HomeMy WebLinkAboutIA2026-000391 CE E I -I
fire Reviewe
DATE OF
R 00 'V 9 "' "2 '0�202'5 ISSUANCE:
[2 NC -RD4NCE`
011 U 1. LV #100
ND -T �IA B D
I L T
E Fi4C- p0w Cf" PERMIT #-
It DI NG PERMIT APPLICAT (L711J--(,'-FF10,N1C RBflEW
AM ADDRESS;
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6
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CITY/STATPI'VO: N. P1110NF NUMBE
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PROJECT VAX S00
,V E: VIRP, s 41NKLFMED? YES NO
WHAT TRAI)ES W]"Ll.
RE NEJ
KUMBING MECHANICAL
DESCIWFION
USE OF OU11,01,NG, 09
NAAM oFfici�sqvass'
.
Total Square roofgk�k uliopr roo(j, rotoit
q
W— , " btiltdifig 4*01be lnip=by a ke"Wit'd e1wra pq&=iQ, aco4oapce *I
o th
mlht alh'& 4,44a Abe buo'ding Ot part for a0w baildlapt
U ,he Ave WA to lov*,TCMZ% Depanvatut oMictoolng *ad ker,410164 tat ,tsdbd.
(Nei rolrod for I &I &
00" of' th T 0 9, tkb"�Os, gt)o�q� b�o�hceo cohdyeted for tkis:structure:ip Awcor4oace *i* their ex
'fu 4)04e- 11PNIOL11JONS, ADDITIONS AND OR ALTE 006"n Vo RATION 10 ('00%lid PWIAL AN,I) PVALI(", NO
I florrby� tit''t ;rirepolc; it, correct to the brA of my knowledge and allwork wW bt perdingto xbp dtKa*xzti,apptVV*4 by
"Oho ortxuoot and in compliance with the City Of Graitevine Ordinance regidifing construcflIt 1,0 anoterite6d that the'louxote ei,
44, root'does 069 grant or ratrize any violation of any code or ordinance of the City Of GrApevim,'I f-V)",iWi6ioki*6l;RSTAND
*14
A T: PtANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESStAfL11V k4jit
DESIGN PP.()j,-CSSI0NAJJOWNER IS RFSPOr4SIBLE MR OBTAINING SUCH APPROVAI. FROM"i,319 APPA61PAlArkSTATE'ANO
OR FFDERAI. AG)ENCY(S).
ME:, q3 SIGNATU
PPUNTNAs --
PRONE#: &Z'—stog EMAK:
13CHECK BOX IF PREnRREDTOBFCONTACTFIDBYE-MAIEL
By THE BUILDING INSPECTION taaE
Ato 1
S NO Front: I cttical
Left: Plumbin&
nipl. Buildiing Width: Rear: MechanW
Tra�ht: H
Load:
'cu C grease
Fee:
ite
ate: Building Pennit
ev ewroyal
Date: Plan Review Fee:
A _t,jj_ Date: Lot Drai e Fee:
,1.,ire DSpartment: stem , e: Sewer Availabilitv Rate:
c Wqrl�� Department:
Date: Water Ayaila�� Rate:
'J'6�—Ilth be' artment: . .. .....
Date: ToFee5
,pproved for fic'mifttal s: 5W9
:
Total Amount Due.: 363 M
LQ1 1, ainage Submitted: 'Approved:
.. ........ . ... A N R E V �',W i 0 211 Q'i 2 6
A DIP 91hWiAW INU"(617141MIM
From: Larry Gray
Sent: Wednesday, February 18, 2026 2:42 PM
To: '
Cc: Kelly Taft; Arnoldo Ramirez; Erica Marohnic; James Adams; Josh Mullen
Subject: RE: 26-000391; 801 Industrial # 200, Grapevine, TX (pallet racking)
IM
Thank you for your phone call.. Please disregard my previous emait. We are correcting the address for the project
to suite 100, and the tenant does have a C/O for that space. The other approved permit was for a clean room, not
paLLet racking. ALI is well and I apoLogize for the confusion. I wilL get your permit ready to issue by if tomorrow.
Larry Gray
Building Official
City of Grapevine
fi
200 S. Main St. Grapevine, TX 76051
p: 817 4103163
TSBIPE License # 1-3200
22MMUMM
Sent: Wednesday, February 18, 2026 2:04 PM
To:'joemangin@54intralogistics.com'<
Cc: Kelly Taft < ; Arnoldo Ramirez < ; Erica Marohnic
< ; James Adams < ; Josh Mullen
<
Subject: 26-000391; 801 Industrial # 200, Grapevine, TX (pallet racking)
Uarry Gray
Budding Offidal
20�0 S. Main St. Grapevhie, TX 76051
P. 81741031,63
TSBIPE License # 1-3200
PO Box 95104
7 99
ADDRESS
LEGAL
Heritage Business Park
Addn-Gv Bik 2 Lot 1 a
S
Joseph Mangin
Darr Equipment
(214) 500-8109
- Joseph Mangin
Darr Equipment
(214) 500-8109
OWNERS
• Prologis Usiv Subreit I
Lic
TENANTS
- Concordance
Healthcare Solutions
LLC
Building - Industrial
Alteration
Aw:
Project # 26-000391 v
Project Description: Install Pallet Rack "Concordance"
[ELECTRONIC REVIEW]
Issued on: 02/23/2026 at 8:49 AM
INSPECTIONS 2
1. Final Fire Dept Inspection 2. Building Final
—APPLICANT NAME (individual)
**APPLICANT PHONE NUMBER
APPLICANT E-MAIL
**NAME OF BUSINESS
VALUATION
Square Footage
Acreage
What is use of Building[Structure?
* CONSTRUCTION TYPE
* OCCUPANCY GROUP
DOCUMENTS - MISC 02
DOCUMENTS - MISC 03
* CONDITIONAL USE REQUIRED?
* ZONING DISTRICT
-9.4p
Joseph Mangin
2145008109
Concordance
19500
10912
1
Warehouse and Distribution
1113 - SPRINKLERED
B/S_1
26-0121-16 CONCORDANCE
HEALTHCARE SOLUTIONS FINALS.pdf
CONCORDANCE HEALTHCARE
SOLUTIONS CALCS.pdf
GrapevineAPP02062026.pdf
NO
LI
TOTAL PAID DUE
$363.00 $363-00 $363,00
$235.95 $235.95 $ 235.95
TOTALS $598.95 $598.95 $0.00
READ AND SIGN
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF
MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO
THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN
COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING
Page 1/2
MYGOV.us 26-000391, 02/2312026 at 8:49 AM Issued by: Amanda Robeson
• - • j - •ij A • - -
j '-• •( ` i' 'i i*' is `'
c
February 23, 2026
Signature Date
City of Grapevine Building- Industrial I ri n
Project # 26-000391 ;. q
°Aa
3�
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL IL I CODE.
FALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
NOTES
> 24 HOUR INSPECTION
ET (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 12:30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IL IN THISOFFICE.
Page 2/2
MYGOV.US 26-000391, 02/23/2026 at 8:49 AM Issued by: Amanda Robeson
RECEIVED:02/10/2026 ;s=,;;.=4:
26-000391 "CONCORDANCE" ' -
801 INDUSTRIAL BLVD #100
PALLET RACK
CONCORDANC,j,.
HEALTHCARE SOLUTION
CONCORDANCE HEALTHCARE SOLUTIONS
801 Industrial Blvd
Grapevine, TX 76051
GENERALNOTES
PROJECT INFORMATION
1. ALL WORK SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE.
PALLET RACKING STORAGE SYSTEM
2. BUILDING DIMSENSIONS ARE BASED ON CUSTOMER FLOOR PLANS. VERIFY ALL
10,912 SO FT HIGH PILED STORAGE AREA
DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. DO
NOT PROCEED WITH THE AFFECTED WORK CONDITIONS UNTIL THEY ARE RESOLVED.
3. THIS DESIGN MEETS OR EXCEEDS THE VERTICAL AND LATERAL FORCE
REQUIREMENTS OF THE ASCE 7-10 AND ALL REFERENCE MATERIAL.
ENGINEER OF RECORD
4. IF ANY CONSTRUCTION DETAILS ARE NOT CLEAR OR ARE NOT PROVIDED, THE
CONTRACTOR SHALL BE NOTIFIED, SO AS TO CLARIFY OR PROBIDE THOSE DETAILS.
STRUCTURAL ENGINEERING & DESIGN INC
5. ALL WORK SHALL COMPLY WITH ANSVRMI MH 16. 1-08 FOR THE DESIGN, TESTING,
1815 WRIGHT AVE, STE 200
AND UTILIZATION OF INDUSTRIAL STEEL STORAGE RACKS.
LA VERNE, CA, 91750
6, ALL VERTICAL DIMENSIONS SHOULD BE TAKEN FROM THE TOP OF SLAB,
7. THIS STRUCTURE IS TO BE ADDED TO AN EXISTING BUILDING. IT IS DESIGNED AS A
FREE STANDING STUCTURE AND IS NOT TIED TO THE BUILDING. OTHER MECHANICAL,
APPLICABLE CODES
ELECTRICAL, PLUMBING, AND FIRE SUPPRESSION SYSTEMS ARE TO BE PERMITTED
2024 INTERNATIONAL BUILDING CODE
SEPARATELY.
RACK MANUFACTURERS INSTITUTE MH 16.1
8. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS, CONSULT THE CONTRACTOR
ASCE 7-16
IF DIMENSIONS ARE NOT PROVIDED.
AISC 360-16
9. AS REQUIRED BY CODE, A PERMIT PLAQUE EACH NOT LESS THAN 50 SQUARE
AISI S100-16
INCHEST IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR AND
AC1318-19
LEGIBLE PRINT WILL BE DISPLAYED IN ONE OR MORE CONSPICOUS LOCATIONS AT THE
BUILDING DATA
DISCRESSION OF THE CITY INSPECTOR.
10, ANY FIELD CHANGES OR VARIANCES FROM SPECIFICATIONS OR DRAWINGS MUST
BLDG SO FT: 204,556
O FT: 204,556KLERED:
BE AUTHORIZED IN WRITING BY THE CONTRACTOR PRIOR TO IMPLEMENTATION.
FULLY ESFR
SUBCONTRACTOR ASSUMES COSTS ASSOCIATED WITH CORRECTIONS OR
CLEAR HEIGHT: 32'
MODIFICATION REQUIRED BECAUSE OF UNAUTHORIZED CHANGES.
OCCUPANCY: B/S-1
11. LIFE & SAFETY ISSUES (FIRE, OCCUPANCY, USAGE, LIGHTING, EGRESS, ECT) ARE
CONSTRUCTION TYPE: II-B [VERIFY]
SEPARATE
SLAB INFORMATION: THICK, 3000 PSI
12, FIRE EXTINGUISHERS ARE TO BE PROVIDED & INSTALLED BY TENANT.
ADDITIONAL NOTES
SCOPE OF WORK
ADDITIONAL CODES
INSTALLATION OF PRE -FABRICATED PALLET RACKING.
2024 INTERNATIONAL FIRE CODE
BAYS:
2024 NFPA 13
A-101
B-10
RACK MANUFACTURER
C-6
BULLDOG RACK COMPANY/INTERLAKE MECALUX
�y—p OFY X9sli
Al!
Enhao f*
Zhang :..............
''!l`iSSlOENS E��>�S
Vicinity Map
CONCORDANCE HEALTHCARE SOLUTIONS
P. :'W,:m! t!,11 Irving
Dallas
Fort Worth
Arlington
SHEETINDEX
PG PERMIT SET
1 I HP-1
Cover Sheet
2 HP-2
Layout
3 HP-3
Elevations
4 HP-4
Installation
5 HP-5
High Pile Report
Site Map
s
CONCORDANCE HEALTHCARE SOLUTIONS
M,dul,, 0 —
11 3'02 5'
BAY COUNTS
SYMBOL DESCRIPTION COUNT
SELECTIVE RACK TYPE A 101
CARTON FLOW RACK TYPE B 10 Layout
SELECTIVE RACK TYPE C 6 92 1/16"=V-0"
o
6 >
2 5
HP-2
ffl Faqir
Enha
Z h a
4
o
10f 0"
1060"
-
102 <si!'sE op r<1
:.J .
-
Enhao ''`'.••eze.
kaw�.4 30"-- _- _- 960"___-______---
a"vai5
Zh-g
42 0" -;
-
"a
3 0" -- - 96 0" -
o NS MAt 50o 15s iAAx
I-`--42.0"— �
.--d2 0"-
Sop lb. Mqx soo ms Max
NON -HIGH PILE STORAGE.
' Saaxe� ��AX 5a0x6s MAX 88 Q
- _ _
_-
--10'Z 9'
I ------- ------_---_
aa�.ao sr na aoraz
SW bs-MAX 5o5 Pos MAx 8801,
'
w
42 0" - - 42.0"
288 0"
a
I
24( 0"
24110"
!
240 0"
Ib'xd ub'olo'nbt
so b°, Dian so, b" mwx 88 0"
-',
-' 5001bs/level MAX''
88.0"
J c
M
5001bli.-IMAX
-------------------------------
1200"--— ' - -
i3O� _
- --
_
z
aO 3Ns` ' a3`
560�
,
SOO bs el MAX 16 0" 0.8, 2 0
I
56 0"
_
A
' saoso xbasoxr�nacx 5a0ao .abos MwAax 52 0^
--1
500
oa x orosx 52.0
w o°
I
1�30
p
Elevation A
Elevation B
Elevation A
HP-3
96"x42" SELECTIVE BAY
96"x96" CARTON FLOW BAY M
96"x42" SELECTIVE BAY
Pallet Storage
Case Storage
Pallet Storage,
Pallets_ /Bay:
8
Flow Levels/Bay: 5 ZD
Pallets/Bay:
8
z ='
Total Bays:
101
Total Bays: 10
Total Bays:
6
Total Pallet Positions:
808
Total Flow Levels 50
Total Pallet Positions:
48
0
Beams/Bay:
6
Beams/Bay: 14
Beams/Bay:
6
Total Beams:
606
Total Beams: 140
Total Beams:
36
Total Wire Decks:
606
Total Flow Lanes: 400
Total Wire Decks:
nH.;.,;
Total Uprights (BD TU-33):
108
Total Uprights (BD TU-33): 1I 22
Total Uprights (I/M 2.312):
Assumed Sprinkler Clearance:
>36"
Assumed Sprinkler Clearance: >36"
Assumed Sprinkler Clearance:
NOTE:
Elevations
F
, - o
° a
PLEASE REFERENCE CALCULATION
REPORT FOR ADDITIONAL DESIGN INFORMATION,
MAX ALLOWABLE LOADING,
MATERIAL PROPERTIES AND COMPONENT CONNECTIONS.
3/8"=l'-0"
- -
"
O
w=
v
><
Np
H
V�
N O•
II
r
O
10 N O m
O
to �
e
O M
^d................. t, 1FA. �' ,yam
Concordance Health Solutions
efti ✓F�.r2- FnSNi F.�
0 2020 DARR EQUIPMENT COMPANY, ALL RIGHTS RESERVED.
8011--1 61tl Grapevine Th 16051
This d—.gttlesign m the sole property of DARR EQUIPMENT
_t NTS
ts wmg or any repro ucboa [ reillweoee
I.,—y erpurpo..wIthowten P.m —.. adahoaonby
^A g
'"
���
PerRMIIAN12008
5 f,, th, DeTd
e
EQUIPMENTCOMPANY. ThsmNtle,bet ot hmdtltoIt.
catoesin
Util'-- of Steel Storage R.—
t _, -
meal-d- of or conveyance of, designs of, or engi—mg. This
10312025R0 0 J of S
mcipdes any and all drawings created by DARR is to be prohibdetl.
FI
HIGH PILE COMMENTARY:
S-1 STORAGE CLASSIFICATION
Tennant Suite Area: 204,556 SQFT
Storage Area: 10,912 SQFT
Ceiling Height: 32 FT
Max Storage Height: 322"
Sprinkler Type: ESFR
Heat and Smoke Vent: NOT REQUIRED [ESFR]
COMMODITY ANALYSIS:
1. Storage will be classified as Class I -IV commodities
with Group A unexpanded plastics. Commodities will contain
less than 7.5% by weight and less than 20% by volume of
Group A expanded plastics.
2. Commodities will be directly on wood pallets in wire
rack shelving and/or solid pile configurations.
Storage Arrangement
1. Materials will be stored in single and multiple row
pallet racking not to exceed 322" height.
• Racking will contain no solid shelves. A minimum of 6"
transverse/longitudinal flues will be maintained between
unit loads.
• A minimum clearance of 36" from the top of stored
materials to sprinkler deflectors will be maintained.
TO BE STORED:
SURGERY KITS INCLUDING GAUZE,
METAL SURGICAL IMPLEMENTS,
PPE. ANY PLASTICS ARE
UNEXPANDED AND CARTONED.
NOTE: HIGH PILE ANALYSIS IS OUTSIDE THE
SCOPE OF THE ENGINEER OF RECORD STAMP.
HIGH PILE ARRAY
EXAMPLE DESCRIPTION COUNT
HIGH PILE ARRAY 5
El
GENERAL RACK INFORMATION
NOTES
I IRIMI I TDAA ID A I . IL - I _ D
"'A"" 'T" 11
1-11ILL loan
I
COLUMN
I LI1,1I1L,111
TIP ,ELT
A " I A
TYP
t
HORIZ TOP,
I HILTI NIIIII-1 00—
COLUMN
BRACE SPACES BEAM
1
;�"IC E,�:E LLTIw IT — LA A—
TYS 1 1,-' t
LOI�IIFIFI I IF
111AIII-1-1 ULI LHL LLIll A, —I I ILLILVAID—
I. ITI I
I ITS.— I—AlPcrr oN sr aT R— CILI lI All—L 1111TA-1- A1.1 I.L. IIIALL Il INTALLIO
I III ",'I I I I I 111111— A 1. 1 1— 101 1111111 Ill IL—L I, I TOLL
7 - --------------
CONNECTOR
KIIII 11 UIL—IR 11111
lllllllT— TTAI-111 YAIGI
DIAG
= ,Alll
B RACE
uTtu opu Ptq ltitl
AGE
PLATE &
I LGO III
ITTELLI-1
ANCHOR
DI "' I = l "'L."A" I ALI L. II IL rI 111- 1 IH 1111 —1111.
I ......
NOTES
T 'A"A" A IIII IAR
USE AALL BULLDOG
..... 111 ALI 11
COLUMN/ BASE LOCATIONS TYP111111
DESCRIPTION
BASE PLATE T X 5"
DESCRIPTION COLUMN TU33
DESCRIPTION
BRACING HORIZ & DIAG
NOTES
NOT A DEPICTION OF THIS PROJECT
Z-
pLL II 11 TIIF ILCIII—I 111- 111 IIIIIA IIAI A MIN 11 is IF —DI III or LIT ITIIOI AID LIT
MATERIAL
316'THICK STEEL
MATERIAL 14GAGETHK
MATERIAL
�16GAGE
USEALL BULLDOG BRACE
@
IIIIOULL"I""LAI
STEEL YIELD
ASTM A36T FY=36'000 PSI
STEEL YIELD ASTM A570. F55BTo PSI
STEEL YIELD
ASTM A570, FV=55 000 PSI
LOCATIONS TYP
I"I'TI".
3
4
5
tl IT
I'll I. —I IIR III ILF
TYR
IFT�,IILA"T 1111 1"IT11 1L,%=LTI I I
LIT==111 ..... II�HIIIITIT I.T11111
LIA 1. 1.1
1 3
14" 1 "1 LILL LO TILL 1� LNER AFTI'=E ILN11IL LAIEII I R
L
1 3/4' 1"
RUP-1 11Y -MICIEIT TIlAT A LAMAIAL I TLIDGII I'l-11IT
ITIIIIIII-1 R111 1YI—IIA-1111 PROPFROPEganoNA,
2
15 8"
A PS To
1 ILA_ I..
Ell I —I
REOLI—Ell.
4-
OR BETTER
I 111ITAIL 1111 P-11,1 AIII RAIATI1111N, 1111 IPPI RITI -IlF1,UIOITI1 L-1111 rnR ITLIAII
DESIGN BY
OTHERS
TErns
I ILAIIIIALLAILLISTI 11111TAILID1111111 OUI 1PIRATI-1111TO
III PRIIIIII ILLAIILLLIIIo
T"T
2 110 61
PA =FL .. I I I
IT A"I. G 1. 1 1 All
SIT TYP. T8 I
—11.1-1-11NALLI .111OLIDIAH I.—S.
I E=E —A. -DI . . I LLIAUI Dulam
NOTES
... ......
=III
NOTES
NOTES
CONFIRM 0 A L OF ANCHORS WITH
IT III C A, I Al
I I AlIl 11111,1TI 11'T"I I TI TIN
1,
USE e TYPE B BEAM LOCATIONS IJ 0 N
S
USE -- TYPE A BEAM LOCATIONS
INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED
IAI �
A1,11
AR
1 =1. III, I Al_" I 'TI "" I_ PL 111-1.11DITITAII RAIIIUBNL� A111 IIPIRTIIII�
DESCRIPTION: 3 PIN CONNECTOR
L
DESCRIPTION 3 BEAM ISTEPBEAM)
DESCRIPTION I 4'BEAM (STEPBEAMI
DESCRIPTION HILTI KWIKIOLT TZI A CHOR
LIE I F,11.1,IT II=1TIA I IIILDIF7,EIT TIlIFLII1 11
=TF 'l,F LA","I'TITIRT"PT
MATERIAL 7GAGE
U—SET ALL BEAM TO COLUMN CONNECTION
MATERIAL
MATES 18GA I
MATERIAL 116GAGE
MATERIAL V2QX3 IR FAR EMENAT NOTES
R1.L I' I IL
. I I I I IT ALII OIL'
Poxr"T oFrnE IB usrgaLsroRecFRAcrc
STEEL YIELD ASTM A570, FY-55 CDO PSI
LOCATIONS TYP
STEEL YIELD ASTM A570, FY�55.000 PSI
STEEL YIELD ASTM A570, Fy�55,00)
PSI EIR# 42M SEE NOTE ABOVE FOR ANCHOR SPECS
I ALIrsoLLA _,
TYPE A
7
I ........ TEM �LLIIII15T�EIT.—E—KIY�TE.T�.EP�lE�.1111�T.�E�IIIE IIIIIIERE'
11111111 A I I I I II � I . I I I A L L I I I I I 11, A T'l 1�1 I I I I I I I I I I CA I I I I I Al I LAE
96, 42'
�III
ITI 11A1,'1,IA1,I . II,
scmtuF I'. I_ A
, I "-'= A .. =ll I stvorlD 111GE II U1 1-11ILAII III LA
T.-
1l4L
42"
112" 6V 12'1247 36 112'
5iI6-C)
42"
TYPE B
3/4
96"
42" 1 2'j 42"
21
1 112"
42'
92"
24-
42
16'
2, 0'
120'
12o'40"
20'
— ------------------- ------
mar
56,
42'
40'
20'
NOTES
Er iao
USES (3) ROW 'PAGERS FOR DOUBLE ROW UNITS
Zi
DESCRIPTION ROW SPACER NOTES
M
RATER AT 14GAGE ATTACH WITH (2) 1/2 0 OR 5 BOLTS,
— I,:, Ila ..
141 11 1811
DESCRIPTION STORAGE RACK ELEVATIONS
STEELYIELD ASTM A57R, Fy = 55,000 PSI (1) 41 EACH END
F
1 B
-___
A TTACH
5/I6"OX34'GR
5
11
SOLTS PER BRACE,
2 69'
_
(2) EA, END
3 06' 7
-
_
_ ---
COLUMN
7953'
+
fit
13T81, ..
, p
1 69'
114
f
NOTES
51'
USE riJ ALL
LR AV
FOOTPLATE
OGP,I., III
wasHERs
COLUMN(BASE LOCATIONS TYP
DESCRIPTION BASE PLATE 5094" X 4 688"
DESCRIPTION
COLUMN MCLX 312
DESCRIPTION
BRACING HORIZ & DIAG
MATERIAL 0194" THICK PLATE
MATERIAL
12 GAGE THK STEEL
MATERIAL
16 GAGE STEEL (C SA
NOTES
STEEL YIELD ASTM A36, Fy=36,000 PSI
STEEL YIELD
ASTM ASTO Fy=55.000 PSI
STEEL YIELD
ASTM A5�0, Fy=50,000 PSI
USE C. ALL MCLX BRACE LOCATIONS TVP
3
4
8"
TYP
1 3
E"`F
,
3.656„
�',
TYP Tie.--�_--------.
---���---5/16'0
SAFETY CUTE
------
--.- ,
OR
W16 0 -
S5 RIVET
DESCRIPTION 3-TABCONNECTOR
NOTES
DESCRIPTION
3565"BEAM(INTLK 36E)
MATERIAL T GAGE
USE la ALL BEAM TO COLUMN CONNECTION
MATERIAL
16 GAGE
NOTED:
STEEL YIELD ASTM A570, Fy=55,000 PSI
LOCATIONS TYP
STEELYIELD
ASTM A570, Fy=55 000 PSI
USE,s ALL BEAM LOCATIONS TYP
TYPE C
—42'-
58'
92"
60,
288"
60"
2E 8"
92"
24'
—
24
24
56'
2�
FRONT VIEW
.,IOE VIEW
DESCRIPTION I STORAGE RACK ELEVATIONS
GENERAL RACK CONFIGURATION
HORIZ,
BRACE
COLUMN
-BEAM
( t
CONNECTOR
BASE
DIAG --- ,/� PLATE&
BRACE-- ANCHOR
NOT A DEPICTION OF THIS PROJECT
GENERAL PROJECT NOTES cor n Il1111,,: 1.1 LFAI Al-Il
711111
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CONFIRM O A L OF ANCHORS WITH INSTALLER TO
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ENSURE REQUIRED EMBEDMENT IS OBTAINED
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DESCRIPTION HILTI KWIKROlT TZ2 ANCHOR NOTES
NOTES I
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FOR ANCHOR Tnsrorc
ESR# 4286 SPECS
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NOTES,
USES (3) POW SPACERS FOR DOUBLE ROW UNITS
DESCRIPTION I STD ROW SPACER NOTES',
MATERIAL 14 GAGE ATTACH WITH (4) 511RIP OR 5 BOLTS,
STEEL YIELD I ASTM ARIA, Fy=55,000 PSI (2) ^_a EACH END
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