HomeMy WebLinkAboutSGS_ 2507691 _FBND-0812S-0649_Shelter Drawings +FND_Rev 2_061325-signedTHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
GN-1
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
GENERAL NOTES
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
DRAWINGS ARE BASE OFF SHELTER REFERENCE DRAWING #
1.BY FIBERBOND, DRAWING # D-3539 DATED 02/11/97.
REFER TO DRAWINGS # D-3539 FOR ANY OTHER DETAILS THAT ARE NOT
LISTED IN THESE SETS.
DRAWING INDEX
SHEET DESCRIPTION
ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 11X17.
CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS,
CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE
ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME.
GN-1
EXTERIOR ELEVATION FACE AC-1
EXTERIOR ELEVATION FACE BC-2
EXTERIOR ELEVATION FACE C
FLOOR PLAN LAYOUT
CABLE TRAY DETAILS
C-3
C-4
C-5
C-6
C-7
C-8
PANEL SCHEDULE
GENERAL NOTES
C-9
C-12
EXTERIOR ELEVATION FACE D
C-11
FLOOR PLAN - CABLE TRAY
FLOOR PLAN - HVAC
HVAC DETAILS
C-13
LED DETAILS
FLOOR PLAN - LIGHTING DESIGN
C-14
SURGE DETAILS
C-15
C-10
INTERIOR ELEVATION FACE E
INTERIOR ELEVATION FACE F
INTERIOR ELEVATION FACE G
INTERIOR ELEVATION FACE H
C-16
C-17
C-18
C-19
DESIGN PARAMETERS
REFERENCE EXISTING DRAWINGS
1.BY FIBERBOND, DRAWING #D-3539 DATED 02/11/97
SITE ID:FBND-0812S-0649
SITE NAME:LANDFILL
ADDRESS:75-1/2 CO ROAD 246
RIFLE, CO 81650
FBND-0812S-0649
C-20
WIND DESIGN
WIND SPEED:150 MPH
GUST DURATION:3 SECONDS
EXPOSURE:D
GCpi:± 0.18 (PER ASCE 7)
G-1 INTERIOR GROUND BAR DETAIL
LOAD CENTER DETAILS
PROJECT TEAM
APPLICANT/CUSTOMER:
CELLSITE SOLUTIONS, LLC
4150 C ST. SW
CEDAR RAPIDS, IA 52404
PHONE: (319) 826-3404
ENGINEERING SERVICES:
SGS TOWERS
14708 CUSTER RD, SUITE 102
OMAHA, NE 68138
CONTACT: JUSTIN STARY
PHONE: 402.218.3471
EMAIL: justin.stary@sgstowers.com
ONE CALL
R
Call before you dig.
below.Know what's
LOCATION
PRIOR TO FOUNDATION INSTALL CONFIRM WITH
CELLSITE PROJECT MANAGER @ 319-826-3404 FOR
OVERALL SHELTER DIMENSION BEFORE INSTALL.
DISCLAIMER
ALL WORK SHALL BE PERFORMED, AND MATERIALS SHALL BE INSTALLED, IN ACCORDANCE WITH THE
GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED AS PERMITTING WORK THAT
DOES NOT CONFORM TO THESE CODES.
COLORADO BUILDING CODE
·2021 - INTERNATIONAL BUILDING CODE (ICC)
·2021 - INTERNATIONAL MECHANICAL CODE (IMC)
CODE SUMMARY
2006 - 2021 (IBC) INTERNATIONAL BUILDING CODE.
1996 - 2023 (NEC) NATIONAL ELECTRICAL CODE.
2009 - 2021 (UMC) UNIFORM MECHANICAL CODE.
2006 - 2021 (IMC) INTERNATIONAL MECHANICAL CODE.
2007 - 2022 ASHRAE 90.1
2009 - 2021 (IECC) INTERNATIONAL ENERGY CONSERVATION CODE
2009 - 2024 (IFGC) INTERNATIONAL FUEL GAS CODE
2009 - 2021 (IFC) INTERNATIONAL FIRE CODE
2012 - 2024 NFPA 1 UNIFORM FIRE CODE WITH 2013 AMENDMENTS
2004 - 2018 CHICAGO BUILDING CODE.
2018 KENTUCKY BUILDING CODE.
2012 TENNESSEE BUILDING CODE
2018 MINNESOTA STATE BUILDING CODE.
2015 MINNESOTA STATE MECHANICAL CODE. (CH. 1346 - 2012 IMC & 2012 IFCG W/AMEND)
2015 MINNESOTA ENERGY BUILDING CODE(CH. 1323)
2015 NEW MEXICO COMMERCIAL BUILDING CODE.
2017 NEW MEXICO ELECTRICAL CODE
2015 NEW MEXICO MECHANICAL CODE
2012 MICHIGAN BUILDING CODE
2012 MICHIGAN MECHANICAL CODE
2011 MICHIGAN ELECTRICAL CODE
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA GREEN BUILDING STANDARDS
2019 CALIFORNIA ENERGY CODE TITLE 24
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA FIRE CODE
CALIFORNIA TITLE 25
2010 NEW YORK CITY BUILDING CODE
NORTH DAKOTA ELECTRICAL WIRING STANDARDS
2017 FLORIDA BUILDING CODE
2017 FLORIDA BUILDING CODE MECHANICAL
2017 FLORIDA BUILDING CODE FUEL GAS
9TH MASSACHUSETTS STATE BUILDING CODE
2019 OREGON STRUCTURAL SPECIALTY CODE
2019 OREGON MECHANICAL SPATIALITY CODE
2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE
2018 NORTH CAROLINA BUILDING CODE
2017 NORTH CAROLINA ELECTRICAL CODE
2018 NORTH CAROLINA MECHANICAL CODE WITH AMENDMENTS
2018 NORTH CAROLINA ENERGY CONSERVATION CODE
2012 TEXAS ACCESSIBILITY STANDARDS
2002 ARKANSAS FIRE PREVENTION CODE
2018 NORTH CAROLINA FIRE CODE
2015 RHODE ISLAND FIRE SAFETY CODE
NOTES
1.LISTED CODES INCLUDES LATEST STATE ADOPTED AMENDMENTS AND APPENDICES.
2.THIS SHELTER IS AN "ENCLOSED STRUCTURE" NOT INTENDED FOR HUMAN HABITATION.
3.APPROVED MODEL MAY BE MIRROR IMAGE.
4.OCCUPANT LOAD = 0, OHIO = 2. THIS BUILDING SHALL BE OCCUPIED FOR SERVICING EQUIPMENT
AND MAINTENANCE ONLY.
5.SPECIAL CONDITIONS AND PERMISSIBLE TYPES OF GASSES; N/A
6.SHELTER HAS NO COUNTY PLACEMENT RESTRICTION IN THE STATE OF MARYLAND.
7.STATE INSIGNIA LABEL/DECAL IS LOCATED NEAR MAIN ELECTRICAL SERVICE PANEL.
8.DOOR MUST BE MINIMUM 90 MINUTE FIRE RATED, IF USED IN 2 HOUR FIRE RATED SHELTER AND
MINIMUM 45 MINUTE FIRE RATED IF USING 1 HOUR FIRE RATED SHELTER.
9.ACCESS TO SHELTER SHALL COMPLY WITH MARYLAND ACCESSIBILITY CODE COMAR.
10.APPLICABLE INTERNAL PRESSURE COEFFICIENT(N/A)- THESE SHELTERS CONFIRM TO THE
REQUIREMENTS OF (2000,03,06,09 IBC)' ASCE 7-05, METHOD 1 SIMPLIFIED PROCEDURE (2012,15 IBC,
2014 FBC) ASCE 7-10 SIMPLIFIED DIAPHRAGM LOW RISE BUILDING; (2018 IBC) ASCE 7-16 PART 2: LOW
RISE BUILDING (SIMPLIFIED)
11.THESE PLANTS ARE DESIGNED TO BE USED FOR THE CONSTRUCTION OF COMMERCIAL MODULAR
UNITS, IN ACCORDANCE WITH CA HEALTH AND SAFETY CODE SECTION 18028.
12.HVAC UNITS ARE SIZED TO ALLOW FOR MAX FUTURE EQUIPMENT CAPACITY AND HEAT LOADS
WITHIN SHELTER WITH REDUNDANCY IN MIND. THEY ARE TO BE CONTROLLED TO STAGE UNITS
BASED ON CURRENT LOAD.
13.EXTERNAL GROUNDING BY OTHERS.
14.SHELTER CONSTRUCTED IN ACCORDANCE WITH 61G20- 3.006.
15.THIS BUILDING DOES NOT CONTAIN PLUMBING FACILITIES, PLUMBING FACILITIES SHALL BE
PROVIDED ON SITE SUBJECT TO THE LOCAL AUTHORITY HAVING JURISDICTION.
16.SPECIAL INSPECTION SHALL BE CONDUCTED BY AHJ OR THIRD PARTY INSPECTOR, APPROVED BY
AHJ ON SITE PER IBC 1704.1, 1704, 1707 ON SEISMIC/WIND PROVISION FOR THE
FASTENING/SECURING OF THE ELECTRICAL EQUIPMENT AND THE STRUCTURAL STEEL
FASTENING/WELDING.
17.THIRD PARTY PLANT INSPECTIONS DO NOT INCLUDE UTILITY SERVICE CONNECTIONS, TIE-DOWN
CONNECTIONS OR MULTI PIECE BUILDING SPLIT JOIN CONNECTIONS WHERE APPLICABLE. THESE
ARE TO BE INSPECTED ON SITE.
18.CONNECTION TO PUBLIC UTILITIES TO BE PERFORM ON SITE BY OTHERS.
EXTERIOR DIMENSIONS
LENGTH:12'-0"
WIDTH:8'-0"
HEIGHT:10'-1"
INTERIOR DIMENSIONS
LENGTH:11'-312"
WIDTH:7'-312"
HEIGHT:8'-1112"
ACCESS CONTROL DOOR DETAIL NTS
EXTERIOR LIGHT DETAILS
06/16/2025
8'-4"
8'-0"
EXTERIOR SHELTER 2"2"
EXISTING GRADE
CONCRETE SHELTER
FOUNDATION
8'
-
1
1
12"
9'
-
1
0
"
OV
E
R
A
L
L
S
H
E
L
T
E
R
H
E
I
G
H
T
6"
514"
1'-0"
DOOR CANOPY (NOT REQUIRED)
52" COMPOSITE, 36"x52". CANOPY
ASSY 54"x18" METAL 14GA
1
3'-0"
7"
7'
-
2
"
2
4'
-
1
"
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-1
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 3/8" = 1'-0" (11x17)EXTERIOR ELEVATION FACE A
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
EXTERIOR
ELEVATION FACE A
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
LED EXTERIOR WALL PACK LIGHT FIXTURES 1 EXTERIOR FACE A 7'-2"
SP WATERPROOF BOX FOR ACCESS CONTROLS 1 EXTERIOR FACE A 4'-1" (CENTER)
1
2
06/16/2025
5'-0"
6'
-
0
7
8"
BO
T
T
O
M
O
F
P
L
A
T
E
2
DOOR CANOPY (NOT REQUIRED)
52" COMPOSITE, 36"x52". CANOPY
ASSY 54"x18" METAL 14GA
5'
-
1
1
"
(
T
Y
P
.
)
OV
E
R
A
L
L
H
V
A
C
H
E
I
G
H
T
1
3'
-
0
"
12'-4"
12'-0"
EXTERIOR SHELTER 2"2"
CONCRETE SHELTER
FOUNDATION
8'
-
1
1
12"
9'
-
1
0
"
OV
E
R
A
L
L
S
H
E
L
T
E
R
H
E
I
G
H
T
6"
514"
2'-0"
EXISTING GRADE
2'-0"
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-2
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 1/2" = 1'-0" (11x17)EXTERIOR ELEVATION FACE B
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
EXTERIOR
ELEVATION FACE B
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
3 TON BARD WALL MOUNT AC CONDITIONER (#W36-AC-A0ZXPXXXX)2 EXTERIOR FACE C 9'-1" (TOP)
LED EXTERIOR WALL PACK LIGHT FIXTURES 1 EXTERIOR FACE A 7'-0"
1
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
2
06/16/2025
1'
-
1
1
14"
1
3'
-
6
"
5'
-
1
0
3
8"
(
T
Y
P
.
)
OV
E
R
A
L
L
H
V
A
C
H
E
I
G
H
T
2
8'-4"
8'-0"
EXTERIOR SHELTER 2"2"
EXISTING GRADE
CONCRETE SHELTER
FOUNDATION
8'
-
1
1
12"
9'
-
1
0
"
OV
E
R
A
L
L
S
H
E
L
T
E
R
H
E
I
G
H
T
6"
51
4"
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-3
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 3/8" = 1'-0" (11x17)EXTERIOR ELEVATION FACE C
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
EXTERIOR
ELEVATION FACE C
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
GFCI DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH
WEATHERPROOF COVER PLATE MOUNTED VERTICALLY 1 EXTERIOR FACE C 18" ABOVE FLOOR
3 TON BARD WALL MOUNT AC CONDITIONER (#W36-AC-A0ZXPXXXX)2 EXTERIOR FACE C 9'-1" (TOP)
1
2
06/16/2025
5'-0"
6'
-
0
7
8"
BO
T
T
O
M
O
F
P
L
A
T
E
2
DOOR CANOPY (NOT REQUIRED)
52" COMPOSITE, 36"x52". CANOPY
ASSY 54"x18" METAL 14GA
5'
-
1
1
"
(
T
Y
P
.
)
OV
E
R
A
L
L
H
V
A
C
H
E
I
G
H
T
1
3'
-
0
"
12'-4"
12'-0"
EXTERIOR SHELTER2"2"
CONCRETE SHELTER
FOUNDATION
8'
-
1
1
12"
9'
-
1
0
"
OV
E
R
A
L
L
S
H
E
L
T
E
R
H
E
I
G
H
T
6"
514"
2'-0"
EXISTING GRADE
2'-0"
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-4
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
EXTERIOR
ELEVATION FACE D
1SCALE: 1/2" = 1'-0" (11x17)EXTERIOR ELEVATION FACE D
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
3 TON BARD WALL MOUNT AC CONDITIONER (#W36-AC-A0ZXPXXXX)2 EXTERIOR FACE C 9'-1" (TOP)
LED EXTERIOR WALL PACK LIGHT FIXTURES 1 EXTERIOR FACE A 7'-0"
1
2
06/16/2025
S
12'-0"
EXTERIOR SHELTER
11'-312"
INTERIOR SHELTER WALL
414"
8'
-
0
"
EX
T
E
R
I
O
R
S
H
E
L
T
E
R
7'
-
3
12"
IN
T
E
R
I
O
R
S
H
E
L
T
E
R
W
A
L
L
41
4"
414"
4
4
3'
-
0
"
TIE-DOWN CONNECTION
PLATE 4 TOTAL (TYP.)
±2'-0"
SITE PRO1 E1447
(4X4 PORT HOLES)
414"
3
3
S
3 3GF
C
I
1
2
5
6
SS
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-5
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
FLOOR PLAN
LAYOUT
1SCALE: 3/8" = 1'-0" (11x17)FLOOR PLAN
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
200AMP MAIN BREAKER, 120/240V SINGLE PHASE, 40 SPACE AC
DISTRIBUTION PANELS 1 INTERIOR WALL E 4'-5" (CENTER)
ACCESS CONTROL 1 INTERIOR WALL H 4'-5" (CENTER)
4' LED LIGHT FIXTURES 4 INSIDE SHELTER CEILING 9'-0"
3 TON BARD WALL MOUNT AC CONDITIONER (#W36-AC-A0ZXPXXXX)2 EXTERIOR FACE C 9'-1" (TOP)
COMMSTAT 4 CONTROLLER FOR HVAC 1 INTERIOR WALL G 4'-5" (CENTER)
1
2
3
4
5
6
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
RED LED EXIT SIGN /EMERGENCY LIGHT 1 ABOVE ENTRANCE DOOR (INSIDE)
INTERIOR FACE A 8'-2"
DETECTOR SMOKE WITH JUNCT BOX, DETECTOR SMOKE, 120VAC,
GENTEX, 7100F 1 INSIDE SHELTER CEILING 9'-0"
SURGE SUPPRESSORS AND CONNECT TO MAIN BREAKER PANEL
LIMIT CONDUCTOR LENGTH TO 10"1 INSIDE SHELTER NEXT TO PANEL 3'-2" (CENTER)
DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH COVERPLATE
MOUNTED VERTICALLY 4 INTERIOR WALL E, F, G, & H 18" ABOVE FLOOR
GFCI DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH
WEATHERPROOF COVER PLATE MOUNTED VERTICALLY 1 EXTERIOR FACE B 18" ABOVE FLOOR
LED EXTERIOR WALL PACK LIGHT FIXTURES 1 EXTERIOR FACE A 7'-0"
SINGLE POLE WALL LIGHT SWITCH BOX OCCUPANCY SENSOR 1 INTERIOR FACE E 48", UNO
GROUND BUS BAR 2 INTERIOR WALL E & G BELOW ENTRY
PORT
S
SS
GFCI
S
06/16/2025
S
11'-312"
INTERIOR SHELTER WALL
1
3
4
7'
-
3
12"
IN
T
E
R
I
O
R
S
H
E
L
T
E
R
W
A
L
L
GF
C
I
5'-73 4"2'-97 8"2'-97 8"
1'
-
7
116
"
1'
-
1
1
11
16
"
3'
-
9
116
"
1 1 1
4
4
4
S
1'-6"2'-2"2'-1"2'-2"2
2 2
2
SS
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-6
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 3/8" = 1'-0" (11x17)FLOOR PLAN - LIGHTING DESIGN
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
FLOOR PLAN -
LIGHTING DESIGN
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
DOUBLE DUPLEX RECEPTACLE (QUAD), 20A, 125V, NEMA 5-20R, WITH
COVERPLATE MOUNTED VERTICALLY 4 INSIDE SHELTER CEILING 9'-212" (TOP)
TWIST-LOCK (L5-30R), 30A, 120/240 V, WITH COVER PLATE MOUNTED
VERTICALLY 4 INSIDE SHELTER CEILING 9'-212" (TOP)
RED LED EXIT SIGN /EMERGENCY LIGHT 1 ABOVE ENTRANCE DOOR (INSIDE)
INTERIOR FACE E 8'-2"
4' LED LIGHT FIXTURES 4 INSIDE SHELTER CEILING 9'-0"
DETECTOR SMOKE WITH JUNCT BOX, DETECTOR SMOKE, 120VAC,
GENTEX, 7100F 1 INSIDE SHELTER CEILING 9'-0"
SURGE SUPPRESSORS AND CONNECT TO MAIN BREAKER PANEL LIMIT
CONDUCTOR LENGTH TO 10"1 INSIDE SHELTER NEXT TO PANEL 3'-2"
DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH COVERPLATE
MOUNTED VERTICALLY 4 INTERIOR WALL E, F, G, & H 18" ABOVE FLOOR
GFCI DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH
WEATHERPROOF COVER PLATE MOUNTED VERTICALLY 1 EXTERIOR FACE C 18" ABOVE FLOOR
LED EXTERIOR WALL PACK LIGHT FIXTURES 1 EXTERIOR FACE A 7'-0"
SINGLE POLE WALL LIGHT SWITCH BOX OCCUPANCY SENSOR 1 INTERIOR FACE E 48", UNO
1
2
3
S
SS
GFCI
S
4
06/16/2025
S
11'-312"
INTERIOR SHELTER WALL
2
7'
-
3
12"
IN
T
E
R
I
O
R
S
H
E
L
T
E
R
W
A
L
L
GF
C
I
1
1
SS
S
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-7
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 3/8" = 1'-0" (11x17)FLOOR PLAN - HVAC DESIGN
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
FLOOR PLAN -
HVAC
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
3 TON BARD WALL MOUNT AC CONDITIONER (#W36-AC-A0ZXPXXXX)2 EXTERIOR FACE C 9'-1" (TOP)
COMMSTAT 4 CONTROLLER FOR HVAC 1 INTERIOR WALL E 4'-5" (CENTER)
JUNCTION BOXES 6 INTERIOR WALL G TBD
SURGE SUPPRESSORS AND CONNECT TO MAIN BREAKER PANEL LIMIT
CONDUCTOR LENGTH TO 10"1 INSIDE SHELTER NEXT TO PANEL 3'-2" (CENTER)
DETECTOR SMOKE WITH JUNCT BOX, DETECTOR SMOKE, 120VAC,
GENTEX, 7100F 1 INSIDE SHELTER CEILING 9'-0"
1
2
3
SS
S
06/16/2025
2'
-
1
0
"
S
11'-312"
INTERIOR SHELTER WALL
7'
-
3
12"
IN
T
E
R
I
O
R
S
H
E
L
T
E
R
W
A
L
L
GF
C
I
1'
-
6
"
2'
-
1
1
"
5'-2"1'-0"5'-2"
SS
S
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-8
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 3/8" = 1'-0" (11x17)FLOOR PLAN - CABLE TRAY
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
FLOOR PLAN -
CABLE TRAY
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
06/16/2025
2
6"
4'
-
5
"
8'
-
1
1
12"
CE
I
L
I
N
G
H
E
I
G
H
T
1'
-
6
"
7'-312"
INTERIOR WALL
8'
-
0
"
2'-11"
1
5
4'
-
0
"
4
3
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-9
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 1/2" = 1'-0" (11x17)INTERIOR ELEVATION FACE A
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
INTERIOR
ELEVATION
FACE E
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH COVERPLATE
MOUNTED VERTICALLY 1 INTERIOR WALL E 18" ABOVE FLOOR
RED LED EXIT SIGN /EMERGENCY LIGHT 1 ABOVE ENTRANCE DOOR (INSIDE)
INTERIOR FACE A 8'-2"
200AMP MAIN BREAKER, 120/240V SINGLE PHASE, 40 SPACE AC
DISTRIBUTION PANELS 1 INTERIOR WALL E 4'-5" (CENTER)
SINGLE POLE WALL LIGHT SWITCH BOX OCCUPANCY SENSOR 1 INTERIOR WALL E 48", UNO
SURGE SUPPRESSORS AND CONNECT TO MAIN BREAKER PANEL (ONE
PER ROOM) LIMIT CONDUCTOR LENGTH TO 10"1 INSIDE SHELTER NEXT TO PANEL 3'-2" (CENTER)
1
2
3
4
5
06/16/2025
9'
-
0
"
CE
I
L
I
N
G
H
E
I
G
H
T
5'-8"
11'-312"
INTERIOR SHELTER WALL
1
ENTRY PANEL (WAVEGUIDE)
WALL OPENING
4'-10"1'-8"
WALL
OPENING
4'-10"
1'
-
6
"
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-10
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 1/2" = 1'-0" (11x17)INTERIOR ELEVATION FACE B
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
INTERIOR
ELEVATION
FACE F
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH COVERPLATE
MOUNTED VERTICALLY 1 INTERIOR WALL F 18" ABOVE FLOOR1
06/16/2025
4'
-
4
9
16
"
8'
-
1
1
12"
CE
I
L
I
N
G
H
E
I
G
H
T
2
7'-312"
INTERIOR WALL
89 16"2'-4116"
1'
-
1
15
16
"
1'
-
5
15
16
"
8116
"
1'
-
3
116
"
3
3'-8"
1
1'
-
6
"
1
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-11
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 1/2" = 1'-0" (11x17)INTERIOR ELEVATION FACE C
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
INTERIOR
ELEVATION
FACE G
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
3 TON BARD WALL MOUNT AC CONDITIONER (#W36-AC-A0ZXPXXXX)2 EXTERIOR FACE C 9'-1" (TOP)
DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH COVERPLATE
MOUNTED VERTICALLY 1 INTERIOR WALL G 18" ABOVE FLOOR
COMMSTAT 4 CONTROLLER FOR HVAC 1 INTERIOR WALL G 4'-5" (CENTER)
1
2
3
06/16/2025
9'
-
0
"
CE
I
L
I
N
G
H
E
I
G
H
T
4'-05 16"
11'-312"
INTERIOR SHELTER WALL
1
ENTRY PANEL
(WAVEGUIDE) WALL
OPENING
4'-10"1'-8"
WALL
OPENING
4'-10"
4'
-
5
"
2
12" DIA. EMT
CONDUIT TYP.
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-12
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: 1/2" = 1'-0" (11x17)INTERIOR ELEVATION FACE D
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
INTERIOR
ELEVATION
FACE H
CELLSITE SHELTER KEY
D
A
B
C
H
E
F
G
LIGHTING & ELECTRICAL DEVICE SYMBOLS
SYMBOL DESCRIPTION QTY.
MOUNTING
LOCATION HEIGHT
DUPLEX RECEPTACLE, 20A, 125V, NEMA 5-20R, WITH COVERPLATE
MOUNTED VERTICALLY 1 INTERIOR WALL H 18" ABOVE FLOOR
ACCESS CONTROL 1 INTERIOR WALL H 4'-5" (CENTER)
1
2
06/16/2025
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-13
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
CABLE TRAY
DETAILS
1SCALE: N.T.S.TYPICAL MOUNTING FOR CABLE RACK
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMERMATERIAL LIST
SR NO.QTY DESCRIPTION PART NO
1 4 SPLICE CLAMP 11188
2 12 BOLT 11173
3 14 NUT 11183
4 24 CORNER CLAMP 11189
5 12 BOLT 11172
6 10 4 1/2" KINDORF CHANNEL 10000
7 20 5/8" - 11 THREADED ROD 11635
8 20 SQUARE NUT - 5/8"10205
9 20 SQUARE WASHER 11519
10 20 BRACKET 11178
11 60 NUT TAP CON 11184
12 62 TAP CON 12909
13 4 18" CABLE RACK 11193
14 8 J - BOLT 11175
15 8 LOCK WASHER 11507
16 8 NUT 11470
17 4 END CAPS 22705
18 8 1s" X 1S" W" X 4" ANGLE 192777
19 6 21" UNISTRUT 10000
20 25 2- HOLE LUG W/ #6 WIRE 21023
21 20 PLASTIC PROTECTION CAP 22061
22 50 1/4" X 1" BOLT 11477
23 62 1/4" X 1" FENDER FLAT WASHER 11513
24 0 BRACKET, WALL CUP- 7/16" HOLE 11963
2
2
14
18
12
6
8
23
9
13
1
1
1
15
16
17
17
16
15
15
16
22
22
22 3
22
20
20 20
5
4
4
4 5
13
12
12
7
10
11
21
1110
11
7
21
11
18
15
16
15
16
1223
24
12
12
12
12
12
24
24
24
24
24
23
23
23
23
6
23
8
12
9
13
23
12
11
23
12
11
15
16
3
NOTES:
1.ALL CABLE TRAY MEASUREMENTS ARE ACCURATE
WITHIN ± 1/4".
2.BOTTOM OF CABLE RACK TO BE MOUNTED 94" (CABLE
RACK 2" HEIGHT) A.F.F.
3.CABLE TRAY SHALL NOT CAME IN CONTACT WITH
ANY OTHER METAL PARTS IN SHELTER.
23
12
12
23
23
06/16/2025
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-14
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
PANEL
SCHEDULE
1SCALE: N.T.S.
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
R
Call before you dig.
below.Know what's
ONE-LINE DIAGRAM & PANEL SCHEDULE 1
ONE-LINE DIAGRAM NOTES:
1.ALL GROUNDING TO CONFORM TO ARTICLE 250 OF THE NEC.
2.WIREWAYS CARRYING 3 OR MORE CURRENT CARRYING CONDUCTORS SHALL
BE DERATED PER TABLE 310-15 (B) (3) (a) OF THE APPLICABLE EDITION OF THE
NEC.
3.CONDUIT FILL IS BASED ON CHAPTER 9, APPENDIX C OF THE NEC.
4.INCLUD THE NEUTRAL TO GROUND BOND SCREW TO BE DONE ON SITE BY
OTHERS.
PANEL CIRCUIT & LOAD SCHEDULE (PER EQUIPMENT ROOM)- POWER PANEL (LC PP1)
LOAD LOAD PER
PHASE (VA)
TR
I
P
PO
L
E
S
WI
R
E
S
I
Z
E
A.
I
.
C
.
WI
R
E
T
Y
P
E
WI
R
E
T
Y
P
E
A.
I
.
C
.
WI
R
E
S
I
Z
E
PO
L
E
S
TR
I
P
LOAD PER
PHASE (VA)
CKT.
NO.DESCRIPTON QT
Y
.
PHASE PHASE
QT
Y
.
DESCRIPTON CKT.
NO.A B A B
1
HVAC #1 1
3288
40 2 8 10K THHN THHN 10K 8 2 40
3288
1 HVAC #2
2
3 3288 3288 4
5
SURGE PROTECTION DEVICE 1
180
30 2 8 10K THHN THHN 10K 10 2 20
15
1 POWER FAIL RELAY
6
7 180 15 8
9 LIGHTS 1 132 20 1 12 10K THHN THHN 10K 12 1 20 720 1 RECEPTACLES 10
11 SMOKE DETECTOR 1 45 20 1 12 10K THHN THHN 10K 12 1 20 180 1 GFCI 12
13 QUAD RECEPTACLES 1 1 720 20 1 12 10K THHN THHN 10K 12 1 20 720 1 QUAD RECEPTACLES 2 14
15 QUAD RECEPTACLES 3 1 720 20 1 12 10K THHN THHN 10K 12 1 20 720 1 QUAD RECEPTACLES 4 16
17 L5-30 TWISTLOCK RECEPTACLE 1 1 1500 30 1 10 10K THHN THHN 10K 12 1 30 1500 1 L5-30 TWISTLOCK RECEPTACLE 2 18
19 L5-30 TWISTLOCK RECEPTACLE 3 1 1500 30 1 10 10K THHN THHN 10K 12 1 30 1500 1 L5-30 TWISTLOCK RECEPTACLE 4 20
21 SPARE 2 SPARE 22
23 SPARE 3 SPARE 24
25 SPARE 4 SPARE 26
27 SPARE 5 SPARE 28
29 SPARE 1 SPARE 30
31 SPARE 1 SPARE 32
33 SPARE 1 SPARE 34
35 SPARE 1 SPARE 30
37 SPARE 1 SPARE 38
39 SPARE 1 SPARE 40
41 SPARE 1 SPARE 42
SUBTOTAL 5820 5733 6243 5703 SUBTOTAL
VOLTAGE: 120 / 240 CYCLE: 60 WIRES: 3 12063 11436 TOTAL VA PER PHASE
NEUTRAL: 200 AMPS 100.5 95.3 AMPS PER PHASE
MAIN BREAKER: 200 AMP FRAME TRIP: 200 AMPS 23.5 TOTAL KVA
MAIN LUGS: AMPS MAIN COPPER BUS: 200 AMPS
MAIN: 42 BREAKERS TOP
06/16/2025
1/2" RIGID NIPPLE FOR CABLE ROUTING
4 SQ JUNCTION BOX ON INTERIOR SIDE FOR CONNECTION
TO ACCESS CONTROL SYSTEM
SG WEATHERPROOF BOX
FOR CARD READER
DRILL THROUGH WALL INTO DOOR
FRAME FOR ELECTRIC STRIKE WIRING
SG WEATHERPROOF BOX
EXISTING GRADE EXISTING GRADE
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-15
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
SCALE: N.T.S.
ACCESS CONTROL
DOOR DETAIL NTS
2SCALE: N.T.S.ACCESS CONTROL DOOR DETAIL - WALL ELEVATION ACCESS CONTROL DOOR DETAIL - FRONT ELEVATION1SCALE: N.T.S.1SCALE: N.T.S.
06/16/2025
1SCALE: N.T.S.HVAC DETAILS
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-16
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
HVAC DETAILS
06/16/2025
1SCALE: N.T.S.
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-17
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
1SCALE: N.T.S.EXTERIOR LIGHT DETAILS
EXTERIOR LIGHT
DETAILS
06/16/2025
1SCALE: N.T.S.LED DETAILS
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-18
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
LED DETAILS
06/16/2025
1SCALE: N.T.S.SURGE DETAILS
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-19
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
SURGE
DETAILS
06/16/2025
1SCALE: N.T.S.LOAD CENTER DETAILS
THESE EXISTING DRAWINGS WERE BASED UPON
SPECIFIC INFORMATION PROVIDED BY THE CLIENT.
SGS TOWERS IS NOT RESPONSOBLE FOR SHELTER
DESIGN & DIMENSIONS. ORIGINAL SHELTER DESIGN
DRAWINGS REFER TO GN-1 FOR MODEL & DRAWING #.
DISCLAIMER
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
C-20
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
LOAD
CENTER
DETAILS
06/16/2025
MASTER GROUND BAR BUILDING STEEL EMBED
SECTION A-A
#2 AWG GREEN WELDING
CABLE TO BUILDING STEEL
BUILDING STEEL EMBED
W/ 3/8" x1 1/4" COUPLING
P/N/ 223107
3/8" FLAT WASHER
P/N/ 168031
3/8" BELLVILLE
WASHER
P/N/ 168120
3/8" COPPER
HEX NUT
P/N/ 168205
3/8" x 6" COPPER
ALL THREAD
P/N/ 168134
SINGLE HOLE
#3 LUG
P/N/ 400381
BUILDING STEEL EMBED
W/ 3/8" x1 1/4" COUPLING
P/N/ 223107
LUG, 1H, #3, BRN,
3/8" HOLE, FLARED
LUG,2H,#3 BRN,3/8" BOLT,
1" C/C, LBFW
WIRE, #3 SOLID COPPER,
BARE, TINNED
LUG,2H,#1 GRN,3/8" HOLE,
1" C/C, LBFW
G-BAR, GALV,
4"x12"x1/4",
ANTI-THEFT
WIRE, #3 THHN,
STRAND, GRN
G-BAR, GALV,
4"x12"x1/4",
ANTI-THEFT
VZ
N
S
T
E
E
L
B
A
R
DO
N
O
T
R
E
C
Y
C
L
E
VZ
N
S
T
E
E
L
B
A
R
DO
N
O
T
R
E
C
Y
C
L
E
VZ
N
S
T
E
E
L
B
A
R
DO
N
O
T
R
E
C
Y
C
L
E
VZ
N
S
T
E
E
L
B
A
R
DO
N
O
T
R
E
C
Y
C
L
E
1SCALE: N.T.S.
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
G-1
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
INTERIOR GROUND BAR DETAIL
INTERIOR
GROUND BAR
DETAIL
06/16/2025
1'
-
6
"
8'
-
0
"
OU
T
T
O
O
U
T
C
O
N
C
R
E
T
E
F
O
U
N
D
A
T
I
O
N
#4
B
E
N
T
B
A
R
S
P
A
C
E
@
A
B
T
.
2
4
"
=
5
'
-
0
"
(5
E
A
C
H
S
H
O
R
T
S
I
D
E
,
10
T
O
T
A
L
)
12'-0"
OUT TO OUT CONCRETE FOUNDATION
#4 BENT BAR SPACE @ ABT 24" = 9'-0"
(6 EACH LONG SIDE, 12 TOTAL)
1'-6"1'-6"
1'
-
6
"
#4 HORZ. BARS
(2 TOTAL PER SIDE)
#4 CORNER BARS
TOP & BOTTOM
(12 TOTAL, 3 PER
CORNER)
6"
(TYP.)
6"
(TYP.)
6"
(T
Y
P
.
)
6"
(T
Y
P
.
)
1'
-
0
"
FO
O
T
I
N
G
(T
Y
P
.
)
3'
-
0
"
6"
2'
-
6
"
6"
1'-0"
6" CHAMFER
(TYP.)
EXCAVATE 6" OF EXISTING SOIL AND
REPLACE WITH COMPACTED CRUSHED
CLASS 5 ENGINEERED FILL
UNDISTURBED
SOIL
3 4" x 45° CHAMFER
(TYP.)
#4 HORZ. BARS @
ABT. 12" SPACING
(3 TOTAL PER SIDE)
FINISH GRADE
#4 BENT BARS @
24" SPACING
12'-0"
OUT TO OUT CONCRETE SLAB
6" THK. CONCRETE
SLAB
3"
CLR.
3"
CLR.
#4 BAR SPACE @ ABT 24" = 11'-6"
HORIZONTAL & VERTICAL 7 TOTAL 12" EXPANSION JOINT
3"
CL
R
.
5'-0" x 6'-0" X 11" THK CONCRETE
STOOP. #4 HORZ. BARS @ ABT 12"
SPACING (14" SLOPE PER FOOT)
FOOTING
12'-0"
OUT TO OUT CONCRETE FOUNDATION
#4 CORNER BARS
(4 TOTAL, 1 PER
CORNER)
#4 BAR SPACE @ ABT. 24" = 11'-6"
7 TOTAL
3"
CLR.
3"
CLR.
8'
-
0
"
OU
T
T
O
O
U
T
C
O
N
C
R
E
T
E
F
O
U
N
D
A
T
I
O
N
#4
B
A
R
S
P
A
C
E
@
A
B
T
.
2
4
"
=
7
'
-
6
"
6
T
O
T
A
L
3"
CL
R
.
3"
CL
R
.
12" EXPANSION
JOINT
5'-0" x 6'-0" X 11" THK CONCRETE
STOOP. #4 HORZ. BARS @ ABT 12"
SPACING (14" SLOPE PER FOOT)
3 S-
1
6'
-
0
"
3'
-
4
"
73
4"
5'-012"
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
NA
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
SHELTER
FOUNDATION
DESIGN
SCALE: 1/2" = 1'-0" (11x17)
1SCALE: 1/4" = 1'-0" (11x17)2SHELTER FOUNDATION DESIGN - PLAN VIEW @ SLABSHELTER FOUNDATION DESIGN - PLAN VIEW @ FOOTING SCALE: 1/4" = 1'-0" (11x17)
3
NOTE:
FOR ALL DETAILS SEE CONCRETE NOTES,
ON SHEET S-2.
SHELTER FOUNDATION DESIGN - ELEVATION VIEW (SECTION DETAIL)
PRIOR TO FOUNDATION INSTALL CONFIRM WITH
CELLSITE PROJECT MANAGER @ 319-826-3404 FOR
OVERALL SHELTER DIMENSION BEFORE INSTALL &
FROST DEPTH. THIS EXAMPLE SHOWS THE FROST
DEPTH IN 2'-6" AREAS. CONFIRM WITH LOCAL CODES
DISCLAIMER
NOTE:
CONTRACTOR SHALL CONTACT CELLSITE
PROJECT MANAGER @ 319-826-3404 FOR STOOP
LOCATION, SIZE & TYPES OF STOOP.
06/16/2025
UNIVERSAL LIFTING
FOUNDATION
SHELTER
FLOOR
WA
L
L
2'-412"
(4)12"x12"x12" TIE DOWN PLATES
1'-0"
1'
-
0
"
2"
4"4"2"
7"
4"
3"6"3"
3"
(2) 15 16"
DIAMETER HOLES
(2) 1116"
DIAMETER HOLES
NEW 5 8" DIA. HILTI KWIK
BOLT 3 (312" EMBEDMENT)
2 PER PLATE, 8 TOTAL)
TIE DOWN BOLTS
(2 PER PLATE, 8 TOTAL)
TIE DOWN PLATE
(SEE DETAIL BELOW)
1'-6"
2'
-
6
"
2
"
D
I
A
.
2'-0"
2'
-
0
"
2" DIA.
BENT CORNER
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
SHEET NUMBER
SHEET TITLE
NA1
REVISION
2
I HEREBY CERTIFY THAT THIS ENGINEERING
DOCUMENT WAS PREPARED BY ME OR UNDER
MY DIRECT PERSONAL SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF COLORADO
REVISIONS
14708 CUSTER RD., SUITE 102
OMAHA, NE 68138
(402) 575-8885
FBND-0812S-0649
LANDFILL
8'-0" x 12'-0"
PRECAST CONCRETE
SHELTER DRAWINGS
FBND-0812S-0649
SGS# : 2507691
REV.DATE
ISSUED FOR
CONSTRUCTION
DESCRIPTION
NJS004/24/25
QA
TJ
BY
REVISION NJS105/12/25 TJ
REVISION NJS206/13/25 AK
CONCRETE & REINFORCING STEEL NOTES
1.AIR ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260.
2.HOT WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH ACI 305R. COLD WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH ACI 306.1.
3.CONCRETE SHALL BE PLACED WITHIN 24 HOURS OF EXCAVATION INSPECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXPOSED
EXCAVATIONS PRIOR TO CONCRETE PLACEMENT.
4.ALL WORK SHALL COMPLY WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS NOTED OTHERWISE, THE LATEST EDITION OF ACI 318 "BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE".
5.IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE AFFECTED.
6.TAKE ALL MEASURES NECESSARY TO AVOID DAMAGING EXISTING REINFORCING BARS DURING DRILLING OPERATIONS. NOTIFY SGS TOWERS
IMMEDIATELY IF EXISTING REINFORCING BARS ARE ENCOUNTERED AND INTERFERE WITH PROPOSED PAD EXTENSION. MINOR ADJUSTMENT TO
PROPOSED LOCATION OF NEW ANCHORS MAY BE REQUIRED.
7.TEMPORARY REMOVAL/PERMANENT RELOCATION OF THE GROUND EQUIPMENT MAY BE REQUIRED. THE GC SHALL OBTAIN THE TOWER OWNER'S
PERMISSION PRIOR TO TEMPORARY REMOVAL/PERMANENT RELOCATION.
8.CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO PROTECT EXISTING STRUCTURES, FOUNDATIONS AND UTILITIES DURING EXCAVATION AND
CONSTRUCTION OF THE FOUNDATIONS.
9.CONTRACTOR SHALL NOT UNDERCUT THE EXISTING FOUNDATION.
10.BACKFILL IS TO BE MADE IN LIFTS NOT TO EXCEED 8 INCHES. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 110 PSF OR THE NET WEIGHT SPECIFIED
IN THE GEOTECH REPORT AS DETERMINED BY ASTM D-698 SPECIFICATIONS USING VIBRATORY PLATE. EXCAVATED AREA TO HAVE A MINIMUM 6" MOUND
ABOVE NATURAL GROUND SURFACE WHEN COMPLETED. NO FROZEN MATERIAL, LARGE ROCKS OR ORGANIC MATERIAL IS TO BE USED FOR BACKFILL.
11.REINFORCING STEEL SHALL BE DETAILED, FABRICATED, BENT AND PLACED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND THE
ACI 315 (LATEST EDITION).
12.SPACING DEVICES SHALL BE USED AS REQUIRED TO MAINTAIN THE SIDE AND BOTTOM CLEARANCE BETWEEN THE STEEL REINFORCEMENT AND
EXCAVATION.
13.CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY
DISCREPANCIES TO ENGINEER BEFORE PROCEEDING WITH WORK.
14.DUE CARE SHALL BE EXERCISED DURING EXCAVATION SUCH THAT EXISTING UTILITIES ARE NOT DAMAGED. ANY BROKEN OR DAMAGED UTILITIES SHALL
BE REPAIRED OR REPLACED BY THE CONTRACTOR.
15.ALL WATER SHALL BE REMOVED FROM THE BOTTOM OF THE EXCAVATION BEFORE PLACING CONCRETE.
16.ALL UNSUITABLE MATERIAL (BRICK FRAGMENTS, ASPHALT, CONCRETE BOULDERS, ETC.) WITHIN THE SLAB AREA AND EXCAVATION SHALL BE REMOVED
FROM THE SITE.
17.CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 318 AND THE SPECIFICATION FOR CAST IN PLACE CONCRETE.
18.ALL CONCRETE SHALL HAVE A MINIMUM OF 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI AIR CONTENT, AGGREGATE MAX SIZE OF AIR 3/4" OR LESS.
19.REINFORCING REBAR SIZE (SEE REINFORCING SCHEDULE FOR SIZE).
20.LOCATE ALL SLEEVES, OPENINGS, AND EMBEDDED ITEMS, ETC., AS INDICATED ON THE DRAWINGS. THE CONCRETE CONTRACTOR SHALL CHECK WITH
OTHER TRADES TO MAKE SURE THE SLEEVES, OPENINGS, AND EMBEDDED ITEMS THAT ARE TO BE PROVIDED AND SET BY THEM ARE IN PLACE PRIOR TO
PLACING OF CONCRETE IN THE AREA INVOLVED.
21.ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3 4" X 45° CHAMFER.
22.COLD WEATHER CONCRETE: COLD WEATHER CONCRETE SHALL COMPLY WITH ACI 306. THE TEMPERATURE OF CONCRETE AT THE TIME OF MIXING SHALL
BE NOT LESS THAN INDICATED IN THE FOLLOWING TABLE FOR CORRESPONDING OUTDOOR TEMPERATURE EXISTING AT THE TIME OF PLACEMENT.
OUTDOOR TEMPERATURE CONCRETE TEMPERATURE
BELOW 30°F 70°F
BETWEEN 30°F AND 45°F 60°F
ABOVE 45°F 45°F
23.WHEN DEPOSITED, THE TEMPERATURE OF HEATED CONCRETE SHALL NOT BE OVER 80°F.
24.WHEN FREEZING TEMPERATURES MAY BE EXPECTED DURING CURING PERIODS, SUITABLE MEANS SHALL BE PROVIDED FOR MAINTAINING THE CONCRETE
AT TEMPERATURES OF NOT LESS THAN 50°F FOR 5 DAYS OR 70°F FOR 3 DAYS AFTER THE CONCRETE IS PLACED. CONCRETE AND ADJACENT FORM
SURFACES SHALL BE KEPT MOIST AT ALL TIMES. SUDDEN COOLING OF CONCRETE WILL NOT BE PERMITTED.
25.THE CONTRACTOR SHALL USE CONCRETE WITH A MIX DESIGN VALUES IN LINE WITH PROJECT REQUIREMENTS. SUBMISSION AND ACCEPTANCE OF MIX
DESIGN SHALL BE DONE IN THE PERIOD LEADING UP TO THE POUR TO ALLOW FOR PROPER REVIEW. VALUES SUCH AS SLUMP, STRENGTH, AND AIR
CONTENT SHALL FALL WITHIN THE ACCEPTABLE GUIDELINES SET FORTH BY THE PROJECT DESIGN.
26.CONTRACTOR SHALL FOLLOW GUIDANCE ON BENCHING OR HANGING THE REBAR PRIOR TO THE POUR. VERIFY BAR THAT EXCEEDS THE COMPRESSIVE
STRENGTH OF CONCRETE TO BE PLACED.
27.CONTRACTOR SHALL PLACE CONCRETE VIA A TREMIE PIPE OR LINE WHEN DROP HEIGHT EXCEEDS 5 FEET. SLUMP OF THE CONCRETE DURING THE
PLACEMENT PROCESS SHOULD BE HIGH ENOUGH TO ENSURE PROPER FLOW AND DISTRIBUTION. IF HIGHER SLUMP VALUES ARE REQUIRED BEYOND THE
RANGE SET FORTH BY THE PROJECT DESIGN, AN ADD MIXTURE SUCH AS SUPERPLASTIZER SHOULD BE ADDED ONSITE TO ACHIEVE GREATER
WORKABILITY OF THE CONCRETE.
REBAR
SCHEDULE &
NOTES
2REBAR SCHEDULE NOTES1
1UNIVERSAL LIFTING & TIE-DOWN PLATE
REINFORCING SCHEDULE
(QUANTITY FOR FOOTING & SLAB)
QTY.
REQ'D
BAR
SIZE
DIA.
(in.)LENGTH TYPE SHAPE
FOOTING
6 #4 0.500 9'-4"STRAIGHT
6 #4 0.500 11'-4"STRAIGHT
22 #4 0.500 4'-0"BENT
12 #4 0.500 4'-0"CORNER
SLAB
7 #4 0.500 9'-6"STRAIGHT
6 #4 0.500 11'-6"STRAIGHT
4 #4 0.500 4'-0"CORNER
06/16/2025