HomeMy WebLinkAboutCOMA2025-004100RECEIVED: 11/06/2025 DATE OF ISSUANCE:
25-004100 "Sunbelt Rentals"
1035 Texan TrI #1
Install Solar Panels PERMIT #:
BUILDING, PERMIT APPLICATION,
JOB ADDRESS: 1035 Texan Trail Bldg 1
LOT: BLOCK: SUBDIVISION:
..... SUITE #_11
BUILDING CONTRACTOR (company name): Diversified Wiring Solutions, LLC
CURRENT MAILING ADDRESS: PO Box 850187
CITY/STATE/ZIP: Richardson, TX 75087-0187 PH:# 214.350.5095 Va
CURRENT MAILING ADDRESS: 1035 Texan Trail Bldg 1
CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 803-203-8112 Byron ill
PROJECT VALUE: $140,000.00 FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE NEEDED? ELECTRIC X PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: Installation of a roof mounted PV solar system on a newly constructed bldg
USE OF BUILDING OR STRUCTURE: Office
NAME OF BUSINESS: Sunbelt Rentals, Inc
Total Square Footage under roof: N/A Square Footage of alteration/addition: N/A,11111
U 1 hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
N/A State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
El I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
N/A Control Number: (Not required for 1 & 2 family dwellings)
C3 1 hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
WA Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
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 construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S). &_a,
PRINT NAME: Stacy Linderbaum SIGNATURE
PHONE #,. 817.733.9972 EMAIL: admin@diversifiedws.
CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
iTHE FOLLOWING IS, TO BE COMPLETED BY -THE BUILDING INSPECTION DEPARTMENT
Construction Type: 4, Permit Valuation: $ Setbacks &,Ilroval to Iss6e
Electrical
Occupancy Group: Fire S 1 1rinkler: YES NO Front:
i Division: Building Depth: Left: Plumbing ;A(
Zoning: Building Width: Rear: Mechanical
Occullancy Load: �L(ireasc Trap RiLht: Hood
Plan Review Approval: Date: Building Permit Fee:
Site Plan Approval: Date: p Plan Review Fee:
.... .... ...... . .... . .. .... -- — - - -- -----
Fire Department: Date: E Lot Drainage Fee:
Public Works Department: Date: Sewer Availability Rate:
Health Deis artment: Date: Water Availability� Rate:
Approved for Permit: Date: Total Fees:
Lot Drainage Submitted: Approved: f Total Amount Due:
PLAN REVIEW INVOICED 11/06/25
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 0:F'RIMS6 PERMiTAPPLICATIONSI/02—R-.11104,510d,: 7,11109,4111,2/19
City of Grapevine Building - Commercial
PO Box 95104 Alteration
Grapevine, Texas 76099
817) 410-3166 Project # 25-004100
Project Description: Installation of a fixed rack -mounted PV
solar system on the roof of new building recently constructed
"Sunbelt Rentals" [ELECTRONIC REVIEM
Issued on: 03116/2026 at 8:19 AM
ADDRESS
1035 Texan TrI., 1
Grapevine, TX 760��
LEGAL
Airport Crossing JV
Wells Addition Bilk 2 Lot
2A
PERMIT HOLDER
Stacy Linderbaum
nsLLFC
(214) 350-5095
Y.
Diversified Wiring
Solutions LLFG
(214) 350-5095
•
1. Final Fire Dept Inspection
f. Landscaping
ff A It
"APPLICANT NAME (Individual)
"APPLICANT PHONE NUMBER
APPLICANT E-MAIL
"NAME OF BUSINESS
VALUATION
What is use of Building/Structure?
* CONSTRUCTION TYPE
* OCCUPANCY GROUP
DOCUMENTS - MISC 03
ZONING DISTRICT
Fire Sprinkler System?
APPROVED TO ISSUE ELECTRIC
FEE
*Building Permit Fee (Value)
kow
�J
91i�,
Stacy Linderbaurn
8177339972
Sunbelt Rentals, Inc
140000
Office
1113
A-2/B/S-1
BUILDING PERMIT APPLICATION-
Signed.pdf
IFP-Sunbelt Rentals -Sealed Elec
Racking Dwgs.pdf
TDLR Response -Sunbelt Solar Project
2.pdf
cc
YES
YES
TOTAL PAID DUE
$975.00 $975.00 $975.00
$ 1,500.0 $1,500.00 $1,500.00
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
Page 1.12
MYGOV.US 25-004100- OW1 6:2026 at 8:19 AM Issued by: Amanda Robeson
fii ♦ �r x i
NOW
MAN
lNx a x x r
■.,x ■
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THE DESIGN PROFESSIONAL
tx RESPONSIBLE OBTAINING
SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL
March 16, 2026
Signature ate
City of GrapevineBuilding Commercial Alteration
Project # 25-04100
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUIL I E.
"ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS.
) Project address must be clearly posted at the job site.
NOTES
INSPECTION
METRO(317) 41 -3010, CUT OFF TIME C . INSPECTION IS 7:30 A.M. --- CUT OFF TIME Q .
INSPECTION IS 1 :30 P.M.
PERMIT ISSUED IN ACCORDANCE WITH APPLICATIONIL IN THIS .
MYGOV.US 25-004100, 03,161T026 a18:19 AM Issued by: Amanda Robeson
VICINITY MAP
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SUNBELT RENTALS CAMPUS -GRAPEVINE
ROOFTOP SOLAR PROJECT
SOUTHEAST CORNER OF TEXAN TRAIL & E. COPPEL RD
GRAPEVINE, TX 76061
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PROJECT: SUNBELT RENTALS CAMPUS -VOLTAGE DROP
2025.06,11
BY ABUBAKR MOHAMED
Branch(B)or STARTING CONDUCTOR CONDUCTOR #PARALLEL ON&WAY CIRCUIT Vd,oa
Feeder (F) EQUIPMENT ENDING EQUIPMENT CONDUIT MATERIAL MATERIAL FLA SIZE (AWG or SETS # PHASES LENGTH VOLTAGE PF (Volts) Vd, (%) Pass/Fail
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in
PV900
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Site Design Criteria - Flat Roof PV System Basis of Design
Roof Llve Load (psf) 20{,,, foot
Ground Snow Pg (psf) S
Flat Roof Snow (pef) 5
W,nd Design Data
Basic W,nd Speed (mph, 106
R,sk Category II
Wand Exposure C
Earthquake D,S,,P Data
Rsk Category II
Importance OOc ,,le} 100
Component Imp.,ir— Factor lip) 1 0
Design Spectral Acce1—fi n Parameter(Sde) 0110
Design Spectral Acceleration Par,meter(Sd1) lIF.
Base D—R, Shear = Fp l W NIA (se, footnote 2)
Response Modifl-,t Factor(Rp) NIA(See footnote 2)
An,lys„ Procedw, NIA (see footnote 2)
Design Coda (.11, bcal amendments) IBC 2021
ALTERNATE DESIGN METHOD
eS
7
6
6
GENERAL NOTES:
i ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION
PROVIDED BY CUSTOMER PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING
DETAILS AND ARRAY LAYOUT CONFIGURATIONS ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY
CUSTOMER AND INSTALLER, ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND
MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL
REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS
NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT
WARRANTY
3 ARRAY SETBACKS" ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND
CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PACE OR ON ADDITIONAL ARRAY BALLAST PAGES
4 REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION,
5 SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST
BLOCKS FOR MAXIMUM SYSTEM POINT LOAD SUMMARY FTS,, REFER TO CALCULATIONS
6 PANELCLAW ANDIOR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE
TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM SUPPORT STRUCTURE TO BE CHECKED BY OTHERS
] ALWAYS ALLOW A MINIMUM OF 6 CLEARANCE BETWEEN NEIGHBORING SUBARUO'S,6" BETWEEN SUBARRAYS AND ALL FIXED ROOF
OBJECTS AND TBETWEEN SUBARRAYS AND ROOF EDGES REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL
REQUIREMENTS WHICH MAY GOVERN DESIGN SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PREDICTED MOVEMENT
HAVE THEIR OWN CLEARANCE REQUIREMENTS REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS
B BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS 3-3/4"THICK MAX.]-518'1 VS' WIDTH, 15-5161118"
LENGTH
9 IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON -LINEAR RESPONSE
ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE PANELCLAW IS NOT
RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE
CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS
10. DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX 25H, OF WIND SPEED DOCUMENTED IN SITE DESIGN
CRITERIA TABLE DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES
2
SHEETINDEX
NO DESCRIPTION
PC -I COVER SHEET
PG-2 PROJECT SUMMARY
PC-3 ARRAY SITE MAP
1c, TYPICAL ARRAY DIMENSIONS
PC-5 ASSEMBLIES
PC-6 RACKING COMPONENTS
PC-] BALLAST LEGEND
PC TO PC-10 BALLAST LAYOUT -1 TO 3
_PC-11 MECHANICAL ATTACHMENT DETAIL
THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST
BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR
THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY THE INSTALLER IS RESPONSIBLE FOR THE
SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION THEREFORE, THE INSTALLER
MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS {SEE GENERAL NOTE #10)
TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED
IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL
1
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TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS REGULATIONS AND A
CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK 1035 Texan Trali, Grapevine,
TX 76051, USA
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INSTALLATION MEASUREMENTS
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AEBE S ''�, L '',, CAM SPACING' -_ MODULE DIMENSIONS
UNITS min 4% 1.., 1FIL 53
A Inches in 1:6 11 111n 41 5:16
LAM SPAL,NG BHGWN ON ASSEMBLIES PAGE
INSTALLED ARRAY DIMENSIONS
A R C D G J K M INO P R
UNITS Inches s,19 5565 475 10]06 117 ' 623 >>"1 320 .,31 3 C I .05:6
8 7 6
5
T
PL PIN PT LOCATION
UNITS min 21]t �1v4 30
:nches sa 69 4465 1,6 1035 Texan Trail, Grapevine, A
TX 76051, USA
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GCR=IP1n,l/s DIMENSIONS
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1 ( PC-4
4 3 2 1
B 7
I
i® CAM SPACING
ORIENTATION
MARKER
CAM SPACING DETAIL A
C SCALENTS PC,
STANDARD ASSEMBLY QUANTITY
N-TH ASSEMBLY
SCUTHASSEMBUT 24
MIDDLE ACEEAIH: Y 112
NORTH SOUTH ASSEMBLY Id
rF A., 11S, III IN INI, 11CI F 11.F IUI 11IN 11.-F4.1
o
` ORIENTATION—
MARKER —
ORIENTATION BASE HOLE "2"
B MARKER B
BASE HOLE "2" — p
ALE
SC
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ORIGINAL SIZE 36"x24"
SHEETSIZE ARCH "D"
PREPAREDEOR
BASE HOLE "3" -
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SOUTH ASSEMBLY A NORTH SOUTH ASSEMBLY E ORIENTATION �
SCALE Nis PC SCALE NTS "S MARKER PROJECT.
Sunbelt Grapevine
q r LOCATION
Q BASE HOLE "2" BASE HOLE "3' - BASE HOLE "1" BASE HOLE "3" -BASE HOLE "1" BASE HOLE "3" Y r BASE HOLE "1" BASE HOLE "3" Y 1035 Texan Trail. Grapevine, A
4 �gy,
A TX 76051, USA
SHEET TITLE
ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER
-- EXAMPLE ARRAY CONSTRUCTION r ASSEMBLIES
E a �y { '�"k �y g }'
SCALE NTS PC-5 APPROVED
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' PC-5
21 ne 21,a B 115, Y �.3oa4o 6 oM 5 ? 4 3 2 1
6
GAMSPACING
Inches _53A
5 j 4
ORIENTATION
MARKER
3
2 1
STAMP
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1600 OSGOOD ST SUITE 2023
RAIL
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NORTH ANON ER, MA 01845
TEL 978 688 49M
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TRANSPARENT MODULE
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ORIGINAL SIZE 36' x24
SHEETSIZE ARCH'D`
PREPARED FOR
C.—n, United
PROJECT.
Sunbelt Grapevine
LOCATION
1035 Texan TrRI, Grapevine, A
TX 76051, USA
MODULE CONNECTOR E
SHEETTITLE
SCALE NTS Pcs
RACKING
COMPONENTS
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REVISION
SHEET
PC-6
3 2
1
4
7 5 1 4
MODULES LONGER THAN 2100 MM
WITH 7 OR 8 BALLAST BLOCKS REQUIRE
MECHANICAL ATTACHMENT TWO (2) RATES
AT INDICATED LOCATION
0
AT
— — — — — — — — -- &----
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ALLAIT
VT-�DUANTFFYNOF BALLAST BLOCK INSTALLED
BE UNDER MODULE
BQUBATITY
li
11 NO BALLAST QUANTITY SHOWN. DO NOT PLACE
BALLAST
SEE INSTALLATION MANUAL FOR NOTES ON a
INSTALLING MORE THAN FOUR BALLAST BLOCKS PER
MODULE
1 1 -------- jil
II
01 NOT INSTALL ADDITIONAL RAILTO HOLD
BALLAST MODULES WITH NO BALLAST SHOWN
II
III 1 1.1 1 J L IT
NOTE
EXAMPLE BALLASTAND
ATTACHMENTS SHOWN ON THIS
PAGE ARE FOR REFERENCE
E
ORNLY FEE RTOBAL�STMAP
SHEETS FORA RRAY SPECIFIC
AU-AST/A17AC MENT
REQUIREMENTS
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ARRAY CROSS SECTION VIEW
SCALE NTS
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STAMP
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RACKING CONSTRUCTION SET
1600 OSGOOD ST SUITE 2023
NORTH ANDO ERMA01845
TEL 9]8 688 49M
WWY, P—I'l--.
SCALE:
ORIGINAL SIZE 36"X24"
SHEET SIZE ARCH 'U'
PREPARED FOR
GTE— UHRnd
PROJECT.
Sunbelt Grapevine
�IOIATION
1035 Texan Trail, Grapevine,
TX 76051, USA
SHEETTITLE
BALLAST LEGEND
FOREVISION I SHEET
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INFORMATION,
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ROOF HEIGHT JET) 3.. '':
PARAPET HEIC—TT1 40
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ROOF RLT UIEGi I
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ROOF TYPE PVC
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SPECIFICATIONS
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NUMBER OF MODULES 32
RACKING CONSTRUCTION SET
MODULE PUWEf2 (WI 540
1600 OSGOOD ST SUITE 2023
ARRAY OUTOUT IKwi 1728
NORTH ANDOVER,MA01845
ARRAY AZIMUTH 180
TEL 97868849M
www panelclaw.rom
PART QUANTITIES
ITEM O
-
Base ]4
M-0. Conn=.c.or o4
r:.,i rn, ni„rnruni-r, r.rr.ri :
Rail 114
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Cam tiI
.am Claw 6a
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LOADING DETAILS
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SINGLE MODULE WiIL6J Op 'I
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SINGLE CMU ALL PBI 2211
TOTAL ARRAI WTiLB) RIPI
ARRAY AREA ISO ETI 1103
ARRA)"LOAD 'PST) - RP
0
ASSEMBLY QUANTITIES ''
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ASSEMBLY CITY
NORTH ASSEMBLY 10-
SOUTH ASSEMBLY-
MIDDLEASSEMBLY 44
NORTH SOUTH ASSEMBLY 0
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ml olrtt 'i''............ ..... .. .. .. .. .. .. .. .. .. .. .. .. .. ....:
SIZE
ORIGINAL SIZE 36%2
36104"
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SHEET SIZE
Ury!M;1N'Y
PREPARED FOR'
C.1— Umted
F
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PROJECT.
Sunbelt Grapevine
LOCATION
- - - - - - - -
1035 Texan Trail, Grapevine, A
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TX 76051, USA
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SHEETTITLE
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STAMP'
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ROOF HEIGHT JET) 3000
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PARAPET HEIGHT (FT 1 46
ROOF TILT IDEG) i
ROOF TYPE PVC
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SPECIFICATIONS
RACKING CONSTRUCTION SET
NUMBER OF MODULES 32
1600 OSGOOD AT SUITE 2023
-
MODULE POWER IWr Gull
NORTH ANDOVER, MA 01845
ARRAY OUTPUT tRwI 1729
TEL'97868849M
ARRAY AZIMUTH —
www Pa I'I —.
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PART QUANTITIES
ITEM GTY
Bace 74
M-11O Cnn O-1 fix
C
64
C
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yam Claw 64
DPAP010' 32
Ballast U." Bb
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LOADING DETAILS
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SINGLE rt1000LE W1IL61 694
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SINGLE SYR WT;LB) 226
TOTAL ARRAI WTLBI IAO
ARRAY AREA ISO FTI IRS
AR LLOAD 'PST) - 504 '
37 60'
o
7
4
3
3
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ASSEMBLY QUANTITIES
p
ASSEMBLY QTY
NOR*H AssemBLv 1a
4 (
2
2
1
3
SOUTH ASSEMBLY IO
B
4
2
1
1
3
MIDDLE ASSEMBLY 44
NORTH SOUTH ASSEMBLY 0
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32 >s 5 (
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SCALE:
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ORIGINAL SIZE 36124"
SHEET SIZE ARCH 0
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LOCATION
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SHEETTITLE
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ROOF HEIGHT FTI
3000
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46
ROOF TILTIDEG)
ROOF TYPE
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SPECIFICATIONS
RACKING CONSTRUCTION SET
NUMBER OF MODULES
'E
1600 OSGOOD AT SUITE 2023
MODULE POWER(W,
54J
NORTH ANDOVER, MA 01845
ARRAY OUTPUT tRv+l
8 14
TEL 978 688 49M
ARRAYAZIMUTH-
www Panelclaw —
PART QUANTITIES
ITEM
Ba."e
GTY
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Module Connector
32
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O
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Ballast- A
32
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LOADING DETAILS
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SINGLE rt1000LE WTILBI
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ARRAY AREA ISO FTI
ARRAS"LOAD 'PSF)
552
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ASSEMBLY QUANTITIES
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ASSEMBLY
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NORTH ASSEMBLY
SOUTH ASSEMBLY
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NORTH SOUTH ASSEMBLY
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SCALE:
ORIGINAL SIZE 36124"
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SHEET SIZE ARCH"D"
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PREPARED FOR
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LOCATION
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SHEETTITLE
BALLAST LAYOUT -1,3
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REVISION SHEET
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F`STAMP
NOTE
HIS DEDONLYEN SHOW TYPICAL 4,, -. ............................................Vjmi �,y :o;'^n
RANSPARCNT PV m�l,
THIS DETAIL IS GENERIC IN NATURE AND IS
SOLAR MODULE
MECHANICAL ATTACHMENT ASSEMBLY MECHAwcALATtnCHMENT'ty��'+yi
LOCATIONS. REFER TO INDIVIDUAL ARRAY SOU IT EDGE ApaucnnoN
LAYOUTS FOR REQUIRED LOCATIONS. CENTERED BELOW MODULES - - > `✓i
MECHANICAL ATTACHMENT I-" ''' III OTNMEN ERB AN PR —RED W
INTERIOR A- CAT ON _ 011
D 'J CENTERED BELOW MODULES �N - _/,1„�: III rylr� ea��y ^`eC�Tia D
MECHANIALATTAILMENT R, ryryIIII P,"T"...u,..w
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CENTFflEO BETWEEN MODIR FS 42\_
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MECHANCALATTACHMENT .... „u 1600 OSGOOD ST SUITE 2023
--- NORTH EDGE APPLICATION V NORTH ANDOVER,MA01845 --
.. � CENT EKED BELOW MODULES f TEL'9786849 w
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80LTED CONNECTIONS o w
I
C MECHANICAL ATi ACITN I l��/ MECHANICALATTACHMENT 82.4 min (3.25 in) 2o C
INTERIOR APPLICATION — _ / F' / NORTH EDGE APPLICATION?flL ry ry
CENTERED OETWEEN MODULES ��_�� 8 / CENTERED BETWEEN MODULES H
-- MASI1DI ( 55.8 min (2.2 in)
MECHANICALATTACHMENT 3TE PANELaawMANUFACTURED COMPONENTS
LOCATION DETAIL A II COMPONENTS MANUFACTURED BYOTHERS d
U-ANCHOR 2400 MECHANICAL
SCALE NTS PC_11 ATTACHMENT-. MANUFACTURED BY - \� EXISTINGROOF SUII.DIJPVERIFIEDSYOTHERS.
OTHERS
\� FASTENERS DESIGNED AND PROVIDED BY OTHERS
SIZE FASTENERS FOR REQUIRED WORKING LOADS.
MECHANICAL ATTACHMENT o
MASTRUT -- --- - -- °'
WORST -CASE SERVICE LOAD (LB) -
HORIZONTAL (H) VERTICAL (V)
WIND SEISMIC WIND
0 0 496 -
-' MAXIMUM ALLOWABLE LOAD (LB) rc
B l B
HORIZONTAL (H) VERTICAL IV) o
MA STRUT MCLARDWARE i By- - /. ! a 650 525 SCALE:
16MMLENGTHBOLI 7'
3/8-16, 30455 = F I I 1 HORIZONTAL LOADH MAY ACT IN ANY DIRECTION
HEX FLAN6t NUT \ 'ITWASHEft 2985m; 1(2.6 m} 2 WORKING LOADS=ALLOWABLE LOADS(, C. NON -FACTORED) PREPARED INAL SIZE 36X24
CH
3(8-i6 3J4S5 HARDWARE
IT BRACKET (11. ;5 in 1 ';- 4.$3 in
12""LENG rH dOLt
U-ANCHOR 2400 Corvus United
U ANCHOR —0 8-e 64 min TO 251n) MECHANICAL
MECHANICAL AT fACHMENT PROTECT.
STRUT BRACKET MECHANICAL MECHANICAL ATTACHMENT
COMPONENT DIMENSIONS ARE PROVIDED Sunbelt Grapevine
Il FOR REFERENCE ONLY AND SHOULD BE
VERIFIED WITH ATTACHMENT
MANUFACTURER PRIOR TO FASTENER DESIGN. LOCATION.
A IIJ 1035 Texan Trail, Grapevine, A
I� TX 76051, USA
SHEET TITLE
MECHANICAL
MECHANICAL ATTACHMENT DETAIL B MECHANICAL ATTACHMENT DETAI. c ATTACHMENT DETAIL
SCALE N T S PC-itSCALE NTS PC-11 AP ; y py ,;,lyI FUR ,.9O,'+3;L C REVISION SHEET
1 PC-11
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5 4 3 2
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