Plans BUP2022 -00144
QMCF0 COPY
SW 72ND AVENUE RECEIVEr
JUN
�p PROS CITY OFTIi~ BTF
I N FF.Q9i02 BUILDINGD!VISIGiv
F 7� INSTALLATIONS
98752 PE
siy C 0 0 D D K ORE ON VA ISSUANCE F
OF PERMIT
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�Q AMBER F A PERMIT
Ara, G DOCUMENTS AND OTHER
EabPja o a �yAO ZHP� DATA SHALL EVENT
THE CODE OFFICIAL ICIAL FROM
N REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
H ME P.E.O AINS TO THE STATION PR CK CO HEREIN
WONENTS
ONLY.ALL OTHER COMPONENTS ARE OUTSIDE
THE SCOPE OF WORK OF THIS CERTIFICATION.
G IM (f)
\ P Digitally signed Z
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In\ ( ENHAOby ENHAO
ZHANG OFFICE COPY -
Z H A N G CITY OF TIGARD., ~
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Date: '0 „T Q
BUILDING LOCATION WED FOR CUllE COMPLIANCE
Approved: � ] E
� 11 :21 :22 -07'0. J
OTC: ( ] 'J U S
TO TBC I & II Q to,
Permit#s - � E
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13 BAYS @ 25'-0" = 325'-0
I I I I i I I I
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144"x 42" _ 144'x 42" 144'x 42• 14r x 42' 144"x 42'
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96"x 42" 96'x 42" 96"x 42" 96'x 42" 96'x 42" 96•x 42" 96"x 42' 96"x 42' 144"z 42" 96'x 42" 96"x 42" 96"x 42" I 96"x 42" 96'x42' 96"x ' 96'x 42- 96"x 42" n 96"z 42- e e U
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96" .{� < � d
x x x x
s s a s s
_ DATE: 3/24/22
98'x47 98"x47 W.42' 1 •� 144'-za2" 98"x47 98"x47 F - 98'x47 96'x42' 98'x47 x 98'x47 I 98'x47 98'x47
RACKING
n _ -4 PEGIAL +NSPECTION REQUIRED
c v a a x47 98'x47 144'x42" 98"x47 88'x47 88'x42' 96'x42' 96'x47 X 98'x47
96 x47 98 x47 State of Oregon Structural Specialty Code REVISION
98 x42- 88
x x x x x a Concrete and Reinforcing Steel 1
17'-1 fir B" 17'-1 1/P" 8" it-1 1/'2' 1 :. _ - -_...._. . n -�'�-_ ,:� - -
❑ Bolts Installed in Concrete 2
W z 42- 98"x 42- 96"x 42' @o 144'x 42" 96"x 42 98'x 42" JI 96'x 42" 96'z 42" 96'x 42' 9Q x 42• 96 x 421 96'x 42- 96-142' ❑ Special Moment-Resisting Concrete Frame 3
-- - - _
96'x 42" 96"z 42" 144"x 42" 96"x 42" 96"x 42" 98'z 42- 96'z 42" 96'x 42 ❑ Reinforcing Steel&Prestressing Steel Tendons 4 96'x42 86 x 42 98"x 42- 98'z 42-
r x e a v' t .r - .. -. • ,� - u' -- .,'� J"r ❑ Structural Welding
x x x x 5.
3 e 3 3 3 1 N ❑ High-Strenght Boiling 6.
.. _ - — __ -- 9e xar ss"xar ❑ Structural Masonry
98'z 42' 96'x 42" 96'x 42" 144"z 42" 96"x 42" 96 x 42" 96'x 42- 98'x 42- 98'x 42" 96"x 42- 96'x 42' 96"x 42" 98'z 47 98•z 47 96'x 42� ❑ Rg111fOfCed Gypsum t'.OnCrQte 7
❑ Insulating Concrete Fill
ss xar (164)96 x 42 X 11'4"TOP SHELF RACK ❑ SPmYAP.died Fire-Resistive Materials
DRAWN BY:
❑ Pilings, Drilled Piers and Caissons R.M.T.
96"x (16)96 x 42 X 11'-4" RACK W/TUNNEL
❑ Shotcrete
RACKING PLAN n' ❑ Spec ai Grading,Excavation and Filling
taa xar (28) 144 x 42 X 11'4"TOP SHELF RACK � SCALE: 3/32"= 1'-0" ❑ amot
2 ',ontrol Systems
L2 Other msE;,.ions
t4CraY (12) 144 x 42 X 11'-4" RACK W/TUNNEL
I Lr 121, JC'l
GENERAL PROJECT NOTES
311 2 GENERAL RACK CONFIGURATION 1. DESIGNED PER REQUIREMENTS OF THE 2018 IBC, ASCE 7-16&2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA Ss = 0.851, S1 =0.390, Fa = 1.200, Fv = 1.900
Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.681, Sd1 =0.494, OCC UPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
OLUMN TYPES A, D=2200 LBS PER LEVEL TYP.
3/811 BRACE TYPES B, C=2500 LBS PER LEVEL TYP. Z
OW 4. ANCHORS : HILTI KIWKBOLT TZ ESR#1917, OR POWERS SD2 ES R#2502 O
s/a EAM
SPACER 1/2"0 x 3-1/4" MIN. EMBEDT. y
(2) ANCHOR PER BASE PLATE, 40 FT-LBS TORQUE. iyj
COLUMN: INTERLAKE
5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED cc
TYP PER ICC ESR# 1917.
1/8' 1 1/4" TYR 6. EXISTING S.O.G. CONCRETE THICKNESS &COMPRESSIVE STRENGTH, 6"x 3500 PSI
1
1/2" 7. SOIL BEARING PRESSURE 750 PSF.
S. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
CONNECTOR ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
1 1/2" 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
" ( 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING
E70XX ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR j
ANY FIELD WELDING. BJ
21/2 cc
DIAG. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN TOP OF THE STORAGE AND THE
BRACE CEILING SPRINKLER DEFLECTOR. W
ASE 12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE Q
/4t PLATE & PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
8" ANCHOR RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO
NOTES: NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. -
USE @ ALL INTERLAKE 13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, v
COLUMN/BASE LOCATIONS TYP. INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES
DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: INTLK LU70 DESCRIPTION BRACING: HORIZ. & DIAG. SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM
DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER TO
NOTES:
MATERIAL 3/8" THICK PLATE MATERIAL 14 GAGE THK. MATERIAL 14 GAGE THK. NOT A DEPICTION OF THIS PROJECT z
OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO 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 USE @ ALL INTLK BRACE LOCATIONS TYP. PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY rn
/� AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. �
3 T 5 6 14 (REPLACE ANY COMPONENT
OMPO NOF THE T THAT IIS DAMAGED OR OTHERWISE DEFICIENT.EN SYSTEM SHOWN HEREIN TO REPAIR OR
15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPERCZ LL
it 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. nl
TYP b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND
1 5/8" 1/8 REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. �(1
1 3/4" 1" LLUc. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE, OPERATING CONDITION.
d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED 61
1„ BASE PLATE F.F. AND STABLE POSITION. Z
® 1 II 1 II e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. O
1 5/8 O ` f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK (1
SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. z O
O 2° 314 g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE r
STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY
® 6"
3-1/4 ARE IN USE. U
of 211 3.041" 41/2
MIN. EMBED. ��
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w
TYP. 1/811 eo PROP
5/16"0 SAFETY PIN \���� G N E FSs1
7 GA. 73 3/8" 1/214 O.
7/16"0 GR. 5 RIVET � 98752 PE
NOTES: 2 ORE ON
NOTES: NOTES: CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
USE @TYPE A, D BEAM LOCATIONS. USE @ TYPE B, C BEAM LOCATIONS. ENSURE REQUIRED EMBEDMENT IS OBTAINED. aER A5'
DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 3.041" BEAM (INTLK30E) DESCRIPTION 4-1/2" BEAM (INTLK45E) DESCRIPTION HILTI KWIKBOLTTZ ANCHOR EXPIRE �� AO ZNPNG
NOTES: NOTES:
MATERIAL 7 GAGE USE @ ALL BEAM TO COLUMN CONNECTION MATERIAL 16 GAGE MATERIAL 16 GAGE MATERIAL 1/2" X 3-1/4" MIN. EMBED. SEE NOTE #4 ABOVE FOR ANCHOR o
STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI ESR# 1917 SPECS. Digitally signed F— w
7 E N H AO by ENHAO D N
ZHANG cr rn
ZHANG Date: < o
2022.05.03 U) � cr
11 :21 :41 -07'00' W o <
O oLo
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TYPE A SELECTIVE RACK TYPE B SELECTIVE RACK TYPE C SELECTIVE RACK TYPE D SELECTIVE RACK
6" 144' 144" 12
2 42" { r42'Ll - 11/611
33/4 4 1/8"
IR np
D
s s s 74" 74"
1 1/16 (, N
2 3/16' N
7)" 7)" 12
�11 1 1/ 11 '�,� 0 � W
Y
192" 192 1 2 192" 19T 'IZ, L Y aq
a s s s 5 5 ' F g
1 0" 1 0" zcc
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N
7 " 7 5 " 5 "
LL
FRONTVIEW FRONT VIEW FRONT VIEW FRONT VIEW SIDEVIEW SIDEVIEW JOB NO.
NOTES:
USES (4) ROW SPACERS FOR DOUBLE ROW UNITS 22-0419-6
DESCRIPTION STD ROW SPACER NOTES: SHEET NO.
MATERIAL 14 GAGE ATTACH WITH (4) 3/8"0 GR. 5 BOLTS, (2) @ SED 1 OF 1
DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A570, Fy = 55,000 PSI EACH END