Plans (30) BUP2022 -00051
OFFICE COPY
OFFICE COPY
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THE P.E.CERTIFICATION PROVIDED HEREIN
PERTAINS TO THE STORAGE RACK COMPONENTS
ONLY.ALL OTHER COMPONENTS ARE OUTSIDE \-,/ G I N FF i� FEB 17 1022
THE SCOPE OF WORK OFTHIS CERTIFICATION. rn !'
4 _, ;ITY OF TIGARD
1�98752 PE JILDING DIVISION'
ENHAO Digitally signed by O EPON�N
ENHAOZHANG ZO �FUGLI-OATT- o�
20 .2.02.1
BROADWAY ROSE THEATRE ZHANG 112:5301-08'00? ��MSER15,L
EXPIRES: 0 ZN PSG
06/30/2024
12850 SW GRANT AVE , PORTLAND , OR 97223
R1 R2 R3 R4 R5 R6 R7 RB RS
IDITY OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
FIC COPY
CITY OF TIGARD,
T.EVIE JFOR DE COMPLIANCE
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CONTRACT NTH JOB NO.
VK DATE BY REVISION
Q ADDRESS STORAGE RACK PLAN DRAWN 22°03
B.P.
ZL CITY PHONE g 7373 SE Milwaukie Expressway N PROJECT BROADWAY ROSE THEATRE °02/07/ 2022
Q ARCHITECT Portland, OR 97222
TEL (503) 659-5438 ADDRESS 12850 SW GRANT AVE
ADDRESS OF OREGON INC.
SCALE: PORTLAND, OR 97223 1 2
CIN � 3/1 611_^ T CITY BLOCK / LOT:
PHONE B - I
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SIDE VIEW FRONT VIEWSIDE VIEW FRONT VIEW
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TOP VIEW
TOP VIEW 101-01,
TOP VIEW
TOP VIEW
� RACK A PROFILE RACK B PROFILE RACK D PROFILE RACK E PROFILE
Scale: 3116"=1'-0" � Scale: 3/16"=1'-0" � Scale: 3/16"=1'-0" � Scale: 3/16"=1'-0"
PROFF98752 PE
S
E N H AO Digitally signed by lOy/
ENHAO ZHANG /!/
Date: 2022.02.17 2 ORE ON
ZHANG
12:53:08 -08'00'
Fg1 , RAb
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IXPIHES: " �O z"
06/30/2024
36A00
9.000 9A00 9.000
0.828
0.562
`00562
2.000 4.000
00.562 01"-1-1/4 scd 40 pipe sleeve 0-01.300 OD 1' sch 40 pipe rods 0.750
562
34314 verify spocing4
0.230- 0.230
l/4 fillet eeltls oil around
F_ 1/4 Met welds all arovhtl
4A00 1.3180 1660 4A00
8000 I�
�-3.000
one side with fuU pipe sleeve one side elth half pipe sleeve
5 RACK A, B , AND C ROD DETAILS
NTS
CONTRACT WITH JOB NO.
MK DATE BY REVISION 22003
DRAWN
Q ADDRESS STORAGE RACK PLAN B.P.
CITY PHONE N 7373 SE Milwaukie Expressway N PROJECT BROADWAY ROSE THEATRE °02/07/2022
Q ARCHITECT TEL I(503)0659 54382 ADDRESS 12850 SW GRANT AVE
ADDRESS OF OREGON INC.
CITY SDA` ' PORTLAND, OR 97223 , 2
PHONE �'
' NTS CITY BLOCK LOT:
1B 1 Z 3 GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2018 IBC,ASCE 7-16&2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA Ss=0.855,S1=0.394, Fa= 1.158, Fv= 1.906,
Ip = 1.0 (NO PUBLIC ACCESS),Sds= 0.660,Sd1=0.501, OCCUPANCY CATAG. 11- - - - - - - - - - - -- -- -- -- --
'
SITE CLASS D,SEISMIC DESIGN CATAG. D,
3. STORAGE CAPACITY:
/ I / TYPE A= 4000 LBS PER LEVELS 1,4, 750 LBS LVLS 2-3.
/ TYPE B= 4000 LBS PER LEVELS 1, 4, 500 LBS LVLS 2-3. Z
3/4" I I ❑ BASE PLATE F.F. TYPE D, E= 1800 LBS PER LEVEL TYP. O
4. ANCHORS : HILTI KWIKBOLT TZ ESR# 1917, OR POWERS SD2 ESR#2502 us
a
AS USED IN CALCULATIONS OR ICC& ENGINEER APPROVED EQUAL. W
3/6 ❑ C.C. 1 3/16' 1-1/2' TYR 11/2" 1/2" 0 x 3-1/4"MIN. EMBEDT. cc
3/161 TYP. (2) ANCHOR PER BASE PLATE .
COLUMN — — — O, ,L, 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.ANCHORS SHALL BE INSTALLED
1 1/2" PER ICC ESR# 1917.
❑ — — — — — �llgq 3_1�4" 6. EXISTING S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH,6"x 3000 PSI
7. SOIL BEARING PRESSURE 750 PSF.
MIN. EMBED.
I.1.1/4p 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
4 `
ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE f
❑ I 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
" I 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX
1" \ ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD —
WELDING. W
1" ❑ \ I \ �-1/2"4 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING Q
SPRINKLER DEFLECTOR. G
12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE
NOTES: \\ \ NOTES: PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
USE @ ALL HANNIBAL \ CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY v
{ COLUMN/BASE LOCATIONS TYP. ENSURE REQUIRED EMBEDMENT IS OBTAINED. SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: HMH IF 3014 DESCRIPTION BRACING: HORIZ. & DIAG. DESCRIPTION HILTI KWIKBOLT TZ ANCHOR 13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY Z
NOTES: SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES Q1
MATERIAL 3/8" THICK PLATE MATERIAL 14 GAGE THK. MATERIAL 16 GAGE STEEL USE @ ALL HANNIBAL BRACE SIZE 1/2"0 x 3-1/4" MIN. EMBED. NOTES: SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED Z
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 . ESR # 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS. LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE l
PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THEy
L6 7 PRODUCT SHOWN HEREIN. IT IS THE PROPER USE OF THE STORAGE PRODUCT SHOWNHEREIN.OF HE OWNER AND/OR USER TO MAINTAIN THE SAFETY AND
4 1/8' TMP 14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR
11/16' REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
k 15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER<Typm
— — — — OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING:
1/8" 1 1" 1 3/4" 1" a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. in
® b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND Z
I, REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.
1 — — — — c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. W
1 ` v v z
I 1 5/8„ d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED 1U O
I AND STABLE POSITION. �� d
e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. O
5/160
f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK r
" I SAFETY PIN ' SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. `� Q
5/160 g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE v O
SAFETY PIN ® 1 .315" 41/8 STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY
Z ARE IN USE. � �,
I
PR°pF
TYP. 1/8" ® 1 1 1 .049" bIgENHAOgned �� G NF SS,�
ENHAO F °
7/,s0 GR. ZHANG X98752 PES v Q
55 RIVET Z H A N G Date: 2022.02.17 /�/�D 1/� kb
12:53 :17 08'00' r Yr
7/160 GR. 2 ORE ON (�,.
55 RIVET NOTES: NOTES: OLG GpALpAW 01MG: O'v
USE @ ALL BEAM LOCATIONS U.O.N. USE @ TYPE A LVL 4 BEAM LOCATIONS. BER A5'� Fo
DESCRIPTION 3-PIN CONNECTOR NOTES: NOTES:DESCRIPTION 4-PIN CONNECTOR DESCRIPTION 1" STEEL PIPE DESCRIPTION 4-1/8" EX%RESZN
BEAM (HMH#41160) p,�G — —
: AO
MATERIAL 7 GAGE USE @ ALL BEAM TO COLUMN CONNECTION MATERIAL 7 GAGE USE @ TYPE A LVL 1 , B LVL 1 , E BEAM TO MATERIAL SCH 40 MATERIAL 16 GAGE 00012010 W
{ STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS U.O.N. STEEL YIELD ASTM A570, Fy=55,000 PSI COLUMN CONNECTION LOCATIONS. STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI
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TYPE A SELECTIVE RACK TYPE B SELECTIVE RACK TYPE D SELECTIVE RACK TYPE E SELECTIVE RACK
36" 1
{ { { Q
1 5/8" a 9» 9p 4,e {` 98, {— ,20" 4
a {-36•—j { ,20" - _ ,�" I r 1 O
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'1 W
69/16" a ,0 4 e ,0 4 45H3 3
2" 4" »
1-1NSCD 40%PE SLEEVE • "
01.9W OD 1'SCH 4a%PE RODS
—
3 3
13/16„ 4 4 »
4 1/2° 34..344 VERIFY SPACING
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1/4"' / 2 2 2 4 ' 2 2 " 2 2
/ 1�3"— �1 4 LL� ps w AAW"p 3 3 w
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4" 1 3/8" 1 21%32" �— 4" a " e ¢ o
NOTES: 27/32" �. e »84m6 » z S e N
LOCATIONS. ONE SIDE WITH FULL PIPE SLEEVE ONE SIDE WITH HALF PIPE SLEEVE , t
USE 50160 @ TYPE A LVL 1 , B LVL 1 , BEAM 33N S s
USE 50140 @ TYPE E, BEAM LOCATIONS. . _ . .. mum
VIEW FROM NEW SIDE VI FROM VIEW FROM VIEW SIDE
DESCRIPTION 5" BEAM (HM #50160) NOTES:
22-0201 -13
MATERIAL 16 GAGE USE @ TYPE B LVL 4 , D BEAM LOCATIONS.
DESCRIPTION 5" BEAM (HMH#50140) DESCRIPTION 4-1/2" BEAM (HMH#44160) SHEET NO.
MATERIAL 14 GAGE MATERIAL 16 GAGE SED 1 OF 1
STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI DESCRIPTION PIPE BRACKET DESCRIPTION STORAGE RACK ELEVATIONS