Plans (3) BUP2014- 001 85
'AUG 6 2014
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B ASTM A567-90B
1/4"0 RIVET 1 Z 1/ OR/ OF
ASTM A567-90B
"TT" TIE PLATE (2)-3/8"0 ANCHORS PER BASE PLATE (1)-3/8"O ANCHOR PER BASE PLATE "TDR" BEAM 'DREZ" BEAM
2" EMB., (SEE NOTE NO. 3) 2" EMB., (SEE NOTE NO. 3)
"APH " POST 1 BASE PLATE DETAIL 2 BEAM CONNECTION (2�, BEAM SECTION 4
#12 TEK SCREW
1/4"0 TEK SCREWS ; (2)-1/4"0 TEK SCREW
PER BRACKET
BAR GRATING PANEL
4 "J" BRACKET n n
— — —
CATWALK SUPP. TS-3"x2"x13 GA.
BEAMI JOIST r
1/4"0 ROD — — — — 60 ' 15 ' 72 15 ' 1$ 15
•� 1/8 TYP "J" BRACKET 5
1/8 2" t=1/8"
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8� BAR GRATING DETAIL i; TDR
J BRACKET CONNECTION
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ASTM A567-908
48" —�
AISLE TIE & RAILING 5 CATWALK BEAM & BAR GRATING DETAIL 6 12' -0" HIGH SHELVING SIDE VIEW
NOTES:
60" 60" 60" SPECIAL, 4N.� `E 1 ON fair Opti ®
15" 72" 15" 18" 15" 60" 15" 18" 15" 48" 18" "'
I N EL RAGE SHELVING AS SHOWN BY THESE DRAWINGS
THE
State of Oregon St i�turn l pts~C!e',Itj Cade OFDTHELOSSCTIONS 2014ARE EDITIIONCOANANDLIRMC S EIC FICATIONSQUIREMENTS
l.I
5 5 ntt Reinforcing Stec-'; 2—STEEL FOR ALL SHAPES FY=36 KSI. ASTM A570-85 GR.36 (EXCEPT AS NOTED)
1
� CnStec-'; 4–ALL ANCHORS HILTI KWIK BOLT–TZ ESR-1917
DRB DRB ORB DRB DRB DRB np
InstallrA in Concrete SPECIAL INSPECTION IS REQUIRED
TDR TDR TYP TYP TYP. TYP. TYP. TYP.
DRBZ SwagMoment-Resisting Concrete I=fsrne 4–CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
+ is 5 f 5 5 ReinforcingSteel&Prestressing Steel Tendons 5–STORAGE SHELVING CAPACITY:
1 DRBZ a,, b t�� 200 # / LEVEL AT TIRE STORAGE (TRK, PASS. & COM.) � !
M ( Structural FPe;ding 150 # / LEVEL AT PARTS STORAGE
50 PSF. CATWALK LIVE LOAD
� o"
htoghStrenchtSoEtng
TDR TDR o 6–SHELVING INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
00
as DRBZ structural Masonry A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
4f OF THE SHELVING (SEE NOTE NO. 5)
(i `�' sH Reinforced gypsum Concrete 7–STORAGE SHELVING SHALL BE INSTALLED WITH A MA>(ft Y'10ijtifjGI"M THE
� n. 9 VERTICAL OF I " IN 10'-0" OF HEIGHT
N DRBZ Insulatsn, Concrete Fill REVIEWED FOR CODE COMPLIANCE
Spray Applied ri f Resistive Materials
� +I Drilled Piers Approved:
6 c � Pkigs, vnlled , s and Caissons
6 0 OTC: C l
x
N N N M N Shotcret8 ,�j _. ►? .—
rn #� 0) 3 m DR Z °' 5 5
Permit!1 s
TDR 3 0 Special Grading,Excavation and Pilling Address;
0 Smoke-Control S;=sterns suite#:
3DRBZ
-H o) _ Other lnspectons By: Date.
DSC - 0 0, s.
vi 0
a) o r7 r
0
TDR DRBZ OFFICE COPY
0
N �
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LO RACK DESIGN AND ENGINEERING
2 M 2 ALL COLUMNS
' G NG
G TDR DRQ PRp 412 WEST BROADWAY, SUITE #2049 GLENDALE, CA. 91204
a
SCALE: NONE u
in V'—
U) � r DRAWN BY: ...?_S'
1$445PE
TRK. PASS. & COMM. PASS. & COMM. PASS. & COMM. PARTS DATE: 7-29-14
OREGON PROJECT: LES SCHWAB TIRE CENTER
y 1�N�p`� 9385 SW GREENBURG ROAD, TIGARD, OR 97223
TRK, PASS . & COMM . PASS . & COMM . PARTS SHLVING SIDE VIEW _ _ STORAGE SHELVING DETAILS JOB NO. SHEET1O3.
it I
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BOTH SIDE TYP. 05T Q
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TY
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(2)-1/2"0 ANCHORS PER BASE PLATE 7/16-0 RIVET I �
3" EMS., (SEE NOTE NO. 4) ASTM A576-908 � t=3j16"
BASE PLATE DETAIL (lj BRACE TO COLUMN CONN . 72, BEAM CONNECTION 3 UPPER LEVEL SHELVING POST CONN . 4
2'/2' 23/" 14 GA. DIAMOND
e PLATE A-36
' SL N N N
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TREAD TO STRINGER CONN. wil T/P• 0 of „
3 4 10 GA. END PLATE /4'0 OUT �� WT
ASTM A-569 1/ 1 Q 14 GA.
g TREAD 1 1/2” 1 1/2" 00� Q Q
12" CLEARAIL--\RR 30 3/4" CLEARr~ Q Q Q
o,
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BOL RAIL POSTS
X c 36" 1/400d� OUT
OTYP 3 801 m m
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i
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CLOSED RISERS STRINGER
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// RIGHT g LEFT BRACE RIGHT BRAC CENTER BRACE
STRINGER 156 1/2" 2-3/8"0 BOLT .— t 1" --o t=10 GA. e0 ib wizt=1/4" t--1/4" t=1/4"
1-1/2"0 ANCHOR �T &
36" WIDE STAIRS BOLT 3 1/2" EMB. BOTTOM BRACKET NUT
(SEE NOTE NO. 4)
STAIRS DETAIL 5 TIRE STOP DETAILS 6
NOTES:
60" 15" 72" 18" 18" 72" 15" 1–DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
60" 15" 60" 15" 18" 15" ,WT.,, TYP AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE OSSC 2014 EDITION AND RMI SPECIFICATIONS
3 PLACES 2–STEEL FOR ALL SHAPES FY=50 KSI. ASTM A570-85 GR.50 (EXCEPT AS NOTED)
DRB _ DRB DRB 3–ALL WELDED CONSTRUCTION IN
DRB DRB DRB DRB A SHOP OF AN APPROVED FABRICATOR
TDR TYP TYP. TYP. SHELVING TDR TYP TYP. TYP. TYP.' (E70XX ELECTRODES)
FOR DETAILS 4–ALL ANCHORS HILTI KWIK BOLT–TZ ESR-1917
-i SEE SHEET NO.1 RH @- -
10
SPECIAL INSPECTION IS REQUIRED
5–CONCRETE SLAB 5 THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
M 5 M YTYP 6– 50 PSF. CATWALK LIVE LOAD
to
00 t 00 TDR �P' TDR 0000 -�� 7–SHELVING INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
PO
.H 00 -H OF THE SHELVING (SEE NOTE NO. 6)
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2 TYP.r__ TDR , PSF - RACK DESIGN AND ENGINEERING
t ul. _ 41 1412 WEST BROADWAY, SUITE #204l GLENDALEj CA. 91204
s
1 18445PE r SCALE: NONE DRAWN BY: -4_S'4
DATE: 7-29-14
OREGON PROJECT. LES SCHWAB TIRE CENTER
�K14 1 Q`t� 9385 SW GREENBURG ROAD, TIGARD, OR 97223
FRONT VIEW SIDE VIEW PASS. & COMM .
SIDE VIEW STORAGE SHELVING DETAILS JOB NO. SHEET NO.
RD-17486 2 OF 3
20'-0" 20'-0" 20'-0" G QP�Q�(tiL'
48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" BAR GRATING PANEL
#12 TEK SCREW GFS
0 12"o.c.
W10 12 W 1 Ox 12 W10 12
p° o -
N X N N
ti
m
x to I I oI xl x
0 z I 48"
7 00
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W10x12 W1002 W10x12
TS 5"x5"x3/16" COLUMN
BAR GRATING
W/ 12"x12"x5/8 B.PL. TYP.
W/ #12 TEKS SCREW
RAM I N G PLAN 0 1 s"o.c. AT EVERY SUPPORT 12" 12"
1
#12 TEK SCREW �\ 1 1
BAR GRATING PANEL 0 12"o.c.
(2)-3/8"0 CARRAGE BOLTS
TS-5"x2"x 12 GA.
io AT 48" o.c. JOIST
00
w
0
11
o \\
f 3/16 TYP in
3/16 t=.105"
f
t=3/16-
RACKET
j SADDLE
84"
2"
ELEVATION DECK DITAIL JOIST
11/2"
1/2" 11/2"
1/2"0 H.S. WIZ BOLTS
& NUTS
W10x12
N
(
M I
I
1/2"0 H.S. WIZ BOLTS3
& NUTS TS 5 x5 x /16 W10x12
COLUMN
a. - .. F94CV
+ + s
> e^
= — 81/2"x 51/2"x 1/4
in „
PLATE
+ b.
TYP 1/4
TYP WT 5x9.5 TYP. T O A
1/4 4” LONG BEAM BEAM CONNECTION
12"
9 xf
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S�RE>N j j 1 —DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
e 1�� I U I Q I AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
O I 1/410 1 OF THE OSSC 2014 EDITION
I 1" 2" 1"1" 1 2—STEEL FOR ALL SHAPES FY=50 KSI. ASTM A-50 (EXCEPT AS NOTED)
12"x 12"x5/$" R. N I
3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN A SHOP
1.25" 2" 1 .25" 21/2" QP�E��ES J 00T N Q i OF AN APPROVED FABRICATOR (E70XX ELECTRODES)
X00 I Q I 4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR-1917
SPECIAL INSPECTION IS REQUIRED
w O Q g0-\G� 1 ® � Q I 5—CONCRETE SLAB 5" THICK 2500 PSI, SOIL BEARING CAPACITY 1000 PSF
„ r I ( (3p 0 $� 6—STORAGE PLATFORM CAPACITY 125 PSF
12" . LIVE LOAD
9 '` 7—PLATFORM INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
I
A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
7YP 1 " OF THE PLATFORM (125 PSF. LIVE LOAD)
O ( O /16 W10x12 i B W10x12 8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
1/4 TYP VERTICAL OF 1/2" IN 10'-0" OF HEIGHT
WT 5x9.5 i ( 9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
_ _ BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
N _ + 41/2"x41/2"x 1/4" I ( 1/2"0 H.S. WIZ BOLTS 7K 10—STORAGE PLATFORM AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY
GUSSET PL„ (I & NUTS 11—HOLE SIZE FOR CONNECTIONS TO BE BOLT DIAMETER PLUS 1/16 INCH.
O I L-5"x5 x3/8 1 f4 NP �. °' )K 12—BOLTS TO BE INSTALL SNUG TIGHT WITH FLAT WASHERS
4.5" WIDE I I
\_I
12"02"x5/8" R.
TS 5"x5"x3/16"
(4)-5/8"0 ANCHOR BOLTS PER BASE PL. COLUMN
3 1/2" EMB., (SEE NOTE NO. 4) PMACK DESIGN AND ENGINEERING
f F 412 WEST BROADWAY, SUITE #204 GLENDALE9 CA, 91204
18445PE 1/4"=1'-0" DRAWN BY: J`"/
BASE PLATE DETAIL BEAM CONNECTION DETAIL SHELVING POST CONNECTION TO BAR GRATING DATE: 7-29-14
OREGON PR° �`� LES SCHWAB TIRE CENTER
gyp, �Kt41 P� 9385 SW GREENBURG ROAD, TIGARD, OR 97223
STORAGE PLATFORM DETAIL IJOB NO. ISHEET N0.
RD-17486 1 3 OF 3