04-4780 (CSCS) Title 24Qoo ESS/o/v
<¢p doh n Vo; `F2
Exp. 2.CD
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CITY OF LA OUIINTA No. 60
BUILDING & SAFETY DEPT.
APPROVED Lip,
FOR CONSTRUCTION TF CF CA\-
DATE&'._T_r By
;m
Michael J. Voigtlander, PE
BWF Consulting Engineers
510 Myrtle Avenue, Suite 100
South San Francisco, CA 94080
Project: CCSI La Quinta, Ca
TRANSF 208
In
2
5
Date: 9 July 2004
Copper
Magnetic PVC
Pos:
0.1485
Time: 11:18:22AM
PANEL DP
DAPPER Fault
Analysis Input Report (English)
Utilities
Zero:
0.4675
0.6587
- PANEL L FDR
Contribution Bus
From Name Name
In/Out
Nominal - Contribution Data -
PU (100 MVA Base
3/0
Service
Voltage
Duty Units X/R
RPU X PU
MDP
In
480
3P: 14,084 Amps 12.00
Pos: 0.709 8.511
SLG: 0 Amps 12.00
Zero:00.000 000.000
Motors
0.2641
0.2289
PANEL PP FDR
MDP
Contribution # of
From Name Motors
Bus
Name
In/Out
Nominal Contribution Data
PU (100 MVA Base)
Non -Magnetic PVC
Pos:
Service
-Voltage Base kVA Xd" X/R
RPU X PU
COMPACTOR )
compactor bus
In
480 11.66 0.1700 10.00
145.845 1,458.445
RTU LOAD j
PANEL PP
In
480 208.00 0.1700 10.00
8.173 81.731
Cables
PANEL DP
In
1
5
Cable From Bus
Name To Bus
In/Out Qty
Service /Ph
Length
- Cable Description - Per Unit (100 MVA Base)
0.9303
0.4588
Feet
Size Cond. Type Duct Type Insul
R pu JX pu
BUS RD fdr PANEL DP
In 1
130
1/0 Copper Magnetic PVC
Pos: 38.4615 16.2260
BUS RD
2.9320
1.1303
PNL B fdr
Zero: 21.2140 -39.9339
COMP fdr PANEL L
In 1
40
10 Copper Magnetic
Pos: 20.4861 1.4826
compactor bus
Pos:
1.8607
0.9176
Zero: 64.5625 3.6510
INVERTER fdr PANEL L
In 1
10
6 Copper Magnetic PVC
Pos: 2.2135 0.2973
LIGHTING INV.
Zero:
5.8640
Zero: 6.9757 0.7322
PANEL DP FDR
TRANSF 208
In
2
5
600
Copper
Magnetic PVC
Pos:
0.1485
0.2675
PANEL DP
Zero:
0.4675
0.6587
- PANEL L FDR
MDP
In
1
5
3/0
Copper
Non -Magnetic PVC
Pos:
0.1662
0.0901
PANEL L
Zero:
0.2641
0.2289
PANEL PP FDR
MDP
In
1
10
500
Copper
Non -Magnetic PVC
Pos:
0.1198
0.1350
PANEL PP
Zero:
0.1901
0.3615
PNL A fdr
PANEL DP
In
1
5
3/0
Copper
Magnetic PVC
Pos:
0.9303
0.4588
PANEL A.
Zero:
2.9320
1.1303
PNL B fdr
PANEL DP
In
1
10
3/0
Copper
Magnetic PVC
Pos:
1.8607
0.9176
PANEL B
Zero:
5.8640
2.2605
.
PNL TL fdr
PANEL DP
In
1
15
1/0
Copper
Magnetic PVC
Pos:
4.4379
1.8722
PANEL TL
Zero:
13.9862
4.6078
1
Cable
Name
From Bus
To Bus
In/Out Qty Length
Service /Ph
— Cable Description —
Per Unit (100 MVA Base)
Feet
. Size
Cond. Type Duct Type
Insui R pu jX pu
TRANS FDR
MDP
In
1 5
500
Copper Non -Magnetic
PVC POs: 0.0599 0.0675
TRANSF 480
Zero: 0.0951 0.1808
2 -Winding Transformers
Xformer
Name,
In/Out
Primary & Secondary
Nominal
Z PU (100 MVA Base)
Service
Bus
Conn..
Volts
FLA kVA
R pu jX pu
TRANSFORMER
In
TRANSF 480
D
480
271 225
Pos: 8.6667 21.3333
TRANSF 208
WG
208
625
Zero: 8.6667 21.3333
E
Project: CCSI La Quinta, Ca
DAPPER Fault Contribution Brief Report
Date: 9 July 2004
Time:11:18:14AM
Comprehensive Short Circuit Study Settings
Three Phase Fault
Yes
Faulted Bus
All Buses
Single Line to Ground
Yes
Bus Voltages
First Bus From Fault
Line to Line Fault
No
Branch Currents
First Branch From Fault
Line to Line to Ground
No
Phase or Sequence
Report phase quantities
Motor Contribution
Transformer Tap
Yes
Fault Current Calculation
Initial Symmetrical RMS (with 1/2 Cycle Asym)
Xformer Phase Shift
Yes
Yes
Asym Fault Current at Time
0.50 Cycles
Initial Symmetrical Amps
-
Asymmetrical Amps
Bus Name
3 Phase
SLG LLG
LL
3 Phase
SLG
LLG
LL
BUS RD
BUS RD fdr In
Cable
Upstream
4,195
4,195
3,048 0
3,048
0
4,200
0
3,048
0
0
0
4,200
3,048
0
0
compactor bus
5,216
0 0
0
5,216
0
0
0
COMP fdr In
Cable
Upstream
5,175
0 0
0
5,175
0
COMPACTOR In
Ind Mtr
Contribution
82
0 0
0
0
0
82
0
0
0
LIGHTING INV.
13,975
0 0
0
15,232
0
0
INVERTER fdr In
Cable
Upstream
13,975
0 0
0
15,232
0
0
0
0
MDP
15,627
0 0
0
23,027
0
0
0
IID In
Util.
Contribution
14,084
0 0
0
20,753
0
0
0
PANEL L FDR In
Cable
Downstream
82
0 0
0
121
PANEL PP FDR In
Cable
Downstream
1,462
0 0
0
2,154
0
0
0
0
TRANS FDR In
Cable
Downstream
0
0 0
0
0
0
0
0
0
0
PANEL A
8,790
9,351 0
0
9,710 10,086
0
0
I
2
Initial Symmetrical Amps
Asymmetrical Amps
Bus Name
3 Phase
SLG
LLG
LL
3 Phase
SLG
LLG
LL
PNL A fdr
In
Cable
Upstream
8,790
9,351
0
0
9,710
10,086
0
0
PANEL B
8,586
8,973
0
0
9,358
9,503
0
0
PNL B fdr
In
Cable
Upstream
8,586
8,973
0
0
9,358
9,503
0
0
PANEL DP
8,999
9,745
0
0
•10,101
10,775
0
0
BUS RD fdr
In
Cable
Downstream
0
0
0
0
PANEL DP FDR
In
Cable
Upstream
8,999
9,745
0
0
0
0
0
0
PNL A fdr
In
Cable
Downstream
0
0•
0
10,101
10,775
0
0
PNL B fdr
In
Cable
Downstream
0
0
0
0
0
0
0
0
0
PNL TL fdr
In
Cable
Downstream
0
0
0
0
0
0
0
0
0
0
0
0
PANEL L
15,418
0
0
0
21,976
0
0
0
COMP fdr
In
Cable
Downstream
82
0
0
0
117
INVERTER fdr
In
Cable
Downstream
0
0
0
0
0
0
0
PANEL L FDR
In
Cable
Upstream
15,337
0
0.
0
0
0
0
0
21,859
0
0
0
PANEL PP
15,392
0
0
0
22,256
0
0
0 N
PANEL PP FDR
In
Cable
Upstream
13,928
0
0
0
RTU LOAD
In
Ind Mtr
Contribution
1,464
0
0
0
20,138
0
0
0
2,117
0
0 .
0
PANEL TL
8,118
8,115
0
0
8,592
8,333
0
0
PNL TL fdr
In
Cable
Upstream
8,118
8,115
0
0
8,592
8,333
0
0
TRANSF 208
9,087
9,905
0
0
10,214
10,979
0
0
PANEL DP FDR
In
Cable
Downstream
0
0
0
0
TRANSFORMER
In
Xformer2
Upstream
9,087
9,905
0
0
0
10,214
0
10,979
0
0
0
0
TRANSF 480
15,482
0
0
0
22,546
0
0
TRANS FDR
In
Cable
Upstream
15,482
0
0
0
0
TRANSFORMER
In
Xformer2
Downstream
0
0
0
22,546
0
0
0
0
0
0
0
0
2
Yes
Fault Location
Bus Name
k
3 -Phase
Amps
Project: CCSI La Quinta, Ca
-
SLG
Amps
Date: 9 July 2004
208
4,195
Time: 11:18:01AM
0.95
3,048
compactor bus
DAPPER Unbalanced Fault Report
5,216
Comprehensive Short Circuit Study Settings
0.45
Three Phase Fault Yes
Faulted Bus
480
All Buses
Single Line to Ground Yes
Line to Line Fault
Bus Voltages
First Bus From Fault '
No
Line to Line to Ground No
Branch Currents
First Branch From Fault
Motor Contribution Yes
Phase or Sequence
Report phase quantities
Transformer Tap Yes
Fault Current Calculation
Initial Symmetrical RMS (with 1/2 Cycle Asym)
Xformer Phase Shift
Asym Fault Current at Time
0.50 Cycles
Yes
Fault Location
Bus Name
Bus
Voltage
3 -Phase
Amps
3 -Phase
MVA
3P
X/R
SLG
Amps
BUS RD
208
4,195
1.51
0.95
3,048
compactor bus
480
5,216
4.34
0.45
0
LIGHTING INV.
480
13,975
11.62
2.66
0
MDP
480
15,627
12.99
11.74
0
PANEL A
208
8,790
3.17.
2.85
9,351
PANEL B
208
8,586
3.09
2.66
8,973
PANEL DP
208
8,999
3.24
3.08
9,745
PANEL L
480
15,418
12.82
9.49
0
PANEL PP
480
15,392
12.80
10.36
0
PANEL TL
208
8,118
2.92
2.23
8,115
TRANSF 208
208
9,087
3.27
3.10
9,905
TRANSF 480
480
15,482
12.87
10.85
0
1
SLG
MVA
SLG
X/R
Mom
Amps
3 Cycles
3P Asym Amps
5 Cycles
-
8 Cycles
0.37
0.68
4,200
4,195
4,195
4,195
0.00
Infinite
5,216
5,216
5,216
5,216
0.00
Infinite
15,232
13,975
13,975
13,975
0.00
Infinite
23,027
16,245
15,701
15,630
1.12
2.51
9,710
8,790
8,790
8,790
1.08
2.24
9,358
8,586
8,586
8,586
1.17
2.86
10,101
8,999
8,999
8,999
0.00
Infinite
21,976
15,706
15,439
15,419
0.00
Infinite
22,256
15,792
15,428
15,393
0.97
1.74
8,592
8,118
8,118
8,118
1.19
2.90
10,214
9,087
9,087
9,087
0.00
Infinite
22,546
15,954
15,529
15,483
VCC
78-825 Highway 111
La Quinta, CA 92253
760-777-8747
Fax 949-851-4256
Request for:anformation
Project: RFI No: Author: Issue Date:
1610 CC La Quinta CA 0013 Daniel Buraglia 11/16/2004
Location: Area: Impact:
La Quinta, CA Circuit City None
Subject:
Double Welds on deck?
Request:
On 22/S2.3 note 3 is requiring double welds at collectors and struts, City of La Quinta Building inspector is
asking where this detail occurs or if it occurs in this building. Please advise.
Issued To:
Architect
Company:
Perkowitz + Ruth Architects Inc.
111 West Ocean Blvd, 21 St Floor
Long Beach, CA
Resolution Date:
11/16/2004
Due Date:
11/16/2004, or sooner.
Contact:
Phone:
562-628-8000
Resolution Method:
E -Mail
Fax:
562-628-8003
Resolution:
Double weld is required1).Grid lind B between -1.& 2.8 2)Gnd.line H between 2.8 —&3'9.
Copies ' x Y
Date To Company: Title Method
11/16/2004 Perkowitz + Ruth Architects Inc. Architect
1610 RFI - 0013 Double Welds on deck? Page 1 11/22/2004
to�ffi M
M�! a -Z
Project G� vim- Prepared By: MK Date 5//0
i i Subject,l�[c Checked By:
O
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Consulting Engineers
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9 Holland • Suite 201 • Irvine, California 92618 • (949) 380-3970 • Fax (949) 380-3771
Project Prepared By: MK Date
5ubject Checked By-
K.S.P. - -
Consubng Engineers
Sheet No. �Rev. No.
9 Holland • Suite 201 • Irvine, California 92618,• (949) 380-3970 • Fax (949) 380-3771
1996 AISI Specification ASD
DATE: 3/8/2005
CLARK STEEL FRAMING SYSTEMS
SECTION DESIGNATION: 600S200-43 Single
INPUT PROPERTIES:
Web Height = 6.000 in Steel Thickness = 0.0451 in
Top Flange = 2.000 in Inside Corner Radius = 0.0712 in
Bottom Flange = 2.000 in Yield Stress, Fy = 33.0 ksi
Stiffening Lip = 0.625 in Fy With Cold -Work, Fya = 33.0 ksi
Punchout Width = 1.500 in Punchout Length = 4.000 in
ALLOWABLE WALL HEIGHTS
INPUT PARAMATERS
Nominal Load = 21.3 psf
d u tip ier or trength Checks = 1.00
Deflection Limit= L/120
Wind Load Multiplier for Deflection = 1.00
Bearing Lengths for Web Crippling:
End Condition = 1.0 in
Shear and Web Crippling Capacity Based on Unpunched Webs
ALLOWABLE SPANS, SIMPLE SPAN
STUD MECHANICAL BRACING AT:
SPACING 48 in MID Pt THIRD Pt
12.0 in 23-2" 19'5" 21'2"
16.Oin 20'1" 17'8" 18'11"
24.0 in 14'6" 14'6" 14'6"
Jw
���Project r, `�, L` Prepared By: MK Date
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Subject, ,tee ba c� y Checked By:
K.S-P. Job No. Sheet No. f / Rev. No.
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Consulting Engineers
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9 Holland • Suite 201 • Irvine, California 92618 • (949) 380-3970 • Fax (949) 380-3771
K.S_P.
Consulting Engineers
Project Prepared By: MK Date
Subject Checked By:
Sheet No.
C�CAtA-e fj41 dT1 bt"s I' %Cn
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9 Holland • Suite 201 • Irvine, California 92618 • (949) 380-3970 • Fax (949) 380-3771
1996 AISI Specification ASD
DATE: 3/8/2005
CLARK STEEL FRAMING SYSTEMS
3
SECTION DESIGNATION: 600S200-43 Single
INPUT -PROPERTIES:
Web Height = 6.000 in Steel Thickness = 0.0451 in
Top Flange = 2.000 in Inside Corner Radius = 0.0712 in
Bottom Flange = 2.000 in Yield Stress, Fy = 33.0 ksi
Stiffening Lip = - 0.625 in Fy With Cold -Work, Fya = 33.0 ksi
Punchout Width = 1.500 in Punchout Length = 4.000 in
ALLOWABLE WALL HEIGHTS
INPUT PARAMATERS
N��omi�pa= 21.3 psf
or trength Checks = 1.00
Deflection Limit= L/120
Wind Load Multiplier for Deflection = 1.00
Bearing Lengths for Web Crippling:
End Condition = 1.0 in
Shear and Web Crippling Capacity Based on Unpunched Webs
ALLOWABLE SPANS - SIMPLE SPAN
STUD MECHANICAL BRACING AT:
SPACING 48 in MID Pt THIRD Pt
12.0 in 23'2" 19' 5" 21'2"
16.Oin 20'1" 17'8" 18'11"
24.0 in 14'6"' 14'6" 14'6"
0
s'
• ` SEMMIC
MATERIAL HANDLING ENGINEERING
EST. 1985
STORAGE RACKS
STEEL SHELVING
DRIVE-IN RACKS
MOVABLE SHELVING
CANTILEVER RACKS
STORAGE RACKS
MEZZANINES
MODULAR OFFICES
CONVEYORS
GONDOLAS
CAROUSELS
BOOKSTACKS
PUSHBACK RACKS
FLOW RACKS
RACKBUILDINGS
FOOTINGS
SEISMIC ANALYSIS
STRUCTURAL DESIGN
CITY APPROVALS
STATE APPROVALS
PRODUCT TESTING
FIELD INSPECTION
SPECIAL FABRICATION
PERMITTING SERVICES
ALASKA
ARIZONA
CALIFORNIA
COLORADO
CONNECTICUT
FLORIDA
GEORGIA
IDAHO
ILLINOIS
INDIANA
KANSAS
SEISMIC ANALYSIS -"4q
OF HANGING GRID
FOR
CIRCUIT CITY #3582
78825 HIGHWAY 111
LA QUINTA , CA, 92253
Job No. 05-0150
�E. FAT
�n
No. 2500
KENTUCKY
MARYLAND
MASSACHUSETTS
MICHIGAN
MINNESOTA
MISSOURI
MONTANA
NEBRASKA
NEVADA
NEW JERSEY
NEW MEXICO
161 ATLANTIC STREET * POMONA * CA 91768 * TEL: (909) 869-0989
NORTH CAROLINA
OHIO
OKLAHOMA
OREGON
PENNSYLVANIA
TENNESSEE
TEXAS
UTAH
VIRGINIA
WASHINGTON
WISCONSIN
FAX: (909) 869-0981
M,
SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT CIRCUIT CITY #3582
FOR REEVE -KNIGHT
SHEET NO. 1
CALCULATED BY RF
DATE 2/1/2005
SYSTEM WILL BE HUNG FROM THE CEILING WITH THREADED RODS AND P1000 UNISTRUT WITH A MAXIMUM
VNEL STRUT SPAN OF NO MORE THAN 6'.
wLL = 17 LB
wDL = 5 LB
## of PANELS = 16
Wp = 352 LB
Fp-total = 0.864 Wp
= 304 LB
Wp/rod = 88 LB
Fp/rod = 76 LB
ER TABLE I -B OF THE 9th ed ASD.
.Tcap = Ft x AREA
= 3,748 LB
Tmax = Fp/rod x 2 x [HtA2 + depthA2]A0.5 / depth +
= 428 LB ,
Tmax" cap = 0.1 1 < 1.33, OK
STRUT JUSTIFICATION:
Tmax = 428 LB
1-5
Mmax=Pxa
= 5,1381N -LB
fb = M / Sx
= 23,796 PSI
Fb=0.6xFy
= 21,600 PSI
fb / Fb = 1.10 < 1.33,. OK
Wp/ro
d = 48.0 IN
Ht = 96.0 IN,
ROD 0 = 0.50 IN
Ft = 19,100 PSI
AREA = 0.20 INA2
Sx = 0.22 INA3
Fy = 36,000 PSI
a = 12.0 IN
L = 72.0 IN
USED ON:Q LATEST CHANGE: SOLIDWORKS
P1000CHANNEL ATTACHED TO RAFTER
g
(NOT SHOWN) APPROPRIATE CLAMPS NOTE: THE
ENGINEER OF'RECORD SHALL VARIFY THE ADEQUACY
OF THE CEILING ATTACHMENT
NOTES:
2 GRIDS NEEDED PER STORE SEE
PLAN FOR INSTALLATION
ORIENTATION
UNISTRUT PROVIDED AND
ENSURE THAT THE SUSPENSION RODS ARE
PARALLEL TO EACH OTHER
INSTALLED BY F.I.
3/8' UNISTRUT NUT P1008 WITH
LOCK WASHER AND HEX NUT TYP
THREADED ROD z 60 REF CUT TO
16 POINT CROSS BRACING USING 1 x 19 x 1/16
LENGTH FOR CORRECRECTCEILING:GRIDHEIGHT
304 SS WIRE ROPE MINIMUM AND
APPROPRIATE CONNECTING HARDWARE
COUPLING NUT 318-16 WITH (2) FLAT WASHERS
(2) LOCK WASHERS AND (2) HEX NUTS TYP
CEILING TILES 48' SQUARE EST. WGT:
L 34
3.25 LB EACH REST ON METAL STRIPS _
314' VACU-FORMED
_
OF CELING GRID (16) REQ'D
Z FOAM BOARD
(16) PLACES
SANDWICH GRID HANGER WITH (2) HEX NUTS
(2) FLAT WASHERS AND (2) LOCK WASHERS TYP
971/2'L x 4'W
o
PLASTIC EXTRUSION
F
6LFF
WELDMENT (4) REO'D
PLASTIC CORNER 1'x V x 4'L
(4) REQ'D ATTACHED
W/ DOUBLE STICK TAPE "
ISOMETRICORDER it FIX-MMIX
��� ®�� DATE: 2'22-02 ENVIRON OVERHEAD GRID E-606
REV.: 000+ FIXTURE
9950 MA'YLAND DRIVE REV DATE: 11-15-03 SHEET' 1
RICHMOND, VA. 23233 SCALE: 1:64 °i 6
SEMMIC
MATERIAL HANDLING ENGINEERING
EST. 1985
STORAGE RACKS
STEEL SHELVING
DRIVE-IN RACKS
MOVABLE SHELVING
CANTILEVER RACKS
STORAGE RACKS
MEZZANINES
MODULAR OFFICES
CONVEYORS
GONDOLAS
CAROUSELS
BOOKSTACKS
PUSHBACK RACKS
FLOW RACKS
RACKBUILDINGS
FOOTINGS
SEISMIC ANALYSIS
ALASKA
KENTUCKY
STRUCTURAL DESIGN
ARIZONA
MARYLAND
CITY APPROVALS
CALIFORNIA
MASSACHUSETTS
STATE APPROVALS
COLORADO
MICHIGAN
PRODUCT TESTING
CONNECTICUT
MINNESOTA
FIELD INSPECTION
FLORIDA
MISSOURI
SPECIAL FABRICATION
GEORGIA
MONTANA
PERMITTING SERVICES
IDAHO
NEBRASKA
ILLINOIS
NEVADA
INDIANA
NEW JERSEY
KANSAS
NEW MEXICO
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VIRGINIA
WASHINGTON
WISCONSIN
LA QUINI-A , CA, 922)3
Job leo. 05-0150
161 ATLANTIC STREET * POMONA * CA 91768 * TEL: (909) 869-0989 * FAX: (909) 869-0981
SEIZMIC
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT CIRCUIT CITY 43582
FOR REEVE -KNIGHT
SHEET NO. 1
CALCULATED BY RF
DATE 2/1/2005
HE SYSTEM WILL BE HUNG FROM THE CEILING WITH THREADED RODS AND P1000 UNISTRUT WITH A MAXIMUM
HANNEL STRUT SPAN OF NO MORE THAN 6'.
wLL = 17 LB
wDL = 5 LB
# of PANELS= 16
Wp = 352 LB
Fp-total = 0.864 Wp
= 304 LB
Wp/rod = 88 LB
4
Fp/rod = 76 LB
R TABLE I -B OF THE 9th ed ASD.
Tcap = Ft x AREA
= 3,748 LB
Tmax = Fp/rod x 2 x [HtA2 + depthA2]A0.5
/ depth + Wp/ro�
= 428 LB
96
d = 48.0 IN
Tmax/Tcap = 0.11 < 1.33, OK
Ht = 96.0 IN
RUT JUSTIFICATION:
ROD 0 = 0.50 IN
t 12ga
Ft = 19,100 PSI
Tmax = 428 LB
1-5/8"
= .
AREA = 0.20 INA2
Mmax = P x a
Sx = 0.22 INA3
= 5,138 IN -LB
Fy = 36,000 PSI
fb=M/Sx
a=12.0 IN
= 23,796 PSI
L = 72.0 IN
�— 1-5/8"
Fb = 0.6 x Fy
= 21,600 PSI
fb / Fb = 1.10 < 1.33,. OK
ti
r
192" KAX
USED ONTO
ENSURE THAT THE SUSPENSION RODS ARE
PARALLEL TO EACH OTHER
16 POINT CROSS BRACING USING 1 x 19 x 1/16
304 SS WIRE ROPE MINIMUM AND
APPROPRIATE CONNECTING HARDWARE
I' CEILING TILES 48"SQUARE EST. WGT:
325 LB EACH FCELI GST ONGRID(16)REQD
PLASTIC CORNER 1' x 1' x 4*0
m(4) REQ'D ATTACHED _
W/ DOUBLE STICK TAPE
ISOMETRIC
a
0
® DATE: 2-22-02
LL.73Y
o _ REV.: 000+
u
a REV DATE: 11-15-03
W 9950 MA'YLAND DRIVE
RICHMOND, VA. 23233 SCALE: 1:64
w
z
CHANGE:
P1000CHANNEL ATTACHED TO RAFTER
(NOT SHOWN) APPROPRIATE CLAMPS NOTE: THE
ENGINEER OFRECORD SHALL VARIFY THE ADEQUACY
OF THE CEILING ATTACHMENT
NOTES:
2 GRIDS NEEDED PER STORE SEE
PLAN FOR INSTALLATION
ORIENTATION
UNISTRUT PROVIDED AND
INSTALLED BY F.I.
3/8' UNISTRUT NUT P1008 WITH
LOCK WASHER AND HEX NUT TYR
THREADED ROD 3/8.16 x 60 REF CUT TO
LENGTH FOR CORRECT CEILING:GRID HEIGHT
COUPLING NUT 3/8-16 WITH (2) FLAT WASHERS
(2) LOCK WASHERS AND (2) HEX NUTS TYR
L 34
3/4' VACU-FORMED
"' - FOAM BOARD
(16) PLACES
SANDWICH GRID HANGER WITH (2) HEX NUTS
(2) FLAT WASHERS AND (2) LOCK WASHERS TYR
971/2'L x 4'W
PLASTIC EXTRUSION
ENVIRON OVERHEAD GRID
WELDMENT (4) REQ'D
FIXTURE
SHEET 1
of 6
m
P1000CHANNEL ATTACHED TO RAFTER
(NOT SHOWN) APPROPRIATE CLAMPS NOTE: THE
ENGINEER OFRECORD SHALL VARIFY THE ADEQUACY
OF THE CEILING ATTACHMENT
NOTES:
2 GRIDS NEEDED PER STORE SEE
PLAN FOR INSTALLATION
ORIENTATION
UNISTRUT PROVIDED AND
INSTALLED BY F.I.
3/8' UNISTRUT NUT P1008 WITH
LOCK WASHER AND HEX NUT TYR
THREADED ROD 3/8.16 x 60 REF CUT TO
LENGTH FOR CORRECT CEILING:GRID HEIGHT
COUPLING NUT 3/8-16 WITH (2) FLAT WASHERS
(2) LOCK WASHERS AND (2) HEX NUTS TYR
L 34
3/4' VACU-FORMED
"' - FOAM BOARD
(16) PLACES
SANDWICH GRID HANGER WITH (2) HEX NUTS
(2) FLAT WASHERS AND (2) LOCK WASHERS TYR
971/2'L x 4'W
PLASTIC EXTRUSION
ENVIRON OVERHEAD GRID
WELDMENT (4) REQ'D
FIXTURE
SHEET 1
of 6