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(2)ANCHORS REQ'D PER BASE PLATE FOR 2A&2B
(4) ANCHORS REQ'D PER BASE PLATE FOR 2C
2A BASE PLATE 2B BASE PLATE 2C BASE PLATE
O-A TYPICAL BRACE TO COLUMN CONNECTION 1A COLUMN 1 B COLUMN 1 C BACKER 1 D COLUMN 1 E BACKER 3 ANCHOR 4A HORIZONTAL BRACE
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138" 180" 138" 138' 138' 138' 138'
5B � aaaa
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NO LOAD _ 5A
5C
500# 4
6 84" 6011 1,000# 3 5C 5C 61011 SEIZMIC
if 5C 5E 500# 5C 1
41,800# 1,800# 2 3 EST. 1985
2,500# 4,000# 1,000#
3 500# 2,000# SEIZMIC
ENGINEERING, INC.
6 ' 6 4 „ 3 " 6 7 " 6 GENERAL CONFIGURATION 161 Atlantic Street
1,000# 500# Pomona, California
84 84 1,800# 91768
3' 84" Tel.(909)869-0989
5D 4 if 500# 1,800# NOTES: Fax(909)869-0981
6 4,000# , 6 1,000# 6 " 1. DESIGNED PER THE 2014 OSSC.
3 6" 2,500# 3 6 336 3 6' 3 6 336 3� 336" 6 3 6' „
' 3 6" 2000.# DRAWN BY: P.O./T.K.
500# 6 3 6 Fa = 1.11 & Ss = 0.98
4 " 5A DATE: 10/28/15
1,800# 2
3 1 3.ASTM A570 FOR SHAPE F,800# 500# 2.STORAGE CAPACITY: SEE ELEVATIONS.
84" 1,000# 500#
y = 55,000 PSI GRADE 55. LAST REV.BY: A.N./T.K.
23116 " 6 3 6 500# 6 4.ALL BOLTS: A307 (UNLESS OTHERWISE NOTED). REV.DATE: 12/17/15
4 if500# _—__ 5.ANCHORS: IHILTI KWIK BOLT TZ, ICC#ESR-1917. TYPE: SPD
1 4" SP cll VS ECTI EQUIRE 2 500# 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE SCALE: N.T.S.
2,500# 1 8" BACKER 1,000# 3 „ 1,800# State&C d® ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN
4 " 44" 111 �500# „,„M...�. 2 APRV'D BY: SALE.FATEEN
500# 4 HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN
96" 3 " CO re o rslorcin Steel CATEGORY"D", "E" OR"F". (SECTION 1705.11.7)
84' BACKER 1,000# g 2 ' ED PROF
500# 84" 84" 500# 1 7. CONCRETE: 4"THICK x 3,500 PSI. � FSS
In a!l in Concrete
4 8.SOIL BEARING PRESSURE: 1,000 PSF.
4 " 4 " 4 " 3 'I 500# Spec ial om nt-Resisting Concrete Frame 2 11 500# i CITY OF'TIGARDJ 4 All 1 4 e
FRONT VIEW SIDE VIEW 2B FRONT VIEW SIDE VIEW49
2C [3 Structural Welding FRONT VIEW FRONT VIEW FRONT VIEW ❑ Reinforcing Steel&Pr�ggt5 el Tendons FRONT VIEW SIDE VIEW 2A REVIEWED FOR CO E COMPLIANCE
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❑ Structural Masonry Ad&essl, _ EXPIRES L �
12-31-2017 41:\1❑ Reinforced Gypsum Concrete Suite •
❑ Insulating Concrete Fill By. Date: l DESCRIPTION:
❑ SPrayRpplied Fre-Resistive Materials ` ///r/ STORAGE
i [ K
E3 i�ilirsgs,Drz.i„a d Piers and Caissons � RACK
E3shotcrete OFFICE COPY DETAILS
❑ Specht Grad , Excavation and Filling
❑ a??193i3sL�1iiJ;#ie31;'::S?� 3iS
Other inS DRAWING NUMBER:
STORAGE RACK ELEVATIONS peclt`ar,a
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1PE11111 SE11ZMIC
STORAGE I C - SE,zM� C
ENGINEERING, INC.
161 Atlantic Street
Pomona, California
91768
Phone (630)293-8610 - Fax(630)293-8612 Tel.(909)869-0989
391 Charles Court -West Chicago, IL 60185 Fax(909)869-0981
DRAWN BY: P.O./T.K.
Project Description: PRELIMINARY LAYOUT DATE: 10/28/15
LAST REV.BY:
Date: 10.9.15 Sheet Number: 1 REV.DATE:
TYPE:
Drawn by: ARD [Drawing : TOR1015 SCALE: N.T.S.
APRV'D BY: SALE.FATEEN
MEDLINE QED PROFFS
TIGARD, OR �� ��G►NFF�s�o�9
e 16243
Notice of Confidential information:
This drawing in design and concept is the property of Apex Storage GON
Inc.and shall not be reproduced without written permission,nor used for s 01,
any purpose detrimental to the interests of Apex.
q F
E. FA��
G EXPIRES
F 12-31-2017
E DESCRIPTION:
D
C
B LAYOUT
A
Revision: Description: Date:
DRAWING NUMBER:
15-1833-B
• REVISIONS •
PREAID SET Q POST BID SET
ISSUE DATE ISSUE DATE g
DATE DESCRIPTION
JAI
NOV 4 ?nlq
CITY 0FTAym(b
]BUILDING mvISION
Medline will be located
in Building A only.
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CRITERIA
ISSUE DATE:
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
HPS-1
REVISIONS
PRE-BID SETPOST BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION-
• •
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CRITERIA
ISSUE DATE:2015
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
HPS-2
REVISIONS
PRE-BID SET POST BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION
ELEVATION A3 ELEVATION TUNNEL ELEVATION B ELEVATION C ELEVATION F
326 320 N 320 WIREDECK (3) 32Vazo _
�a 500 LBS PER LEVEL
- CROSSBARS (6)
BRACE BEAM NO LOADS ALLOWED a m ^
NO 1500LBS PER LEVEL
II -- --------------------_. n WIREDECK (3)
N iv 500 LBS PER LEVEL CROSSBARS (6) \w • •
3000LBS PER LEVEL a m
CROSSBARS (6) m 6
S CROSSBAR ( ) m o r-
a r n WIREDECK (3) m '
1500LBS PER LEVEL
3000LBS PER LEVEL `v -- --'- -
,---._.-.- m 500 LBS PER LEVEL �
!7232 232 N - 7232 n WIREDECK (3) N 232 N s 23 N
CROSSBARS 8 CROSSBARS (6) m CROSSBARS (6) "' r
w ( ) 500 LBS PER LEVEL �a
400oLBS PER LEVEL a
m 1500LBS PER LEVEL al U
� 3000LBS PER LEVEL f
w w o WIREDECK (3) w ............ ..---..
500 LBS PER LEVEL a N
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CROSSBARS (6) CROSSBARS (6) w
4000LBS PER LEVEL 45" 45" 45" 0 m nWIREDECK 7
0 15OOLBS PERLEVEL o ( ) o 1
E WMD WMD WMD 500 LBS PER LEVEL � Oa o o
01 CROSSBARS (6)
o 3000LBS PER LEVEL
WIREDE K
Lo
m (4) CROSSBARS (6)
WIREDECK (3)a 4000LSERm M 500LBS PER LEVEL cu U^
LEVEL (�
Z
1500LBS PER LEVEL
N� 116 m 116'
fle WIREDECK (3)tis ' a0a.
0 N s "V7t5 1
N ' •
500 LBS PER LEVEL m a
CROSSBARS (6) m v CROSSBARS (6) \m `� CROSSBARS (6) m O r.
N 4000LBcn
S PER LEVEL < 1500LBS PER LEVEL 3000LBS PER LEVEL `� m
___ _.-- - .-_.. n WIREDECK (3) ---
500 LBS PER LEVEL 1 C co O
N a -w Q OLo
CROSSBARS (6) a m n WIREDECK (3) ^x (•t) c:t500LBS PER LEVEL 500 LBS PER LEVEL `< W Q Co a)
l O N N
N M WIREDECK (3)0! 1
500 LBS PER LEVEL 12" tz' ^,W >✓ 4
SEE SEE SEE SEE SEE N - � 0
L:!:s
PLANT 42' 42' PLAN 42' 42' PLANT 42Im 45 45 45 42" PLAN 42 42' PLANT 42 ((� 1
WMD WMD WMD ' QCLEAR EE PLAN 180"CLEAR I SEE PLAN 138"CLEAR SEE PLAN 138'CLEAR SEE PLAN 96'&138" CLEAR SEE PLAN O E
O N (y)
C-0 = ?
FRONT VIEW END VIEW FRONT VIEW END VIEW FRONT VIEW END VIEW FRONT VIEW END VIEW FRONT VIEW END VIEW 1-- N �—
SELECTIVE RACK BACK TO BACK SELECTIVE RACK BACK TO BACK SELECTIVE RACK BACK TO BACK SELECTIVE RACK BACK TO BACK SELECTIVE RACK BACK TO BACK
NOTE:BOTTOM 2 BEAM LEVELS HAVE THICKER BEAMS NOTE:WIRE DECKS FIRST LEVEL, CROSS BARS NOTE:WIREDECK AND VERTICAL BACK STOPS ALL NOTE:ONLY 4 CROSSBARS PER LEVEL ON 96" BAYS r^
AND ARE GRAY IN COLOR REMAINDER LEVELS. NO LOADS ALLOWED ON LEVELS.
TOP LEVEL
THE BEAMS USED FOR ELEVATION C WILL BE A
LIGHTER CAPACITY BEAM AND PAINTED WHITE.
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ELEVATION G ELEVATION H
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320• 320 It11
95 3/8*CLEAR 468 3/4-SHELVING 95 7 CLEARU)
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CROSSBARS (6) mui
3000LBS PER LEVEL `rt^ w " - - " "
CROSSBARS (6)
3000LBS PER LEVEL m-v� 0
232 _-- - � 232
Ld m O
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3000LBS PER LEVEL Q 00
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o O 3000LBS PER LEVEL
aO W fV O La " _ EL 230"
m �Iw m WIREDECK (3)
CROSSBARS E Q
(D � d-m LL (V 500 LBS PER LEVEL
M o 3000LBS PER LEVEL � O / .
o - 7Z (0 WIREDECK (3) -
ns O 04 500 LBS PER LEVEL Its
OD
`� CROSSBARS (6) \m �p WIREDECK (3)
d m CV 500 LBS PER LEVEL _ _ I ■
3000LBS PER LEVEL DD V
tV " AX. AD E(F ro M � � �
(O WIREDECK (3) 1 Les 1YP n m - 4 s.
N 500 LBS PER LEVEL (TOP OF IST DECK LEVEL)EL 144 3/4' A -M
to
co WIREDECK (3) 5TANIttNG - 000
- 04 500 LBS PER LEVEL X110 PSF MAX.
PRODUCT LOAD m
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12' L`1 500 LBS PER LEVEL t2' m
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42" PLAN 42 45" 45" 45" 42"I SEE hSEE
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96" & 138" CLEAR SEE PLAN 138" CLEAR SEE PLAN Q
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FRONT VIEW END VIEW END VIEW /X.
AD
SELECTIVE RACK BACK TO BACK BACK TO BACKFRONT VIEW
FREE-STANDING
NOTE:ONLY 4 CROSSBARS PER LEVEL ON 96" BAYS SELECTIVE RACK � BIN SHELVING
DT PRO
PST MAIL
NOTE:WIREDECK AND VERTICAL BACK STOPS ON g (BY OTiERSAO
FIRST (6) LEVELS w
m 95 3/8-CLEAR 468 31e SHELVING 95 710'8'CLEAR
THE BEAMS USED FOR THE BOTTOM (6)
LEVELS WILL BE A LIGHTER CAPACITY BEAM
AND PAINTED WHITE.
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CRITERIA
ISSUE DATE:2015
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
FOR REFERENCE ONLY HPS- 3
SCALE NTS
REVISIONS
0 PRF-SID SET A POST BID SET
ISSUE ISSUE DATE
DATE «JEDESCRIPTION
APPLICABLE CODES AND STANDARDS
1 . International Building Code, 2013 Edition as Adopted by the State of Oregon
2. International Fire Code, 2013 Edition as Adopted by the State of Oregon
3. NFPA 13, 2013 Edition
DESCRIPTION OF WORK N
V_
Townzen & Associates, Inc has prepared this high-piled storage submittal for Medline Industries, Inc for submittal to the Tualatin Valley Fire & Rescue 0 'r-
N
for review and approval based on adopted code requirements of the city. 3: U4.) q0
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BUILDING/OCCUPANCY
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The building is classified as a warehouse (S-1 ) occupancy in accordance with the IBC. The storage height is 25 feet with a ceiling height of 30 feet and is °� o � N N
notpublic accessible. The buildingis fullys rinklered with the warehouse areaprotected by an ESFR s rinkler s stem designed toprovide a minimum � �� P p Y ca i
to
pressure of 35 PSI flowing 12 sprinklers, using ESFR -17, K16.8 pendent sprinkler heads. There is a monitored fire alarm system within the building. o3r. c>N
COMMODITY NOTES
The will be used for the storage of the following commodity classifications:
1 . Class 1-IV commodities
2. Group "A" Plastics •
3. None of the commodities are banded. or encapsulated and are stored throughout the facility. z
4. Each pallet has 64 cubic feet of volume _
5. All storage is in racks, there is no pile storage. U)
Medline will store more than a dozen major medical product categories, including exam gloves, textiles, durable medical equipment, plastic patient w
utensils, skin care, disposable incontinence care, OR kits, protective apparel, gauze, packs and gowns, bathing systems, surgical trays and advanced
wound care. Because of the large amount of plastics in the storage, the overall commodity classification will be defines as Group "A" unexpanded �— O
plastics (high hazard commodity).
6. Storage will be in cardboard boxes on standard wooden pallets in double row racks without solid shelves up to a maximum of 25 feet. Aisles between
each rack are a minimum of 8 feet in width and all racks will have the required flu spaces as required in the IFC. The size of each storage array is Q
indicated on the rack section plan on sheet HPS-4. z 0
7. The total amount of high pile storage is approx. 65,500square feet. The building is 82,430 square feet. z F—
SMOKE AND HEAT REMOVAL J
There are no smoke vents in the building, as this is allowed with ESFR protection. w
ACCESS NOTES
Fire department access is provided, with access roadways extending to within 150 feet of all portions of the exterior walls in accordance with IFC. There
are access doors provided within each 100 lineal feet of the east and west exterior walls as required by the IFC.
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ISSUE DRlE1015
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
FOR REFERENCE ONLY HPS- 5
• • •
REVISIONS
PRE-BIDS
ET POST BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION
■
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LOCATION: 8100 SV HUNZIKER RD. & SW WALL
STATIC: 106 PSI y(1)RESIDUAL: 102 PSI
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PRINKLERS:
DESIGN DENSITY:
35 PSI
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COP NG /! ! COUPLING
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7-10 7-7 REQUIRED FLOW: 1246.0G
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! 8-09.5 1-B 94 -1 11-1 .10 11-1 -8 111 4-6 6-7 11-1 34 1 7-9 I -4! PRESSURE REQUIRED: 84.8 PS1
Ha IQB.O.D..OD.=29,3 B.Q.D.=29'-3"
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M_ B.O =26-5" ALL SOLIDLINES NEW B.O.B.= M#2
02 B.O.j. 26'•10' B4O.J.-26'-0TOTAL FLOW @ SOURCE
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2 z 2 AREA OF DISCHARGE: 1,180 Q. FTui
NREQUIRED FLOW: 1254.5 G.P.M.
PRESSURE REQUIRED:22 z I 94.5 PS
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CRITERIA
ISSUE DATE:
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
••
DRAWING NUMBER:
FOR REFERENCE ONLY � ��-�
SCALE NTS
0 • •