVATIONS ESR# 1917 / ' J