20178-MalloryPaint_Dwg-seal 05-07-20MATERIAL SPECIFICATIONS
LoziER SHELVING
A) TYPICAL SHELVING POST: Fyz 55.0 KSI MIN. (ASTM A&O-I) (E=2qx 10(, PSI)
5) TYPICAL SHELVING 5EAM: Fy z 10.0 KSI MIN. (ASTM A60-1) (E z 2q x 106 PSI)
C) TYPICAL SHELF:- Fyn 45.0 KSI MIN. (ASTM A&0'V (E=2qxIO6PSI)
0) TYPICAL SHELF 5ASE: Fyn 45.0 KSI MIN. (ASTM A366) (E z 241 x 10(, psi)
11 GA. CHANNEL
E) TYPICAL SHELF ARM IBRACKET: Fyn *10.0 KSI MIN.
(TL-STYLE) (11 GA.)
F) TYPICAL SHELF IBASE 5RACKET: Fyn '10.0 KSI MIN.
G) WIDE SPAN RACK POST: Fyn 45.0 KSI MIN. (ASTM 5-10, GR. 50)
H) WIDE SPAN RACK 5EAM: Fyn 45.0 KSI MIN. (ASTM 5-10, GR. r2d))
1) WIDE SPAN RACK SHELF: Fyz 45.0 KS I
J) WIDE SPAN RACK 15ASE PLATE: Fyx 30.0 KSI
12 GA.
K) SHELVING 5ASE PLATES- Fyn 30,000 psi
12 GA.
0 0 Fyn Bapoo psi
12 GA
0 0 Fyz 30,000 PSI
EXISTING SLA5
A) 4" THICK CONCRETE
Fk,-- 3,000 PSI MIN.
ALLOWAIBLE SOIL 15EARING 500 PSF
IV. CONNECTION MATERIAL
A) i/A" t sha" 0 HILTI HUS EZ SCREW ANCHORS
SAE J403 GRADE 10521
GENERAL NaTES:
I. ALL STEEL STORAGE SHELVING WAS 5EEN DESIGNED AND SHALL IBE
INSTALLED PER THE 2015 INTERNATIONAL 5UILDIW3 CODE AND THE
MANUFACTURERS RECOMMENDATIONS.
2. DESIGN 5ASED ON 4" TI-K SLA5-ON-GRADE IN SALES AREA AND IBACK
ROOM AREA, 50TH WIT14 3,000 PSI COMPRESSIVE STRENGTH AND
ALLOWA15LE SOIL IBEARING PRESSURE OF 500 PSF.
3. ALL 5OLTS A301 OR 5ETTER.
4. ALL WELDING PERFOR"ED IN THE SHOP OF AN APPROVED FA15RICATOR
5Y AWS CERTIFIED WELDERS USING ElOXX ELECTRODE OR 15ETTER. NO
FIELD WELDING IS REQUIRED.
rp. FOR FRAME Al, SHELVING AND RACKS SHALL 14AVE A MINIMUM OF: 40'
CLEARANCE FROM ALL EXISTING WALLS AND COLUMNS TYPICAL.
ASCE 1-10 SEC. 15B.3.4.
ro. FOR FRAME 51, SHELVING AND RACKS SHALL WAVE A MINIMUM OF 12"
CLEARANCE FROM ALL EXISTING WALLS AND COLUMNS TYPICAL-
ASCE 1-10 SEC. IDBZ.4.
1. ALL FRAMES, SHALL HAVE A MAXIMUM TOP TO 50TTOM OUT-OF-PLUM5
RATIO OF: 1/2" PER 10 FT OF RACK HEIGHT.
TYPICAL SHELVING TYPES ANCHOR HOLD DOWN SCHEDULE
FRAME
M"
ryrE
DESCRIPTION/01MENSIONS
MARFACTURER.
ANCHOR OTY
ANCHOR ISOLT SIZE
INSTALLATION TORQUE
F'RX-E Al
GONDOLA
25"Wx48"Lxq&"W WALL
LOZIER
(2)
1/4n 0 WILTI WUS EZ
18 FT. L5&
FRAME All SIM
GONDOLA SIM
22"Wx4&"Lxq&"H WALL
LOVER
(2)
1/4" 0 WILTI WUS EZ
18 FT. LB&
FRAME 51
WIDE SPAN
42"Wxq&"Lxl20"W WALL
LOZIER
(2)
3/an 0 WILTI WUS EZ
40 FT. L55.
DESIGN LOADS:
FRAME All: DL= 3.0 PSF/SWELF
LL= 15.0 PSF/SWELF
FRAME 51: DL= 3.0 PSF/SWELF
LL= 400 P`SF/SHELF (TOP TWO SHELF)
LLw 600 PSF/SHELF (15OTTOM TWO SWELF)
_0 V M_fOAM I P A
I SEISMIC-.
FIXTURE REFERENCE PLAN
SCALE= NTS
WASWINGTON STATE allll-OlWa CODE
BASED ON 2015 9qrERNATIONAL 15UILDINGS CODE
ASCE-1-10
fRflI ANSIA*114 *J
L2611
0.492
SIM
a 0.841
a 0.49D
SEISMIC 1IMPORTANCE FACTOR
M
RISK CATEGORY
SEISMIC SITE CLASS
SEISMIC DESIGN CATEGORY
D
RESPONSE MODFICATION FACTOR (R)
-4
SEISMIC RESPONSE CDEFFICIENT (CS)
wO.32
SHEET INDEX
SWEET NUM15ER
F
ION
614EET DESCRIPTION
c-A41
GENERAL NOTES 4
FIXTURE LAYOUT PLAN
81
SWELVING DETAILS
SCOPE OF WORK__
CONTRACTOR SWALL INSTALL NEW LOZIER
GONDOLA AND WIDE SPAN RACK PER �
T14E ENCLOSED LAYOUT, DP.AWING5 AND
SPECIFICATIONS. RACK SMALL 5E ANCHORED IN
ACCORDANCE WIT14 PLANS AND CAPACITY
SIGNS INSTALLED. THIS WORK SCOPE INCLUDES
ALL FIXTURES GREATER T14AN WWIC44 AM
EXEMPT PER 15C k;S-2J3_
SPECIAL INSPECTION:
SPECIAL INSPECTION 15 REGUIRED DURING THE
ANC44ORAGE OF STORAGE RACKS 8 FEET OR
GREATER IN HEIC44T IN STRIJCTURES ASSIGNED
TO SEISMIC DESIGN CATEGORY D, E .4 F.
(2015 INTERNATIONAL 15UILDNG CODE, 1105JI2.1
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A �lt H z
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JOE P. HN.I., P.E.9 INC.
CONSULTING STRUCTURAL ENGINEERING
1801 N. Hampton Rd.
Suits 440. DeSoto, Texas 75115
(972) 283-5111
FAX (972) 283-5113
Jph, P.E. Job No. 20178
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LOZlr=R GONDOLA SHELVING E)ETAILS:
(FRAME Al) 401 MIN.
I vr vr
LVL 5 5ASE 5RACKET
AND 5ASE DECK
UPRIGWT
LVL 4
STEEL 12 WOOK
ANCHOR le
LVL 3
SHELF DETAIL C
LVL 2 TYPICAL 5ASE 5RACKET NOTE: FOR ALLOWA15LE
TO UPRITE CONNECTION SWELF LOADING, REFER
RE; DETAIL 'C' TO DESIGN LOAD$ ON
i LVL I 5ASE 5RACKETMECK SWEET GN-I.
_vL 1(9—
RE: ANCHOR P_ DETAIL I ON
THIS SWEET FOR ATTAC14MENT
'75ASE 7 TO EXISTING CONCRETE SLA5
WIDTH
TYP. SHELF TYP. UPRITE
(FRAMES AV (FRAMES AV
MATERIAL PROPERTIES: SHELF WIDTH PROPERTIES: -4-
Ry(15RACKET) - 10,000 PSI MIN. r-y(STEEL) - 55,000 PSI 0
Kr(SWELF) - 45,000 PSI MIN. 20 GA. STEEL (SWELF) AREA - 0.15-1 IN2 0
A A
0 SXU Of030 IN3
Sym 0250 IN3 0
4 0
Ix 0 0.61-1 IN 4
,-A 4�
C 11 GA. STEEL (15RACKET) lyn 0.231 IN 0
TYP. 5ASE 5RACKET/QECK RXw 1.0341 IN -La
(FRAME AV Ryw 0.560 IN 1231"
11 GA - WOOK C.R. STL. SWEET,
SAE 01022, FULL HARD TEMPER,
r
101,000 PSI MIN. TENSILE STRENGTH
Fy a 10.0 KSI MIN. (2 CLIPS EACH END)
3/4
50TTOM BASE CHANNEL
ASTM A366 STEEL
% 41 f% ASTM A&O1 co
15EARING CR STEEL d)
AREA C14
C>
r
0 cn
ir
o 0
ASTM A10
T TENSION J L WR STEEL
AREA SECTION 5- SECTION A-
TYPICAL ADHESIVE LOADING PLACARDS
MAXIMUM PERMISSIBLE LOADS:
(FRAME A0
625 L55. 125 L55.
MAX SHELVING LOAD MAX LOAD PER LEVEL
WARNING:
'46 ABOVE G4WAr_rrW AWE BASM ON �M, UNMANACAED COMPONO",
PAMAW MM:O KAM CAPACITIE& WPAHR OR MMAM PAMACIND COMVMM
MAXIMUM PERMISSIBLE LOADS:
(FRAME 11311)
2000 L58. 400 L55.
MAX SHELVING LOAD MAX LOAD PER LEVEL
TWO 5OTT. LEVEL: 600 L55
WARNING:
n* A001A CAPACMIM AM M48M ON �W, tPI'MUC-AED OOMPOAMS,
PAMAW M=26 KAM CAPAWIM INEPAR OR FSPLAM VAl'WAP CAMOMOM
NOTE:
ALL RACK INSTALLATION SHOULE) rDISPLAY
IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT PLAQUE ANr,> EACH PLAQUE
SHALL HAVE AN AREA OF NOT LESS THAN
50 SQUARE INCHES. SECTION 1.42 OF RMI I
w1gE sf=AN RACK rDETAILS:
(FIRAME 51)
Fx(4)
FX(3)
SIDE
Fx(2) 5RAc
(TYP.
=TAIL �@
Fx(l)
cv0" (81-011)
TYF, FRONT PROFILE OF FRAME 115111
42" (V-6")
TYF, END PROFILE OF FRAME 115111
0 WIDE5FAN DETAILS: FRAMES
51
WIDESPAN UPRITE
TYPICAL 5EAM TO
HORIZONTAL 4
WIDESPAN 5EAM DETAIL
COLUMN
CONNECTION
DIAGONAL
5RACE
MATERIAL
Vp2rp
12 GA. HOOK SEE
14 GA. POST MATERIAL
5EAM
HOOK PETAIL
SPECIFICATIONS: 140T ROLLED
SEE DTL
------------------------------
ASTKA510 GR 45 OR EQUIVALENT
TWICI<NESS: .0120 MINIMUM
44
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L.A
3
SPEC: IF ICATIONS:
3/4" x 1 11/32 " x 20 GA. WALL
ICE
STEEL TU5W-s
g
JOINTS
cli
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CD
co
UPRITE
U
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=
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SEC:TION A -A
12 GA. 140T ROLLED STEEL
fro GA 140T ROLLED STEEL
SIQE OF FRONT OF
WSLA GRADE 50 PER ASTM
ASTM A&01 GR 45, CLASS 2,
SPECIFICATION A115 50)000 11=61
OR SAE J 13412 045X
P05T ROST
MINIMUM YIELD STRENG-5TH,
45,000 PS11 MINM31 YIELD
1/4"0 HILTI HUS-EZ I
INSTALLATION TORQUE I TMT 1 16 FT. L55F
*REFERENCE ESR-3021
3/a"O HILTI HUS-EZ I
I INSTALLATION TORQUE IT"T 1 40 FT. L58F I
*REFERENCE ESR-3021
SHELVING DETAILS
F@
MATERIAL: ,
12 GA AS1" A366 CCIMMERC
QUAL11Y CIALVANIZED SWEET OR
12 GA, 140T RX)LLED CAOMMERCIAL
ITY SWIIEET PlC3<LED AND OILED
TYPICAL ANCA40R PLATE
12 GA x 3" x 1 16,2" TYP.
11)7 TWO (2) 3/8n IDIA HOLES
NOTE:
L USE TWO (2) 1/4' DIA. 14US-EZ ANC44ORS WIT14
2 1/20 OF NOMINAL EM13EDMENT PER AW44OR
PLATE (MINDIUM OF TWO (2) AW44OR PLATES
PER EASE 5FLACKET TYPICAL - SEE A50VE).
ICC EVALLL4TION REPORT 4ESR-3021.
5 8
11=ECLAL INSPECTION 16 REQUIRM.
ANC14OR PLATE PETAIL AT FRAMES All
SCALE: N�T.5.
A A zA
'-A
A A
FRAME A]
A— —A —A
A" 'A �A —A
FRAME 51
ANCWOR LAYOUT
MAIERIAL:
12 CIA. ASTM A369P C471"MIIRZIAL
QUALITY CzALVANIZED SWEET OR
12 GA 140T ROLLED COMMERCIAL
QUALITY Sl-EET PICKLED AND OILED
DIAK, F-1
TYP T-11P 2
(2) 1
LS
P T112i"
An w Ri a
k SQUARE
+ I IMF
2411 REF��J
NOTE:
1. USE TWO (2) 3/8" DIA WUS-EZ ANC44ORS WIT14 2 L12"
OF NOMNAL PER ANCHOR PLATE
(MIN"JIll OF ONE (1) ANC44OR PLATE PER COLUMN
TYPICAL) ICC EVALUATION REPORT 9=-SR-3021-
SPECIAL INSPECTION IS REQUIRED.
2. USE 51VP 40 CARRIAGE ESOLT TO ATTACH TO
WIlDE SPAN UlI=`RlTF_ I
5ASE PI -ATE DETAIL FOR FRAMES 51
-,ALE: N.T.S.
P.
.4
4723
%
iph
JOE P. HILL, P.E.9 NC.
CONSULTING STRUCTURAL ENGINEERING
1801 N. Hampton Rd.
Suits 440, DeSoto, Texas 75115
(972) 283-5111
FAX (972) 283-5113
Jph, P.E. Job No. 20178
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