HomeMy WebLinkAboutAPPROVED A-2.0 121-20 sect - Details R1 layout070F
12'-0" UPRIGHT
TEARDROP '
AM. EVERY2'
BEAM C(
070F
12'-0" UPRIGHT
Q� 1
SAFETY LOCK
3 POINT
CONNECTION
)NNECTION DETAIL
(1) 1 /2"x 4 1 /4" SUP-R
STUD +/ ICC-ES ESR-3782 MDCPCA
BOLT ANCHOR PER BASE PLATE.
MIN. EMB= 3-3/4"
PULL OUT= 2450#
RACKS SrdALL HAVE CORNER
PROTECTION TO PREVENT
EC-HANICAL DAMAGE PER
,ANSI MH16.1 LOCATIONS
0TEQJN PLAN
6'' CONC.
SLAB MIN. UPRIGH T'ANCHOR DETAIL
A
RACK SPECIFICATIONS AND DETAILS
SCALE: NIA
UPRIGHTS: WELDED FRAME MODEL OF70 X 14 GA BRACED AT 48" CAP 23,000
BEAMS: TYPE 59E X 144" BEAM LOAD CAPACITY = 6,250 LBS / SHELF,
PROPOSED LOAD 2000 PER PALLET= 6000LBS OK
2 SHELVES = 12,500
ANCHORS: 1 /2"x 4 1 /4" SUP-R STUD +/ ICC-ES ESR-3782 MDCPCA
DIMENSIONS FOR PALLET AND LOAD ARE TYPICAL
TOP OF PRODUCT TO BE 12'-0"
PROVIDE FLOOR MOUNTED POST PROTECTOR "U" AT LOCATIONS SHOWN IN PLAN
ANCHORED W/ (4) 1 /2" 0 BOLTS (T0034139)
SELECTIVE PALLET RACK SYSTEM
TB
SCa�e: NIA
a
FRONT VIEW
TOP VIEW
45
SIDE VIEW
w
4m
FLOOR MOUNTED POST PROTECTOR "U"
DESCRIPTION: CoLukN PROTECTOR v s— e0 NAME BATE
11Er�urtnc
PART #: T0034147 NET FIEIGNT: 1 14.081 1b. DRAFTED: TP D4/12/Ei
APPROVED:
A
NOTES:
1, ,ALL PALLET RACK FRAMES ARE
TO EE ANCHORED USING ICC ES
ESR-1385 (1 )1! " x 4-V2" WEDGE
BOLT ANCHOR PER EASE PLATE,
2..AIVER,q E� BEAM LOAD PER
LEVEL 3,000 LE.
3. 6" THICK CONGETE SLAB
FLOORING.
.rcrrr N11-ra: T�CTAri
�r 21 x 4,1.J21
AhCKR PER BASE PLATE
MIND" LKKJ*EHT • 3-wil
PSILL 04F � �174A
THE SCOPE OF WORK SHALL BE LIMITED TO THE
RACK INSTALLATION.
PROPOSED NEW RACK LAYOUT. PROVIDE
ENGINEERED SHOP DRAWING FOR ARCHITECTS
APPROVAL INCLUSIVE OF CONNECTIONS TO
EXISTING CONCRETE SLAB.
MODIFICATIONS TO THE EXISTING FIRE SPRINKLER
SYSTEM IF ANY SHALL BE DONE BY OTHERS
UNDER A SEPARATE PERMIT.
ANY MODIFICATION TO THE EXISTING FIRE
SPRINKLER SYSTEM SHALL BE DONE BY A LICENCE
FIRE SPRINKLER CONTRACTOR INCLUSIVE OF
FLOW CALCULATION IF NECESSARY. PROVIDE
ENGINEERED SHOP DRAWINGS INCLUSIVE OF
DEVICES
12'-6" 7-8"
12'-0" 3' 3'-6" 8" 3-6'
01 1 TYP ELEVATIONS
A-2.0 SCALE: 3/8" = 1'-0"
02 FRAME ELEVATION
A-2.0 I SCALE: 3/8" = F-0"
RUBEN D
BOLANOS
Digitally signed by RUBEN D BOLANOS
DIN: c=US, o=RUBEN D BOLANOS ARCHITECTS,
ou=AO141 00000001 76FC8C3CC200012B29,
cn=RUBEN D BOLANOS
Date: 2021.04.23 09:55:13-04'00'
RUBEN D.BOLANOS
ARCHITECT AR95309
RDBARCHITECT(IaGMAIL.COM
REV.
DATE
DESCRIPTION
BY
00
12-07-2
TAKE -OFF
RB
00
12-23-20
SCHEM. REVIEW
RB
00
01-11-21
PERMIT
RB
1
04-23-21
"U" PROTECTORS
RB
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN, CONSTITUTE THE
UNPUBLISHED WORK AND PROPERTY
OF RUBEN D. BOLAF0S ARCHITECT,
AND MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF RUBEN D. BOLAF0S
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PR 9 5 3 0 9
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SEAL:
TITLE:
SECTION & DETAILS
134-20
COMMISSION:
DATE:
R.D.B. A-2.0
DRAWN:
R.D.B.
CHECKED: