Technical Exhibit B- Drawings_20-B-0016.pdf
PDF 10 MB Posted
- Attached to
- Amendment 02 Construct New Building to Support Rapid Refuel Point at North Fort Hood, Texas
- Solicitation number
- W91151-20-B-0016
About this file
This solicitation seeks bids to construct a new facility to support future Rapid Refuel Point at North Fort Hood, Texas. The scope of work includes structural, architectural, mechanical, plumbing, electrical, HVAC, and fire alarm/mass notification systems work as well as miscellaneous site work. The magnitude of the procurement is estimated between $1,000,000 and $5,000,000. This is a 100% total small business set-aside issued by Mission and Installation Contracting Command Fort Hood. The wage determination is TX20200230 and the performance period is 365 days after notice to proceed. The bid opening is September 21, 2020. Interested parties must be registered in SAM and ensure their information is current. The point of contact is Aheisha Crooks and questions can be directed to her email.
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RAPID REFUEL POINT OPERATIONS
OPERATIONS BUILDING
FORT HOOD, TEXAS
P2: 481172
CORRECTED FINAL SUBMITTAL
FO
R
T H O
O D
, TEXAS US ARMY CORPS
OF ENGINEERS
FORT WORTH DISTRICT
DATED: MARCH 2020
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SIGNATURES AFFIXED BELOW INDICATE
OFFICIAL RECOMMENDATION AND APPROVAL OF
ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
APPROVAL RECOMMENDED BY:
CHIEF, ENGINEERING BRANCH DATE
This project was designed by the Fort Worth District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152
NOT FOR CONSTRUCTION
SHEET
NUMBER
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PLOT DATE:
2 3 4 5 6 7 8 9 10
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Fort Worth District
FILE PATH:
3/26/2020 3:03:39 PM
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GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
G-101 VICINITY MAP
INDEX OF DRAWINGS
ARCHITECTURE
A-001 GENERAL NOTES, ABBREVIATIONS
A-002 ABA STANDARDS AND MOUNTING HEIGHTS
A-101 FLOOR PLAN
A-131 REFLECTED CEILING PLAN
A-151 ROOF PLAN
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-310 WALL SECTIONS I
A-410 ENLARGED RESTROOM PLANS AND ELEVATIONS
A-411 ENLARGED RESTROOM PLANS AND ELEVATIONS II
A-412 ENLARGED PLANS AND ELEVATIONS
A-501 EXTERIOR DETAILS
A-511 PLAN DETAILS I
A-521 ROOF DETAILS I
A-522 ROOF DETAILS II
A-540 OPENING DETAILS
A-541 OPENING DETAILS II
A-561 CEILING DETAILS
A-601 PARTITION TYPES
A-602 DOOR AND WINDOW SCHEDULE
A-701 MILLWORK DETAILS
INTERIORS
I-101 FURNITURE FLOOR PLAN
I-601 INTERIOR FINISH SCHEDULE
I-611 SIGNAGE SCHEDULE
ELECTRICAL
E-001 ELECTRICAL LEGEND
EG101 LIGHTNING PROTECTION PLAN
EG501 GROUNDING DETAILS 1
EG502 GROUNDING DETAILS 2
EG503 GROUNDING DETAILS 3
EG504 GROUNDING DETAILS 4
EG601 GROUNDING RISER DIAGRAM
EL001 LIGHTING FIXTURE SCHEDULE & CONTROL STRATEGIES
EL101 LIGHTING PLAN
EL501 LIGHTING DETAILS 1
EL502 LIGHTING DETAILS 2
EL602 LIGHTING CONTROL WIRING DIAGRAM
EP101 POWER PLAN
EP111 EQUIPMENT POWER PLAN
EP401 MECHANICAL EQUIPMENT CONNECTION SCHEDULE
EP501 PANEL SCHEDULES
EP601 POWER RISER DIAGRAM
ET101 TELECOMMUNICATION PLAN
ET501 TELECOMMUNICATIONS DETAILS 1
ET502 TELECOMMUNICATIONS DETAILS 3
ET601 TELECOMMUNICATIONS RISER DIAGRAM
ED101 EXTERIOR TELECOMMUNICATIONS DEMOLITION PLAN
ED102 ELECTRICAL/COMMUNICATIONS DEMOLITION PLAN 2
ES101 ELECTRICAL DISTRIBUTION PLAN 1
ES102 ELECTRICAL DISTRIBUTION PLAN 2
ES103 ELECTRICAL DISTRIBUTION PLAN 3
ES104 ELECTRICAL DISTRIBUTION PLAN 4
ES501 UNDERGROUND DUCT DETAILS
ES502 PAD MOUNTED TRANSFORMER DETAILS
FIRE ALARM
FA001 FIRE ALARM LEGEND
FA101 FIRE ALARM PLAN
FA501 FIRE ALARM DETAIL1
FA601 FIRE ALARM RISER DIAGRAM
FA602 FIRE ALARM OPERATIONS MATRIX
PLUMBING
P-001 PLUMBING LEGEND
PL101 SANITARY SEWER PLUMBING PLAN
PP101 DOMESTIC WATER PLUMBING PLAN
P-401 MECHANICAL ROOM PLAN
P-402 ENLARGED PLUMBING PLANS
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING SCHEDULE
CIVIL
C-001 GENERAL NOTES
C-002 LEGEND AND ABBREVIATIONS
CE101 EXISTING CONDITIONS
CE102 EXISTING CONDITIONS 2
CS101 SITE PLAN
CG101 GRADING PLAN
CU101 UTILITY PLAN
CU102 UTILITY PLAN 2
C-501 GENERAL DETAILS
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES I
S-002 GENERAL STRUCTURAL NOTES II
S-101 FOUNDATION PLAN
S-111 FRAMING PLAN
S-301 FOUNDATION SECTIONS
S-501 FOUNDATION DETAILS I
S-502 FOUNDATION DETAILS II
S-511 FRAMING DETAILS I
S-512 FRAMING DETAILS II
S-601 SCHEDULES
MECHANICAL
M-001 MECHANICAL LEGEND
MH101 MECHANICAL FLOORPLAN
M-401 MECHANICAL ROOM PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
MI001 CONTROLS LEGEND
MI002 POINTS LIST INSTRUCTIONS
MI301 AHU CONTROL SCHEMATIC
MI302 AHU POINTS SCHEDULE
MI303 AHU SEQUENCE OF OPERATIONS
MI304 EF CONTROLS
MI305 DSS CONTROLS
MI306 DOM. HOT WATER
MI307 UNIT HEATER CONTROLS
LIFE SAFETY
LS101 LIFE SAFETY PLAN
LS102 LIFE SAFETY PLAN DETAILS
CORRECTED FINAL
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DESIGNED BY: DENNIS MICHAEL KELLEY 2014
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FH_RRPO_C-G-101.dgn 3/25/2020 9:29:08 AM
OVERHEAD
WOMEN
MEN
LOCKER ROOM
JAN.
SUPPLY STOR.
MECH.
ENTRY VEST.
OBSERVATION
ROOM
VEST.
103ELEC.
TELECOM
104EXTINGUISHER
EQPMT. STOR.
93' - 6"
6"
36"/60
36"/60
EGRESS DISTANCE
EXIT DIRECTION
FIRE EXTINGUISHER WALL MOUNT (FE)FE
AUTOMATED EXTERNAL DEFIBRILLATOR (AED)AED
36"/60
TYPICAL FOR ALL EXIT EGRESS
EGRESS CAPACITY (EXIT/PERSONS)
NOTE: REFER TO FA AND LIGHTING PLANS FOR SMOKE
DETECTOR AND EXIT SIGN LOCATIONS.
LIFE SAFETY LEGEND
SHEET
NUMBER
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D es ig ne d by
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Sh ee t S iz e
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
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D
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F
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Fort Worth District
FILE PATH:
3/24/2020 8:37:53 AM
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PROJECT NAME
FIRE RESISTIVE REQUIREMENTS
FIRE BARRIERS N/A
DOORS WHERE RATED, 1-HOUR FIRE PARTITION IBC-TABLE 716.5
(AT CORRIDOR WALLS) REQUIRE 20-MINUTE
RATED FIRE DOORS; 1- HOUR RATED FIRE
PARTITION (AT OTHER WALLS) REQUIRES
45-MINUTE RATED FIRE DOORS
FIRE PROTECTION SPRINKLER SYSTEM PER NFPA 101 SECTION 9.7 NFPA 101
SECTION 9.7
CORRIDORS (FULLY SPRINKLERED BUILDING) 0-HOUR NFPA 101
(BUSINESS GROUP B) 38.3.6.1
INTERIOR WALL/CEILING FINISH AND TRIM CLASS A OR B NFPA 101
(FULLY SPRINKLERED BUILDING) 10.2.2, 38.3.3.2
(BUSINESS GROUP B)
INTERIOR FLOOR FINISH CLASS I OR II NFPA 101
10.2.7, 38.3.3.3
FIRE PROTECTION REQUIREMENTS
PORTABLE FIRE EXTINGUISHERS PROVIDE IN NEW “B” AND “S” OCCUPANCIES, IFC-906.1
WHERE REQUIRED BY TABLE 906.1. IN IFC-TABLE 906.1
SPECIAL-HAZARD AREAS INCLUDING NFPA 10 1.1
LABORATORIES, COMPUTER ROOMS, GENERATOR
ROOMS, AND WHERE REQUIRED BY THE FIRE CODE
OFFICIAL.
EXIT REQUIREMENTS
MINIMUM NUMBER OF EXITS (PER STORY) 2 - (OCCUPANT LOAD < 500) NFPA 101
7.4.1.1, 40.2.4.1.1
MINIMUM SEPARATION BETWEEN EXITS 1/3 OF BUILDING OR AREA SERVED, DIAGONAL NFPA 101, 7.5.1.3.3
MAXIMUM TRAVEL DISTANCE TO EXITS "SPECIAL USE INDUSTRIAL" NFPA 101
OCCUPANCY = 400-FEET TABLE 40.2.6.1
"B" OCCUPANCY = 300 FT NFPA 101 38.2.6.3
MEASUREMENT OF TRAVEL DISTANCE TO EXITS STARTING FROM THE MOST REMOTE POINT SUBJECT NFPA 101 7.6
OCCUPANCY, CURVING AROUND TO CORNERS
OR OBSTRUCTIONS, WITH A 12-INCH CLEARANCE
FROM. TERMINATING AT ONE OF THE FOLLOWING
a) CENTER OF THE DOORWAY
b) OTHER POINT AT WHICH THE EXIT BEGINS
PLUMBING FIXTURE COUNT (INTERNATIONAL PLUMBING CODE (IPC) – 2015) – TABLE 403.1
TOTAL PERSONNEL COUNT BASED ON OCCUPANCY CALCULATION = 253 – ASSUME 50/50 FEMALE/MALE RATIO = 127 EACH
OCCUPANCY – “B” BUSINESS
FIXTURE TYPE FIXTURE COUNT FEMALE MALE CAPACITY BASED ON ACTUAL COUNT
WATER CLOSETS 1 PER 25 FOR THE FIRST 50 2 = 50 PN 2 = 50 PN 25 X 4 FIXTURES = 100 PN (WC) 1 PER 50 FOR THE REMAINDER >50 4 = 200 PN 2 = 100 PN 50 X 6 FIXTURES = 300 PN
URINALS @ 50% OR 1 PER 25 FOR THE FIRST 50 2 = 50 PN 25 X 2 FIXTURES = 50 PN
< WC SUBSTITUTION
(IPC 419.2) 1 PER 50 FOR THE REMAINDER >50 2 = 100 PN 50 X 2 FIXTURES = 100 PN
WATER CLOSETS/URINALS INSTALLED CAPACITY 1 = 40 PN 1 = 40 PN = 80 PN
LAVATORIES 1 PER 40 FOR THE FIRST 80 2 = 80 PN 2 = 80 PN 40 X 4 FIXTURES = 160 PN
1 PER 80 FOR THE REMAINDER >80 2 = 160 PN 2 = 160 PN 80 X 4 FIXTURES = 320 PN
LAVATORIES INSTALLED CAPACITY 4 = 240 PN 4 = 240 PN = 480 PN
SHOWERS N/A 1 1
DRINKING FOUNTAINS 1 PER 100/4 PROVIDED 100 X 2 FIXTURES = 200 PN
DRINKING FOUNTAINS INSTALLED CAPACITY 2 = 200 PN
SERVICE SINK 1 MINIMUM REQUIRED/2 PROVIDED
RAPID REFULE POINT OPERATIONS (RRPO)
FORT HOOD (FH)
GENERAL PROJECT INFORMATION
a) PROJECT NAME: RAPID REFULE POINT OPERATIONS (RRPO)
b) PROJECT NUMBER: 481172
c) LOCATION: FORT HOOD, TEXAS
d) BUILDING USE: TRAINING FACILITY
e) BUILDING AREA 3,435 SF
f) BUILDING HEIGHT (FT) 19'-10"
g) STORIES ABOVE GRADE: 1
h) STORIES BELOW GRADE: 0
Applicable Codes
UFC 1-200-01
UFC 3-600-01
IBC 2018
NFPA 101, 2018
NFPA 75, 2016
NFPA 76, 2016
BUILDING USE
a) PRIMARY OFFICE 1ST FLOOR (1,682 SF)
STORAGE SUPPLY SPACE (271 SF)
b) SECONDARY SUPPORT 1ST FLOOR
MECH (137 SF)
ELEC (100 SF)
LATRINE/SHOWER (691 SF)
LIFE SAFETY PLAN
OCCUPANCY CLASSIFICATION
OFFICES, ELECTRONIC DATA PROCESSING, BUSINESS GROUP B IBC 304.1
TELEPHONE EXCHANGES
OCCUPANCY SEPARATION
BUSINESS 0-HOUR NFPA 75 6.1
101 TABLE 6.1.14.4.1(B) (W/ AUTOMATIC SPRINKLER SYSTEM)
OCCUPANT LOAD CALCULATIONS
SPACE LOAD FACTOR OCCUPANT LOAD
OFFICE (BUSINESS USE) 100 SF/PN NFPA 101 (TABLE 7.3.1.2) 3435/100 = 35
UTILITY SPACES (MECH, ELEC) 500 SF/PN UFC 3-600-01 (TABLE 10-1) 237/500 = 0.5
UTILITY SPACES (COMM) 300 SF/PN UFC 3-600-01 (TABLE 10-1) 110/300 = 0.4
OCCUPANT LOAD CALCULATED = 36
CONSTRUCTION CLASSIFICATION
CONSTRUCTION TYPE II-B NON-COMBUSTIBLE, UNPROTECTED IBC 602.2
(FULLY SPRINKLERED)
MAXIMUM ALLOWABLE HEIGHT - FEET. 75 FEET (FULLY SPRINKLERED) IBC TABLE 504.3
(BUSINESS GROUP B)
MAXIMUM ALLOWABLE HEIGHT - STORIES. 4 STORIES (FULLY SPRINKLERED) IBC TABLE 504.4
(BUSINESS GROUP B)
MAXIMUM ALLOWABLE AREA - SF. 69000 SF (FULLY SPRINKLERED) IBC TABLE 506.2
(BUSINESS GROUP B)
CONSTRUCTION CLASSIFICATION AS DESIGNED
CONSTRUCTION TYPE II-B (FULLY SPRINKLERED)
BUILDING HEIGHT - FEET. 19'-10"
BUILDING HEIGHT - STORIES. 1 STORY
MAXIMUM AREA PER STORY - SF. 33984 SF 1ST FLOOR, 20988 SF 2ND FLOOR,
CABLE VAULT 926 SF.
FIRE EXTINGUISHER
(N.I.C.)
FIRE EXTINGUISHER
BRACKET SIZE TO 24"
H X 10.5" W X 6" D (TUB
I.D.) TRIM STYLE: 2.5"/
10 TYPE A:60 B:C FIRE
EXTINGUISHERS.
(EXTINGUISHERS N.I.C.)
" A
.F .F
ELEVATION SECTION
3200 SERIES KNOX
BOX RECESSED
MOUNTED WITH
ALARM TAMPER
SWITCHES. MOUNT
SILL AT 4'-0" AFF
INSULATED
METAL PANEL WALL
PANEL, R-21
PROVIDE FOAM
INSULATION AROUND
OPENING AT INSULATED
METAL WALL PANEL
ZEE GIRT
PER PEMB MFR
PROVIDE MTL
FLASHING
AROUND OPENING
SEALANT AND BACKER
ROD AROUND OPENING
SEALANT AROUND
BOTH SIDES OF
KNOX BOX
FASTEN
AS REQUIRED
SHEET
NUMBER
D ra w n by
D es ig ne d by
Su bm itt ed b y:
Sh ee t S iz e
AN
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D
D at e:
C on tra ct
N o.
So lic ita tio n N o.
U .S
. A R
M Y
C O
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EN
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FO
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FO
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W O
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EX
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C he ck ed b y:
US Army Corps of Engineers ®
A
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M ar k D es cr ip tio n Tr ac ki ng N o.
Ac tio n
D at e
EN
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C O
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TI
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D
IV
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EN
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IN
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IN
G
B R
AN
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H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
3/24/2020 8:37:54 AM
FO
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T H
O O
D , T
X
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PI
D
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EF
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L
PO
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T O
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PROJECT NAME
3" = 1'-0"
FIRE EXTINGUISHER BRACKET (FEB)D5 3" = 1'-0"
KNOX BOX DETAIL (KB)D7
0 6"3" 9" 0 6"3" 9"
C-001
E
N E
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GENERAL NOTES:
GRADING & EARTHWORK NOTES:
SURVEY IS BASED UPON NAVD OF 1988.
THE HORIZONTAL DATUM OF THE SURVEY IS BASED ON THE TEXAS STATE PLANE, CENTRAL ZONE, COORDINATE SYSTEM, NAD83. THE VERTICAL DATUM OF THE
7. FILE COORDINATE SYSTEM: GRID
6. ALL PROPOSED PAVEMENT, CURB, ETC SHALL MATCH GRADE AND SHAPE OF EXISTING FEATURES AT ALL CONNECTIONS TO EXISTING PAVEMENT.
SHALL COORDINATE WITH COR ON ANY ISSUES WITH THE FRANCHISE UTILITY PROVIDERS OR UTILITY INFRASTRUCTURE OWNERS.
CONTRACTOR SHALL CONNECT TO AND CONSTRUCT UTILITIES FROM THE DEMARCATION POINTS TO THE BUILDING AND WITHIN THE BUILDING. THE CONTRACTOR
FINAL CONNECTIONS BETWEEN THE NEW SYSTEMS AND EXISTING SYSTEMS ON ALL WORK IDENTIFIED IN THE PLANS UP TO THE DEMARCATION LIMITS. THE
UTILITY OWNERS. THE UTILITY SYSTEM OWNERS MUST PERFORM ALL DEMOLITION AND NEW CONSTRUCTION FOR THEIR UTILITIES. THE OWNERS MUST ALSO MAKE
UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC AND NATURAL GAS UTILITIES. THE CONTRACTOR SHALL COORDINATE PROJECT UTILITY REQUIREMENTS WITH
5. SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA ARE PRIVATELY OWNED. AMERICAN WATER OWNS THE WATER AND SANITARY SEWER
BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
4. ALL EXISTING UTILITIES TO REMAIN SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL
IMMEDIATELY OF ANY CONFLICT DISCOVERED IN THE FIELD TO ALLOW SUFFICIENT TIME FOR REVIEW, AS MAY BE REQUIRED.
3. EXISTING UTILITIES SHALL BE REMOVED OR RELOCATED AS INDICATED. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE
NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION.
ALL EXISTING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND CONDUCT ALL
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THESE PLANS OR NOT, TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF
PLAN IN ACCORDANCE WITH ALL STATE AND FEDERAL LAWS AND REGULATIONS.
POLLUTION PREVENTION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE AND OBTAIN APPROVAL OF THE REQUIREDSTORMWATER 1.
2. ALL WASTE SOIL/EARTH SHALL BE DEPOSITED OFF POST AT THE CONTRACTOR'S EXPENSE.
1. THERE ARE NO SOURCES OF BORROW ON GOVERMENT PROPERTY. ALL BORROWSHALL BE OBTAINED OFF POST AT THE CONTRACTORS EXPENSE.
P
SEQUENCE
SHEET
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S o li c it a ti o n N u m b e r:
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C H
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US Army Corps
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C-002
L E
G E
N D A
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B B
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F
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923.45
FENCE, AGRICULTURAL OR GENERAL
SANITARY SEWER MANHOLE
TREE
DITCH
NATURAL GAS LINE
NON-POTABLE WATER LINE
FIRE HYDRANT
SANITARY SEWER LINE
G
CO
S
G
GP GVP
CONC
ASPH
SDWK
SPLASH BLOCK
S
GRADING LIMITS
CONSTRUCTION LIMITS
POL
XFMR
W
WV
WT
VERT.
UGE
UGC
UD
TYP.
T/R
TP
TG
T/G
TC
T/W
TH
ST
STR.
STA.
SE
S
SD
STD
SIM.
SW
SCH
SS
SAN.
R/W
REQ'D
RCP
R
PL
P.G.
P.I.V.
P.C. CONC.
P.C.C.
P.C.
PVC
O/W
O.C.E.W.
O.C.
NO.
N.T.S.
N
NG
PETROLEUM, OIL, AND LUBRICANTS
TRANSFORMER
WEST
WATER VALVE
WATER
VERTICAL
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
UNDERDRAIN
TYPICAL
TOP OF RIM
TOP OF PAVEMENT
TOP OF GRAVEL
TOP OF GATE
TOP OF CURB
TAXIWAY
TANK HEATER LINE
TOP OF STEP/STOOP
STRUCTURE
STATION
SPOT ELEVATION
SOUTH
STORM DRAIN
STANDARD
SIMILAR
SIDEWALK
SCHEDULE
SANITARY SEWER
SANITARY
RUNWAY
REQUIRED
REINFORCED CONCRETE PIPE
RADIUS
PROPERTY LINE
PROFILE GRADE
POST INDICATOR VALVE
PORTLAND CEMENT CONCRETE
PORTLAND CEMENT CONCRETE
PORTLAND CEMENT
POLYVINYL CHLORIDE
OIL/WATER
ON CENTER EACH WAY
ON CENTER
NUMBER
NOT TO SCALE
NORTH
NATURAL GAS
MH
MIN
MAX.
MAT'L
LP
L.F.
IN
HTHW
HP
HOR.
GVP
GTS
FES
FPT
FPS
FL
FHW
FH
GF
FG
FF
FC
F-F
EX.
EXIST
ELEV.
ELEC.
E
DW
DIP
DIA.
O
CWS
CWR
C-C
COR
CO
CONST.
CL.
C
CVS
BLDG.
BIT
B-B
AFFF
AVP
ABBREVIATIONS & SYMBOLS
MANHOLE
MINIMUM
MAXIMUM
MATERIAL
LOW POINT
LINEAR FEET
INCHES
HIGH TEMP. HEATING WATER
HIGH POINT
HORIZONTAL
GAS VENT PIPE
GAS TEST STATION
PARKING SPACES
FUEL EFFICIENT VEHICLE
FIRE PUMP TEST
FIRE PUMP SECTION
FLOWLINE
FIRE HYDRANT WATER
FIRE HYDRANT
GRADING FLOOR
FINISHED GRADE
FINISHED FLOOR
FACE OF CURB
FACE TO FACE
EXISTING
EXISTING
ELEVATION
ELECTRIC
EAST
DOMESTIC WATER
DUCTILE IRON PIPE
DIAMETER
DIAMETER
CONDENER WATER SUPPLY
CONDENER WATER RETURN
CENTER TO CENTER
REPRESENTATIVE
CONTRACTING OFFICER'S
CLEANOUT
CONSTRUCT
CLEARANCE
CENTERLINE
PARKING SPACES
CARPOOL OR VANPOOL
BUILDING
BITUMINOUS
BACK TO BACK
AQUEOUS FILM FORMING FOAM
ALTITUDE VALVE PIT
LIGHT POLE, SEE ELECTRICAL PLANS
TRANSFORMER, SEE ELECTRICAL PLANS
CCOMMUNICATION MANHOLE, SEE ELECTRICAL PLANS
ELECTRICAL MANHOLE, SEE ELECTRICAL PLANS E
HHANDHOLE, SEE ELECTRICAL PLANS
PEDESTRIAN TURNSTILE
FENCE, SECURITY AND REFUEL HOT
REINFORCED CONCRETE
REINFORCED SLAB
664.21TRSPOT ELEVATIONS (TOP OF RAMP)
TRANSVERSE CONTRACTION JOINT
LONGITUDINAL CONSTRUCTION JOINT
LONGITUDINAL CONTRACTION JOINT
CO
CO
AIR CONDITION UNITS
TETE TE
CONCRETE SIDEWALK
JOINT INTERSECTION SPOT ELEVATIONS
EXPANSION JOINT
GAS VENT PIPE
GPGVP
STEAM LINE
STORM DRAIN LINE
CHILLED WATER SUPPLY
CHILLED WATER RETURN
SPOT ELEVATIONS (TOP OF WALL) 664.21TW
664.21BWSPOT ELEVATIONS (BOTTOM OF WALL)
MATCHMATCH EXISTING ELEVATION
AGGREGATE SURFACE
COURSE
GP
WATER LINE
FIRE LINE
FIRE DEPARTMENT CONNECTION
GAS METER
POST INDICATOR VALVE
CONTOURS
SIGN
SHRUB
NEAREST JOINT.
*THE SPOT ELEVATIONS SHOWN ABOVE APPLY TO THE
PAVEMENT
CONC
ASPH
SDWK
GP
G
THICKENED EDGE
EXPANSION JOINT
PAVEMENT
664.21
WATER VALVE
GAS VALVE
WATER METER
CONTROL POINT
METAL POSTS
SPOT ELEVATIONS
ITEM EXISTING NEW
ITEM EXISTING NEW
ASPHALT
TREE LINE
CONCRETE
ASPHALT
CONCRETE SIDEWALK
BUILDING
CURB AND GUTTER
GAS VENT PIPE
GAS TESTING STATION
SINGLE SANITARY SEWER CLEANOUT
CO
DUAL SANITARY SEWER CLEANOUT
P
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n tr a c t
N u m b e r:
S o li c it a ti o n N u m b e r:
F il e n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
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C H
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D a te
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N S
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FH_RRPO_C-002.dgn 3/25/2020 9:29:09 AM
6.
CONTRACTOR.
SECURITY MEASURES SHALL BE PROVIDED BY THE
IS REQUIRED FOR THE STAGING AREA. ALL ADDITIONAL
CONTRACTOR SHALL DETERMINE IF ADDITIONAL SECURITY
LOCATED WITHIN THE ON-SITE SECURITY FENCE. THE
COMPLETION OF CONSTRUCTION. THE STAGING AREA IS
BE RESTORED TO ORIGINAL OR BETTER CONDITION UPON
COORDINATED WITH THE COR. FINAL STAGING AREA SHALL
ALTERATIONS TO THE LOCATION OR AREA SHOWN SHALL BE
CONTRACTOR STAGING AREA IS SHOWN ON THE PLAN. 5.
VERTICAL ELEVATIONS ARE BASED ON NAVD88.4.
COORDINATE SYSTEM, CENTRAL ZONE (4203), NAD 83
COORDINATES ARE BASED ON THE TEXAS STATE PLANE3.
INFORMATION BASED ON BASE MAPS.
SEE SHEET CU101 UTILITY PLAN FOR ADDITIONAL EXISTING 2.
SEE SHEET G-102 FOR A COMPRENSIVE LEGEND.1.
GENERAL NOTES:
WHEN THE CONTRACTOR ENTERS OR LEAVES THE SITE.
SECURE, WITH THE GATE CLOSED AT ALL TIMES OTHER THAN
GATE TO ENTER THE AIRFIELD SITE. THE SITE MUST BE
THE CONTRACTOR WILL BE PROVIDED A KEY TO THE ACCESS
N
120'0 60'
SCALE 1" = 60'
CE101
E X
IS
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IN
G C
O N
D
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N S
GATE
ACCESS
CONTRACTOR'S
STAGING AREA
CONTRACTOR
N 16TH ST
A
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18TH ST
A
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CONC. LINED DITCH
C O
N C . L
IN
D
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C H
GRAVEL SURFACE
G R
A V
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S
U R
F A
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PAVEMENT
CONCRETE
CONCRETE PAVEMENT
PAVEMENT
CONCRETE
CHAIN-LINK SECURITY FENCE
20' WIDE DOUBLE SWING GATE (LOCKED)
FENCE
SECURITY
LINK
CHAIN-
SECURITY FENCE
CHAIN-LINK
PAD
CONCRETE
PAD (BROKEN)
CONCRETE
PAD
CONCRETE
STRUCTURE
DOME
OVERHEAD POWER
POWER
OVERHEAD
TOP EL 757.93
COMM MH
TOP EL 757.00
COMM MH
TOP EL 757.72
COMM MH
10"
F
10" CI
10" C-900
F
F
8"C
10" CI
10"C
"P
V C
TOP EL 748.7
SAN SEW MH
INV. EL 745.50
TOP EL 753.33
SAN SEW MH
I
C
ROADWAYGRAVEL S
URFACE
SAN SEW (AIP)
DOMW (AIP)
P
NUMBER
SEQUENCE
SHEET
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N u m b e r:
S o li c it a ti o n N u m b e r:
F i le n a m e
R e v
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D a te
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N S
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18TH St
745746
LOCATION
BLDG SITE
OPERATIONS
PROPOSED
750 750
750 750
Comm Wood Pole Comm Wood Pole
Pole Wood Comm
Pole Wood Comm
Comm Wood Pole Comm Wood Pole
Comm Wood Pole
4 7
755 755
757 75
760761 761762
FH_RRPO_C-CE101.dgn 3/25/2020 9:29:14 AM
CE102
X
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D
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SCALE 1" = 30'
60'0 30'
N
STAGING AREA
CONTRACTOR
OVERHEAD POWER
OVERHEAD POWER
ROADWAYGRAVEL S
URFACE
18TH ST
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C O
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IN
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G R
A V
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S
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F A
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PAVEMENT
CONCRETE
CONCRETE PAVEMENT
CHAIN-LINK SECURITY FENCE
SWING GATE (LOCKED)
20' WIDE DOUBLE
SECURITY FENCE
CHAIN-LINK
SECURITY FENCE
CHAIN-LINK
PAD
CONCRETE
PAD (BROKEN)
CONCRETE
PAD
CONCRETE
STRUCTURE
DOME
EX WW (AIP)
EX DOMW (AIP)
P
NUMBER
SEQUENCE
SHEET
E N
G
IN
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G B
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N D
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n tr a c t
N u m b e r:
S o li c it a ti o n N u m b e r:
F i le n a m e
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D a te
D e s c ri p ti o n
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T E J E
N S
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N S B
U
IL
D
IN
G
R A
P
ID
R
E F
U E
L P
O
IN
T O
P E
R A
T
IO
N S
F O
R T H
O O
D T
X U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
J O
H N N
E R I
J O
H N N
E R I
J A
M E
S W
M C
K E
N Z
IE
P .E
M A
R C
H
18TH St
(ASPHALT)
745746
SITE LOCATION
OPERATIONS BLDG
PROPOSED
750750
Comm Wood Pole
Pole
Wood
Comm
Comm Wood Pole
Comm Wood Pole
Comm Wood Pole
FH_RRPO_C-CE102.dgn 3/25/2020 9:29:15 AM
CS101
IT
E P
L A
N
CANOPY
PAD AND
SHOWER
EMERGENCY
N=10470739.28 E=3124806.82
N=10470818.36 E=3124727.74
F F E 756.00'
B U
ILD
IN
G
N E
W O
P E R
A T
IO
GENERAL NOTES:
COORDINATES SHOWN ARE APPROXIMATE. 5.
SEE SHEET CD101 FOR COORDINATES TO LOCATE CONSTRUCTION LIMITS.2.
INTERRUPTION OF SERVICE OR ACCESS.
SHALL BE COORDINATED WITH THE COR A MINIMUM OF 7-DAYS PRIOR TO
CONSTRUCTION. ANY INTERUPTION OF SERVICE TO ANY OF THESE AREAS
CONSTRUCTION LIMITS SHALL BE MAINTAINED THROUGHOUT
ACCESS TO EXISTING GATE CONTROLLERS NOT SHOWN WITHIN THE 1.
1V:4H. RE-ESTABLISH TURF IN ALL DISTURBED AREAS.
FROM CONCRETE PAD TO ADJACENT GRADE. MAXIMUM GRADE SHALL BE
INSTALL COMPACTED FILL AND GRADE TO PROVIDE SMOOTH TRANSITION
ELEVATE THE CONCRETE PAD A MINIMUM OF 6" ABOVE ADJACENT GRADE. 1.
ACTIVITIES.
UTILITY LOCATING SERVICE PRIOR TO COMMENCING ANY EARTHWORK
APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE 1.
P
NUMBER
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
n tr a c t
N u m b e r:
S o li c it a ti o n N u m b e r:
F i le n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
S u b m it te d b y
D a te
C H
IE
F
C
IV
IL
S
E C
T
IO
N P lo t s c a le
P lo t d a te
Fort Worth District of Engineers
US Army Corps
R E
F E
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N C
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IL
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F E
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E F
IL
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F E
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F E
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IL
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R E
F E
R E
N C
E F
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F E
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E F
IL
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R E
F E
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N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
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E F
IL
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F E
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E F
IL
E
A
B
C
D
1 2 d a te u s e r$ c a d d f il e n a m e ti m e
3 4 5
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
D ra w n b y
A c ti o n
T ra c k in g N u m b e r
D a te
D e s c ri p ti o n
S y m b o l
B R
A N
T E J E
N S
E N P .E
O P
E R
A T
IO
N S B
U
IL
D
IN
G
R A
P
ID
R
E F
U E
L P
O
IN
T O
P E
R A
T
IO
N S
F O
R T H
O O
D T
X U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
J O
H N N
E R I
J O
H N N
E R I
J A
M E
S W
M C
K E
N Z
IE
P .E
M A
R C
H
SCALE 1" = 30'
60'0 30'
N
ROADWAYGRAVEL S
URFACE
18TH ST
CONC. LINED DITCH
C O
N C . L
IN
C H
GRAVEL SURFACE
G R
A V
E L
S
U R
F A
C E
PAVEMENT
CONCRETE
CONCRETE PAVEMENT
CHAIN-LINK SECURITY FENCE
SWING GATE (LOCKED)
20' WIDE DOUBLE
SECURITY FENCE
CHAIN-LINK
SECURITY FENCE
CHAIN-LINK
PAD
CONCRETE
PAD (BROKEN)
CONCRETE
PAD
CONCRETE
STRUCTURE
DOME
FH_RRPO_C-CS101.dgn 3/25/2020 9:29:16 AM
SPOT ELEVATIONS (TOP OF RAMP)
SPOT ELEVATIONS (TOP OF WALL)
SPOT ELEVATIONS (BOTTOM OF WALL)
SPOT ELEVATIONS
MATCH EXISTING ELEVATION
664.21TR
664.21TW
664.21BW
755.50'
755.50'
755.50'
755.50'
755.92'
755.92'
755.86'
755.86'
MATCH
664.21
CG101
SCALE 1" = 30'
60'0 30'
N
G R
A D
IN
G P
L A
N
GENERAL NOTES:
F F E 756.00'
N E
W O
P E R
A T
IO
N S B
LD
G
DETAIL 2/S-301)
DRAWINGS S-101,
STRUCTURAL
(REFERENCE
NG=755.50
DETAIL 1/S-301)
DRAWINGS S-101,
STRUCTURAL
(REFERENCE
NG=755.50
LIMITS OF GRADING
W
CO CO
PP
FH
SSMH
WV
LP
TS
TPED
LIGHT POLE
TRAFFIC SIGN
TWO-WAY CLEANOUT
SANITARY SEWER
WATER VALVE
WATER METER
TELEPHONE PEDESTAL
SERVICE LINE
NATURAL GAS MAIN AND
NEW CONCRETE
SIDEWALK
AREA
CONTRACTOR STAGING
SANITARY SEWER MANHOLE
SANITARY SEWER MAINLINE
DOMESTIC WATER MAINLINE
DOMESTIC WATER SERVICE
CURB & GUTTER
SANITARY SEWER SERVICE
STORM DRAIN MAINLINE
POWER POLE
FIRE HYDRANT
EASEMENT BOUNDARY
STAGING AREA BOUNDARY
LEGEND
NEWEXISTING
MINOR CONTOURS
MAJOR CONTOURS
SITE LIMITS
GRAVEL SURFACE
EXISTING GATE
STRUCTURE
EXISTING
COORDINATES SHOWN ARE APPROXIMATE. 5.
SEE SHEET CD101 FOR COORDINATES TO LOCATE CONSTRUCTION LIMITS.2.
INTERRUPTION OF SERVICE OR ACCESS.
SHALL BE COORDINATED WITH THE COR A MINIMUM OF 7-DAYS PRIOR TO
CONSTRUCTION. ANY INTERUPTION OF SERVICE TO ANY OF THESE AREAS
CONSTRUCTION LIMITS SHALL BE MAINTAINED THROUGHOUT
ACCESS TO EXISTING GATE CONTROLLERS NOT SHOWN WITHIN THE 1.
1V:4H. RE-ESTABLISH TURF IN ALL DISTURBED AREAS.
FROM CONCRETE PAD TO ADJACENT GRADE. MAXIMUM GRADE SHALL BE
INSTALL COMPACTED FILL AND GRADE TO PROVIDE SMOOTH TRANSITION
ELEVATE THE CONCRETE PAD A MINIMUM OF 6" ABOVE ADJACENT GRADE. 1.
ACTIVITIES.
UTILITY LOCATING SERVICE PRIOR TO COMMENCING ANY EARTHWORK
APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE 1.
P
NUMBER
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
n tr a c t
N u m b e r:
S o li c it a ti o n N u m b e r:
F i le n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
S u b m it te d b y
D a te
C H
IE
F
C
IV
IL
S
E C
T
IO
N P lo t s c a le
P lo t d a te
Fort Worth District of Engineers
US Army Corps
R E
F E
R E
N C
E F
IL
E
R E
F E
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E F
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R E
F E
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R E
F E
R E
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E F
IL
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E F
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F E
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E F
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F E
R E
N C
E F
IL
E
R E
F E
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E F
IL
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F E
R E
N C
E F
IL
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R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
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F E
R E
N C
E F
IL
E
R E
F E
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N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
A
B
C
D
1 2 d a te u s e r$ c a d d f il e n a m e ti m e
3 4 5
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
D ra w n b y
A c ti o n
T ra c k in g N u m b e r
D a te
D e s c ri p ti o n
S y m b o l
B R
A N
T E J E
N S
E N P .E
O P
E R
A T
IO
N S B
U
IL
D
IN
G
R A
P
ID
R
E F
U E
L P
O
IN
T O
P E
R A
T
IO
N S
F O
R T H
O O
D T
X U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
J O
H N N
E R I
J O
H N N
E R I
J A
M E
S W
M C
K E
N Z
IE
P .E
M A
R C
H
OVERHEAD POWER
OVERHEAD POWER
ROADWAYGRAVEL S
URFACE
18TH ST
CONC. LINED DITCH
C O
N C . L
IN
C H
GRAVEL SURFACE
G R
A V
E L
S
U R
F A
C E
PAVEMENT
CONCRETE
CONCRETE PAVEMENT
CHAIN-LINK SECURITY FENCE
SWING GATE (LOCKED)
20' WIDE DOUBLE
SECURITY FENCE
CHAIN-LINK
PAD
CONCRETE
PAD (BROKEN)
CONCRETE
PAD
CONCRETE
STRUCTURE
DOME
EX WW (AIP)
750750 751751
Comm Wood Pole
Pole
Wood
Comm
Comm Wood Pole 753
FH_RRPO_C-CG101.dgn 3/25/2020 9:29:17 AM
GRAVEL SURFACE
SURFACE
GRAVEL
SURFACE
GRAVEL
GRAVEL
SURFACE
UNK ABANDONED DOMW
UNK ABANDONED DOMW
6" UNK ABANDONED DOMW
"C
N
120'0 60'
SCALE 1" = 60'
CU101
U T
IL
IT
Y P
L A
N
CONNECTION
MH WW PROP
LATERAL OFFSET
SHORTHORN
EX CULVERT
EX CULVERT
EX CULVERT
EX CULVERT
EX CULVERT
EX CULVERT
EX CULVERT
EX CULVERT
ABANDONED DOMW
10" UNK
10" UNK ABANDONED DOMW
TELECOM
ABANDONED
DOMW
ABANDONED
6" UNK
6" UNK ABANDONED DOMW
10" C-900
10" CI
10" CI
10" CI
12" CI
EX. TELECOM LINE
EX. TELECOM LINE
E X T E L E
C O
M L
IN
E
UNK ABANDONED DOMW
UNK ABANDONED GAS
U N
K A
B A
N D
O N
E D W
W
ABANDONED WW
2-32
F
F
F
2-32
8"C
R:743.97
I:N/A
2-30
R:745.52
I:738.83
2-31
R:746.76
I:739.01
R:752.61
I:744.85
42A
I:740.64
R:747.99
2-32 I:N/A
R:NA
W W
W
F
F
F
G
G
G
G G
G
G
G
G
G G
G
P
NUMBER
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
n tr a c t
N u m b e r:
S o li c it a ti o n N u m b e r:
F i le n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
S u b m it te d b y
D a te
C H
IE
F
C
IV
IL
S
E C
T
IO
N P lo t s c a le
P lo t d a te
Fort Worth District of Engineers
US Army Corps
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
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N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E S
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
E F
IL
E
R E
F E
R E
N C
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IL
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F E
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A
B
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D
1 2 d a te u s e r$ c a d d f il e n a m e ti m e
3 4 5
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
D ra w n b y
A c ti o n
T ra c k in g N u m b e r
D a te
D e s c ri p ti o n
S y m b o l
B R
A N
T E J E
N S
E N P .E
O P
E R
A T
IO
N S B
U
IL
D
IN
G
R A
P
ID
R
E F
U E
L P
O
IN
T O
P E
R A
T
IO
N S
F O
R T H
O O
D T
X U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
J O
H N N
E R I
J O
H N N
E R I
J A
M E
S W
M C
K E
N Z
IE
P .E
M A
R C
H
02" ABANDONED GAS
2" ABANDONED GAS
EX. TELECOM LINE
DOMW
ABANDONED
6" UNK
LOCATION
BUILDING SITE
NEW OPERATIONS
SECURITY FENCE
8"C
EX. TELECOM LINE
12"C
12"C
12"C
A V
E N
U E H
(ASPHALT)
FH_RRPO_C-CU101.dgn 3/25/2020 9:29:24 AM
CU102
U T
IL
IT
Y P
L A
N
SCALE 1" = 30'
60'0 30'
N
CO
INV. EL. 750.88
E=3124713.32
N=10470811.00
LID EL. 755.88
SEE DETAIL A/C-501
2-WAY CLEANOUT
CO
CONNECTION)
BUILDING AND MAKE A SERVICE
METER APPROX. 5' FROM THE
(AMERICAN WATER WILL INSTALL
2" DOMESTIC WATER
4" SS
EXISTING GATE
GENERAL NOTES:
BUILDINGS.
AND APPURTENANCES EXISTING WITHIN 5-FEET OF THE EXTERIOR WALL OF THE
REFERENCE THE PLUMBING PLANS FOR ALL WATER AND SEWER SERVICE LINES 4.
LOCATIONS PRIOR TO COMMENCING CONSTRUCTION OR CONNECTING UTILITIES.
CONTRACTOR SHALL FIELD VERIFY BOTH HORIZONTAL AND VERTICAL 3.
LOCAL UTILITY LOCATING SERVICE PRIOR TO EXCAVATION.
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND CONTACT THE 2.
SERVICE PRIOR TO COMMENCING ANY EARTHWORK ACTIVITIES.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITY LOCATING
THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE. 1.
P
NUMBER
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
n tr a c t
N u m b e r:
S o li c it a ti o n N u m b e r:
F i le n a m e
R e v
R e v ie w e d b y
D e s ig n e d b y
S u b m it te d b y
D a te
C H
IE
F
C
IV
IL
S
E C
T
IO
N P lo t s c a le
P lo t d a te
Fort Worth District of Engineers
US Army Corps
R E
F E
R E
N C
E F
IL
E
R E
F E
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N C
E F
IL
E
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F E
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IL
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F E
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N C
E F
IL
E
A
B
C
D
1 2 d a te u s e r$ c a d d f il e n a m e ti m e
3 4 5
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
D ra w n b y
A c ti o n
T ra c k in g N u m b e r
D a te
D e s c ri p ti o n
S y m b o l
B R
A N
T E J E
N S
E N P .E
O P
E R
A T
IO
N S B
U
IL
D
IN
G
R A
P
ID
R
E F
U E
L P
O
IN
T O
P E
R A
T
IO
N S
F O
R T H
O O
D T
X U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
J O
H N N
E R I
J O
H N N
E R I
J A
M E
S W
M C
K E
N Z
IE
P .E
M A
R C
H
OVERHEAD POWER
OVERHEAD POWER
ROADWAYGRAVEL S
URFACE
18TH ST
CONC. LINED DITCH
C O
N C . L
IN
C H
GRAVEL SURFACE
G R
A V
E L
S
U R
F A
C E
PAVEMENT
CONCRETE
CONCRETE PAVEMENT
CHAIN-LINK SECURITY FENCE
SWING GATE (LOCKED)
20' WIDE DOUBLE
SECURITY FENCE
CHAIN-LINK
SECURITY FENCE
CHAIN-LINK
PAD
CONCRETE
PAD (BROKEN)
CONCRETE
PAD
CONCRETE
STRUCTURE
DOME
EX WW (AIP)
EX DOMW (AIP)
(ASPHALT)
Comm Wood Pole
Pole
Wood
Comm
Comm Wood Pole
Comm Wood Pole
Comm Wood Pole
FH_RRPO_C-CU102.dgn 3/25/2020 9:29:25 AM
C-501
E
N E
R A
L D
E T
A
IL
A N.T.S.C-501-
REF TWO-WAY SEWER CLEANOUT DETAIL
(W/6" OVERLAP
#3 BAR ALL AROUND
CLEANOUT PLUG
C.I. PIPE RISER
4" MIN. COVER
CONCRETE ENCASEMENT
SEWER MAIN
FINISHED GRADE
CLEANOUT BOX
WITH CLEANOUT BOX
IRON PIPE FURNISHED
SHORT LENGTH OF CAST
CONCRETE COLLAR
COVER
COVER
8"
4" TYP.
1"2"
AS REQUIRED
P
NUMBER
SEQUENCE
SHEET
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
n tr a c t
N u m b e r:
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DESIGNED BY: DENNIS MICHAEL KELLEY 2014
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FH_RRPO_C-C-501.dgn 3/25/2020 9:29:38 AM
1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE
2. ACI 318/318R-14, BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE
3. ACI SP-66 (2004), ACI DETAILING MANUAL
4. AISC STEEL CONSTRUCTION MANUAL, 15TH EDITION
5. AISI S100, NORTH AMERICAN SPECIFICATION FOR THE
DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS,
MOST CURRENT EDITION.
6. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES
7. AWS D1.1 STRUCTURAL WELDING CODE, STEEL, 2015
8. INTERNATIONAL BUILDING CODE, IBC 2018
9. MBMA/MBSM (2012) METAL BUILDING SYSTEMS MANUAL
10. UFC 1-200-01, 08 OCTOBER 2019, DoD BUILDING CODE
(GENERAL BUILDING REQUIREMENTS)
11. UFC 3-301-01, 01 OCTOBER 2019, STRUCTURAL
ENGINEERING
12. UFC 3-320-06A, 01 MARCH 2005, CONCRETE FLOOR SLABS-
ON-GRADE SUBJECTED TO HEAVY LOADS
13. UFC 4-010-01, 12 DECEMBER 2018, DoD MINIMUM
ANTITERROISM STANDARDS FOR BUILDINGS
NOTE: THIS LIST OF CODES IS NOT ALL-INCLUSIVE. REFER TO
OTHER DESIGN DISCIPLINE DRAWING SHEETS AND PROJECT
SPECIFICATIONS FOR ADDITIONAL APPLICABLE CODES AND
CRITERIA.
APPLICABLE CODES:
1. RISK CATEGORY = II
2. DEAD LOAD (IN ADDITION TO WEIGHT OF STRUCTURE)
2.2 PEMB ROOF = 10 PSF
2.3 COLLATERAL DEAD LOAD = 15 PSF (NOT TO BE
USED FOR UPLIFT LOAD CASES)
3. LIVE LOAD
3.1 ROOF LIVE LOAD = 20 PSF (REDUCIBLE)
3.2 300 LB CONCENTRATED LOAD APPLIED ANYWHERE
ALONG PEMB ROOF FRAMING.
3.3 SLAB ON GRADE LIVE LOAD:
100 PSF UNLESS NOTED OTHERWISE
4. SNOW LOADS
4.1 GROUND SNOW = 5 PSF
4.2 MINIMUM ROOF SNOW LOAD = 5 PSF
4.3 IMPORTANCE FACTOR = 1.0
4.4 THERMAL FACTOR = 1.0 (MAIN BUILDING);
1.2 (ROOF OVERHANGS)
4.5 EXPOSURE FACTOR = 1.0
5. WIND LOAD
5.1 BASIC WIND SPEED = 106 MPH
5.2 EXPOSURE CATEGORY = C
5.3 INTERNAL PRESSURE COEFFICIENT;
FULLY ENCLOSED GCpi = +/- 0.18
5.4 Kzt = 1.0; Kd = 0.85
6. SEISMIC LOAD
6.1 IMPORTANCE FACTOR = 1.0
6.2 Ss = 0.059
S1 = 0.039
6.3 SITE CLASS D
6.4 Sds = 0.063
Sd1 = 0.063
6.5 SEISMIC DESIGN CATEGORY A
6.6 BASIC SEISMIC FORCE RESISTING SYSTEM = STEEL
SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC
RESISTANCE (MOMENT AND BRACED FRAMES)
6.7 BASE SHEAR, V = (BY PEMB SUPPLIER)
6.8 SEISMIC RESPONSE COEFFICIENT = 0.02
6.9 RESPONSE MODIFICATION FACTOR, R = 3
6.10 ANALYSIS PROCEDURE = (BY PEMB SUPPLIER)
7. ANTI-TERRORISM FORCE PROTECTION
7.1 PER UFC 04-010-01
8. REFER TO SPECIFICATION 13 34 19 FOR METAL BUILDING
SYSTEM REQUIREMENTS.
DESIGN LOADS:
GENERAL NOTES:
1. DESIGN DRAWINGS SHOW INTENT OF REQUIRED CONSTRUCTION AND SPECIFIC CONSTRUCTION
AS NEEDED TO FACILITATE CLEAR DETAILING. FOR SPECIFIC CONDITIONS NOT SHOWN, THE
CONTRACTOR SHALL PROVIDE DETAILS OF CONSTRUCTION SIMILAR TO THOSE SHOWN. VERIFY
ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WORK. IF
DISCREPANCIES EXIST, NOTIFY THE CONTRACTING OFFICER IN WRITING PRIOR TO COMMENCING
WORK. CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT
WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.
2. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE
METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL
INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY BRACING AND/OR SHORING FOR LOADS AND
CONDITIONS WHICH OCCUR PRIOR TO ATTAINING DESIGN STRENGTH OR COMPLETION OF THE
STRUCTURE. TEMPORARY CONSTRUCTION LOADING MAY INCLUDE AND ARE NOT LIMITED TO
LATERAL LOADS, LOADS DUE TO STOCKPILES OF MATERIAL, AND LOADS DUE TO CONSTRUCTION EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND
UNTIL ALL FRAMING INCLUDING ROOF BRACING IS IN PLACE.
3. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, STRUCTURES, AND UTILITY LINES
FROM ALL DAMAGE. DAMAGE TO ALL WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE
CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.
4. THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER ITEMS WITH APPROPRIATE
TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
5. THE FINISHED FLOOR ELEVATION SHOWN ON THE STRUCTURAL SHEETS ARE BASED ON A
RELATIVE DATUM OF 0'-0". FINISHED FLOOR ELEVATION SHOWN ON THE CIVIL SHEETS ARE BASED ON MEAN SEA LEVEL ELEVATION. COORDINATE THE FINISHED FLOOR ELEVATION SHOWN ON THE
STRUCTURAL SHEETS WITH THE ELEVATION SHOWN ON THE CIVIL SHEETS.
6. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
8. SHOP DRAWINGS AND SUPPORTING DATA FOR ALL PEMB AND CONCRETE STEEL REINFORCING
SHALL BE SUBMITTED FOR REVIEW IN ACCORDANCE WITH THE SUBMITTAL SECTION OF THE
SPECIFICATIONS. FABRICATION SHALL NOT BEGIN UNTIL SHOP DRAWINGS COVERING THAT WORK HAVE BEEN REVIEWED BY THE ENGINEER. ANY FABRICATION THAT BEGINS PRIOR TO REVIEW OF
SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK.
REINFORCED CONCRETE
1. DESIGN CODES: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14)
2. MATERIAL STRENGTHS:
2.1 CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS:
RIBBED MAT SLAB.....................................................................4,000 PSI ALL OTHER SLABS AND FOOTINGS.........................................4,000 PSI U.N.O.
2.2 REINFORCING STEEL:
BARS AND TIES........................................................................ ASTM A615, GR. 60 KSI WELDED WIRE MESH................................................................ASTM A1064, GR. 60 KSI
3. NOTES:
3.1 ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE
LATEST ACI AND CRSI STANDARDS.
3.2 REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL
EMBEDDED ITEMS AND ACCESSORIES. NO CALCIUM CHLORIDE OR OTHER DELETERIOUS
SALTS ARE PERMITTED IN CONCRETE. NO ALUMINUM EMBEDMENTS ARE PERMITTED.
PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS.
3.3 FURNISH THE FOLLOWING SPECIFIED CONCRETE COVER ON REINFORCING BARS UNO:
SINGLE LAYER REINFORCEMENT FOR SLAB-ON-GRADE...............1-1/2" FROM TOP
ALL MEMBERS CAST AGAINST AND PERMANETLY IN CONTACT WITH GROUND:
ALL REINFORCEMENT SIZES................................................... 3"
ALL CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
#6 THROUGH #18 BARS............................................................ 2"
#5 BAR, W31 OR D31 WIRE AND SMALLER............................. 1-1/2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, JOISTS AND WALLS (#11 BARS AND SMALLER)....... 3/4"
BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES...........1-1/2"
3.2 PROVIDE THE FOLLOWING CONCRETE FINISHES UNO:
SLAB-ON-GRADE: PER SPECIFICATION
3.5 LONGITUDINAL REINFORCING IN THE FOUNDATION WALLS AND STRIP FOOTINGS SHALL BE
PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARS SHALL
BE USED PER THE TYPICAL CONCRETE REINFORCEMENT DETAILS ON THE CONTRACT
DRAWINGS.
3.6 WHERE INDICATED ON THE DRAWINGS, PROVIDE AN INTENTIONALLY ROUGHENED
CONSTRUCTION JOINT BETWEEN CONCRETE SURFACES. PROVIDE 1/4" MINIMUM AMPLITUDE
AT EXISTING CONCRETE SURFACE AND APPLY SURFACE WITH 50/50 SAND CEMENT SLURRY
PRIOR TO PLACING NEW CONCRETE.
3.7 ALL CONCRETE IS REINFORCED W/ DEFORMED STEEL BARS (REBAR) UNLESS SPECIFICALLY
CALLED OUT OTHERWISE. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH
THE SAME STEEL AS IN SIMILAR SECTIONS AND AREAS.
3.8 CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL FLOOR DRAINS, FLOOR FINISHES,
CURBS, CONCRETE PADS, AND SLAB DEPRESSIONS WITH ARCHITECTURAL, MECHANICAL,
AND ELECTRICAL DRAWINGS.
3.9 CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE
SLEEVES, CURBS, ETC., AS REQUIRED WITH OTHER TRADES PRIOR TO PLACING CONCRETE.
3.10 CONTRACTOR SHALL COORDINATE LOCATIONS OF INSERTS, WELDED PLATES, AND OTHER
ITEMS EMBEDDED IN CONCRETE WITH ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS,
ELECTRICAL DRAWINGS AND OTHER TRADES.
3.11 ALL SLABS SHALL BE FLAT AND LEVEL PER SPECIFICATIONS UNLESS OTHERWISE NOTED.
3.12 ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE DRAWINGS. REFERENCE SPLICE AND EMBEDMENT SCHEDULE PER THE TYPICAL CONCRETE DETAILS. WHERE NOT SPECIFICALLY DETAILED ON THE DRAWINGS, ALL REINFORCING BARS SHALL BE LAPPED USING THE TENSION LAPPED SPLICE
LENGTHS PER ACI 318-14.
3.13 THE FOUNDATION SYSTEM HAS BEEN DESIGNED BASED ON ASSUMED PEMB COLUMN REACTIONS. FINAL PEMB COLUMN REACTIONS FROM THE PEMB SUPPLIER ARE REQUIRED TO VERIFY THE FOUNDATION DESIGN IS ADEQUATE. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A LICENSED PROFESSIONAL ENGINEER TO VERIFY THE FOUNDATION SHOWN IS ADEQUATE FOR THE BUILDING SUPPLIED AT NO ADDITIONAL COST TO THE GOVERNMENT. ANY REVISIONS TO THE FOUNDATION SHALL BE AT NO ADDITIONAL COST TO THE GOVERNMENT, AND SHALL BE SUBMITTED TO THE GOVERNMENT FOR APPROVAL. FOUNDATION SHOWN IN THE STRUCTURAL
DRAWINGS SHALL BE THE MINIMUM REQUIRED.
FOUNDATION & SOIL DATA
1. FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE PRESUMPTIVE LOAD-BEARING VALUES
OF SOILS PER IBC 2018, SECTION 1806.1 AND TABLE 1806.2.
2. DESIGN CRITERIA:
FROST DEPTH ....................................................................................................... 6 in ALLOWABLE BEARING PRESSURE PER TABLE 1806.2 .......................................2,000 psf
3. FOUNDATION SUBGRADE PREPARATION:
3.1 EXISTING SITE SOILS WITHIN THE BUILDING FOOTPRINT AND EXTENDING AT LEAST 5 FT
BEYOND THE FOUNDATION PERIMETER SHALL BE EXCAVATED TO A DEPTH OF 12 INCHES
(MIN.) AND REPLACED WITH COMPACTED NON-EXPANSIVE FILL IN ACCORDANCE WITH THE
SPECIFICATIONS. PROOF ROLL THE EXPOSED SUBGRADE.
3.2 REPLACE THE EXCAVATED MATERIAL WITH STRUCTURAL FILL IN LOOSE LIFTS NOT TO EXCEED
8 INCHES AND COMPACT TO 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY IN
ACCORDANCE WITH ASTM D1557.
4. LOCATE AND PROTECT EXISTING UNDERGROUND OR CONCEALED CONDUIT, PLUMBING, OR OTHER
UTILITIES DURING EXCAVATION.
5. DO NOT PLACE CONCRETE ON FROZEN OR SATURATED SOILS. PLACE CONCRETE THE SAME DAY
EXCAVATIONS ARE MADE OR AS SOON AS PRACTICAL THEREAFTER.
6. PLACE 6 in CAPILLARY WATER BARRIER AND 10 MIL MINIMUM VAPOR BARRIER UNDER ALL
SLABS, UNLESS OTHERWISE NOTED.
7. CHECK FOUNDATION PLANS AND UNDERFLOOR PLUMBING PLANS FOR APPROXIMATE LOCATION
OF LINES AND SLEEVES THROUGH FOUNDATION SLABS. PIPES, CONDUIT, AND/OR DUCTS SHALL
BE INSTALLED BELOW THE RIBBED MAT SLAB WITHIN THE GRANULAR SUB-BASE. CONTRACTOR
SHALL VERIFY LOCATION BEFORE CONCRETE PLACEMENT.
8. RIBBED MAT SLABS ARE STRUCTURAL DIAPHRAGMS, DESIGNED TO RESIST LATERAL FORCES
IMPARTED BY THE RIGID BUILDING FRAMES. SAW-CUTTING OF SLABS SHALL NOT BE PERMITTED
UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE FOUNDATION PLANS.
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FILE PATH:
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Enter Project Name
1. THE BUILDING SHALL BE A MANUFACTURER'S STANDARD PREFABRICATED METAL STRUCTURE OF THE APPROXIMATE DIMENSIONS SHOWN ON THE DRAWINGS, EXCEPT AS NOTED. OVERALL DIMENSIONS
AND CONSTRUCTION DETAILS MAY VARY TO SUIT THE MANUFACTURER'S STANDARD DESIGN.
2. THE BUILDING SHALL BE DESIGNED AND FABRICATED ACCORDING TO THE CONTRACT,
SPECIFICATIONS, AISC, MBMA, AND AISI, LATEST EDITIONS. MBMA CERTIFICATION IS REQUIRED OF THE METAL BUILDING SYSTEM MANUFACTURER AND SHALL BE SUBMITTED WITH THE DESIGN ANALYSIS.
THE DIMENSIONAL TOLERANCES OUTLINED IN THE AWS CODE UNDER WORKMANSHIP AND THE
TOLERANCES APPLICABLE TO HOT-ROLLED STEEL UNDER THE AISC "STANDARD MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE FABRICATION OF THE STEEL BUILDING FRAMES. MINIMUM WEB THICKNESS OF RIGID FRAMES SHALL BE 3/16 in.
3. A COMPLETE DESIGN ANALYSIS SHALL BE SUBMITTED FOR APPROVAL. THE DESIGN ANALYSIS SHALL SHOW ALL CALCULATIONS FOR THE RIGID FRAMES, GIRTS, PURLINS, CROSS-BRACING AND ANY OTHER STRUCTURAL ELEMENTS PART OF THE METAL STRUCTURE. COMPLETE FABRICATION AND ERECTION
DRAWINGS SHALL ALSO BE SUBMITTED FOR APPROVAL.
4. DESIGN LOADS SHALL CONFORM WITH LIVE, SNOW, WIND AND SEISMIC LOAD PARAMETERS NOTED IN
"DESIGN CRITERIA" ON THIS SHEET (S-001) PLUS COLLATERAL DEAD LOADS FROM
MECHANICAL/ELECTRICAL EQUIPMENT, CEILINGS AND SPRINKLERS AS APPLICABLE. THE MINIMUM DESIGN COLLATERAL DEAD LOAD SHALL BE 10 psf. LOAD COMBINATIONS AND DESIGN STRESSES SHALL
COMPLY WITH AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.
5. THE BUILDING SHALL BE DESIGNED TO SUPPORT ALL ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEMS AND ALL OTHER SUCH DEVICES.
ADDITIONAL GIRTS OR PURLINS SHALL BE PLACED IN CONVENIENT LOCATIONS FOR ATTACHMENT OF
EQUIPMENT. SUPPORT FOR OVERHEAD ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT
SHALL COMPLY WITH UFC 4-010-01, STANDARD 15 AND STANDARD 19.
6. THE BUILDING FRAME SHALL BE DESIGNED TO LIMIT THE LATERAL DRIFT AT THE EAVE TO h/240 IN ANY
DIRECTION FOR THE ASCE 7 BASIC WIND SPEED AT THE SITE.
7. EXTERIOR CLADDING, INCLUDING INSULATED METAL ROOF PANELS, SHALL NOT BE PERMITTED TO ACT
AS A DIAPHRAGM TO TRANSFER LATERAL LOADS.
8. ALL COLUMNS SHALL BE DESIGNED AND ANALYZED AS HAVING PINNED BASES.
9. ANCHOR BOLTS FOR THE BUILDING SHALL BE DESIGNED AND FURNISHED BY THE CONTRACTOR.
ANCHOR BOLTS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF
TEXAS, FOR THE FRAME REACTIONS PROVIDED BY THE METAL BUILDING MANUFACTURER. THE
ANCHOR BOLT DESIGN ANALYSIS SHALL BE SUBMITTED FOR APPROVAL.
10. THE FOUNDATION SHOWN ON THE DRAWINGS SHALL BE THE MINIMUM PROVIDED. A PROFESSIONAL
ENGINEER, LICENSED IN THE STATE OF TEXAS, SHALL VERIFY FOUNDATION DIMENSIONS AND
REINFORCING SHOWN ARE ADEQUATE FOR FRAME REACTIONS (PROVIDED BY THE METAL
BUILDING MANUFACTURER) AND EMBEDMENT OF COLUMN ANCHOR BOLTS BEFORE FOUNDATION
CONSTRUCTION BEGINS. IF INADEQUATE, THE CONTRACTOR SHALL INCREASE FOUNDATION
DIMENSIONS AND REINFORCING AS REQUIRED, AFTER APPROVAL BY THE CONTRACTING OFFICER.
PRE-ENGINEERED METAL BUILDING:
1. MATERIAL PROPERTIES:
COLD-FORMED (LIGHT GAGE) STRUCTURAL FRAMING MEMBERS ASTM A653, ZINC COATED SHEET, G90
18 GAGE AND SMALLER ……………………………………… Fy=33 ksi 16 GAGE AND HEAVIER ………………………………………. Fy=50 ksi
2. COLD-FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL CONFORM TO AISI STANDARDS FOR COLD-FORMED STEEL DESIGN. STRUCTURAL FRAMING AROUND OPENINGS FOR WINDOWS AND DOORS
SHALL BE PER UFC 4-010-01.
3. DESIGN OF COLD-FORMED EXTERIOR STEEL STUDS AND THEIR CONNECTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED; HOWEVER, SUBMITTALS SHALL
COMPLY WITH THE REQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS.
3.1 SHOP DRAWINGS AND FRAMING CALCULATIONS SHALL BE SEALED AND SIGNED BY A LICENSED STRUCTURAL ENGINEER.
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