attachment_1__-CertifiedFinal-Drawings-08Aug2018.pdf
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- Attached to
- Repair/Addition Corrosion Control Facility B1330 Federal contract opportunity
- Solicitation number
- FA489719BA003
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Certified Drawing for Repair and Addition to Corrosion Control Facility 1330
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA489719BA003_1442.pdf | ||
| attachment_9_-_Site_Visit_Q_&_A.pdf | ||
| SF_30.pdf | ||
| Site_Visit_attendance_sheet.pdf | ||
| attachment_7_-_366_SFS_FORM_30.pdf | ||
| attachment_8_-_100Percent_Specifications_AUG2018_Volume2.pdf | ||
| Amendment_FA489719BA0030001_SF_30.pdf | ||
| Solicitation_-_FA489719BA003.pdf | ||
| attachment_5_-_Certificate_of_Insurance.pdf | ||
| attachment_3_-_Wage_Determinations_5Apr19.pdf | ||
| attachment_7_-_SFS_FORM_30.pdf | ||
| attachment_2_-_100Percent_Specifications_AUG2018_Volume1.pdf | ||
| attachment_6_-_Grand_View_Gate_Information.pdf | ||
| attachment_4_-_Determination_of_Responsibility.pdf | ||
| FA489719BA003.pdf |
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D e s ig n e d b y
C h e c k e d b y
D ra w n b y
C a d F il e
D a te
P ro je c t
C H
M H
IL
L
S y m b o l
A p p ro v D a te
D e s c ri p ti o n
Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
G -0
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FILENAME: PLOT DATE: PLOT TIME:8/16/2018 8:36:54 PM
SHEET
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G E
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VICINITY MAP
NOT TO SCALE
GENERAL NOTE:
AND APPROVAL WHETHER EXPLICITLY STATED OR NOT.
ALTERNATIVE "OR EQUAL" PRODUCTS MAY BE SUBMITTED TO THE C.O. FOR REVIEW
"OR EQUAL" SUBSTITUTIONS. UNLESS SPECIFICALLY NOTED OTHERWISE,
TO PROPERTIES, FUNCTION, COMPOSITION, AND OPERATION IN CONSIDERATION OF
THE BASIS OF DESIGN AND ESTABLISH MINIMUM LEVEL OF QUALITY WITH RESPECT
OR MODEL NUMBER IN THE CONTRACT DOCUMENTS ARE INTENDED TO SERVE AS
MATERIALS OR EQUIPMENT IDENTIFIED BY BRAND NAME, MANUFACTURER NAME,
HOME A.F.B.
MOUNTAIN
NEVADA UTAH
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U.S. AIR FORCE
Mountain Home Air Force Base
INDEX TO DRAWINGS
PN: QYZH 15-0024
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CORROSION CONTROL FACILITY 1330
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Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
G -0
.d g n
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GENERAL NOTES
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D a te
D e s ig n e d b y
D a te
G-002
699305_1330G-002.dgn
A T
O L
M A
N
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IN
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1" = 200'
N
ENLARGED PLAN
1" = 200'
THE ENTIRE DURATION OF THE PROJECT.
OPERATING FUNCTION OF ALL UTILITY SYSTEMS DURING
VEHICULAR AND PEDESTRIAN ACCESS AND NORMAL
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING C.
APPROVED IN WRITING BY CONTRACTING OFFICER.
SHALL BE COVERED UNLESS OTHERWISE DIRECTED OR
ALL MATERIALS STOCKPILED FOR 24 HRS OR MORE B.
CONTRACTING OFFICER.
TRAILERS. COORDINATE FINAL LOCATIONS WITH
STORAGE, CONTRACTOR'S EMPLOYEE PARKING, AND
STAGING AREA SHALL BE FOR STOCKPILES, MATERIALS A.
SITE
PROJECT
OFFICER
ACCESS WITH CONTRACTING
GRANDVIEW GATE, COORDINATE
CONTRACTOR TO USE MHAFB
ROUTE
PRIMARY HAUL
MHAFB HOSPITAL
RESTRICTED
CONTRACTOR ACCESS
MHAFB MAIN GATE,
(CES), B1300
CIVIL ENGINEERING
(CONS), B512
CONTRACTING
FLIGHTLINE ROAD
H
B 1330
TEMP ACCESS GATE
TEMP SECURITY FENCE
AND STAGING AREA
CONTRACTOR 'FREE-ZONE'
B 1332
B 1329
B 1331
PARKING AND TRAILERS
CONTRACTOR'S EMPLOYEE
s ig n e d b y
C h e c k e d b y
D ra w n b y
C a d F il e
D a te
P ro je c t
C H
M H
IL
L
S y m b o l
A p p ro v D a te
D e s c ri p ti o n
Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
G -0
.d g n
S p e c
P ro je c t
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N of 70
LICENSED
ARCHITECT
STATE OF IDAHO
AR-916427
JOHN P. RESEIGH
696915
G-003
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LIFE SAFETY PLAN
1 HR CONSTRUCTION
TO EXIT IN FEET)
TRAVEL DISTANCE (X = TOTAL DISTANCE
EXIT LIGHTS
START POINT
EXIT NUMBER
R RATED DOORS
LEGEND
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TOTAL DISTANCE IN FEET TO EXIT
COMMON PATH OF TRAVEL (CPT)
X'
E-1
E-2
E-3
R
R
R
CPT=6'
E2=22'
E1=55'
CPT=48'
E1=143'
E3=65'
ONE DIRECTION OF TRAVEL ONLY
ONE DIRECTION OF TRAVEL ONLY
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BLASTING
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FIRE PROTECTION
EXISTING
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ROOM
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UNISEX
AREA
GOWNING
2 HR CONSTRUCTION
R
UL D924
(CONCRETE OVER METAL DECK)
RATED ROOF/CEILING ASSEMBLY
KEY PLAN
s ig n e d b y
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C a d F il e
D a te
P ro je c t
C H
M H
IL
L
S y m b o l
A p p ro v D a te
D e s c ri p ti o n
Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
C -0
.d g n
S p e c
P ro je c t
B o is e I d a h o
-7
FILENAME: PLOT DATE: PLOT TIME:8/16/2018 8:41:02 PM
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N of 70
S T
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ID
A H
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P R
O
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IN
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LENA GANDIA
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A B
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699305_1330C-001.dgn
C
IV
IL
A
TYPICAL SECTION
NOT TO SCALE
C101
NORTH ARROW
NUMBER
DETAIL IDENTIFICATION
IS DRAWN
ON WHICH DETAIL
NUMBER OF SHEET
TITLE
SECTION OR DETAIL
NUMBER OR LETTER
IDENTIFICATION
SECTION OR DETAIL
SCALE
SECTION OR DETAIL
FL
FH
E
N
CO
AC
MH
LF
PSI POUNDS PER SQUARE INCH
NOI
MANHOLE
LINEAR FEET
FLOWLINE
FIRE HYDRANT
NORTH, NORTHING
CLEAN OUT
MAX MAXIMUM
PAVEMENT
ASPHALT CONCRETE
CONC CONCRETE
MIN MINIMUM
SST STAINLESS STEEL
RCP REINFORCED CONCRETE PIPE
SIM SIMILAR
TYP TYPICAL
ELEVATION
INV INVERT
DIA, Ø DIAMETER
CL, C CENTERLINEL
STA STATION
APPROX APPROXIMATE
EXST EXISTING
ABBREVIATIONS
PIV POST INDICATOR VALVE
BLDG BUILDING
CI CAST IRON
AWWA AMERICAN WATER WORKS ASSOCIATION
DWG DRAWING
ELECTRICAL
ELB ELBOW
FDC
F FLANGE
FIRE DEPARTMENT CONNECTION
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
PED
PE POLYETHYLENE
PEDESTRIAN
PVMNT
RADIUSR, RAD
SD
VERT VERTICAL
ADA AMERICANS WITH DISABILITIES ACT
SANITARY SEWER
ABND
CMP CORRUGATED METAL PIPE
CONST CONSTRUCT
EAST, EASTING, ELECTRICAL
ELECT
EP EDGE OF PAVEMENT
FFE FINISHED FLOOR ELEVATION
G GAS
HC HEATING/COOLING
OVH OVERHEAD
PCCP
TG TOP OF GRATE
W WATER
SIDEWALKSW
STND STANDARD
STRUCT STRUCTURAL
ABN
~ APPROXIMATELY
AND
ABANDON
ABANDONED
COORD COORDINATE
DEMO
CB CATCH BASIN
GB GRADE BREAK
BURIEDBUR
BM BENCH MARK
C.O., CO,
SPEC'D SPECIFIED
TOP OF CONCRETETOC
EQUIP EQUIPMENT
BMP BEST MANAGEMENT PRACTICE
IE INVERT ELEVATION
IDEQ
ENVIRONMENTAL QUALITY
IDAHO DEPARTMENT OF
PLS PURE LIVE SEED
DI
TOP OF SLABTOS
TOW TOP OF WALL
POINT OF CURVATURE
STANDARD DETAIL / STORM DRAIN
DEMOLISH OR DEMOLITION
MUTCD
CONTROL DEVICES
MANUAL ON UNIFORM TRAFFIC
DUCTILE IRON/DROP INLET
W/ WITH
ELEV
FG FINISHED GRADE
HP HIGH POINT
L LENGTH
LOG LIP OF GUTTER
LT LEFT
MHAFB MOUNTAIN HOME AIR FORCE BASE
PC
PCC POINT OF COMPOUND CURVE
PVC
POINT OF VERTICAL CURVATURE
POLYVINYL CHLORIDE OR
PT POINT OF TANGENCY
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
REQ'D REQUIRED
RT RIGHT
N
SF SECURITY FORCES
S, SS
CIVIL LEGEND
SIGNOR
GUY ANCHOR
STRUCTURE, BUILDING OR FACILITYOR
DEMOLITION
CATCH BASIN OR INLET
ELECTRIC HANDHOLE
CURB
CURB AND GUTTER
ELECTRICAL JUNCTION BOX
POST OR BOLLARD
ELECTRICAL TRANSFORMER
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
SD
S
OR
C TELECOM MANHOLE
EDGE OF PAVEMENT
WATER LINE
NATURAL GAS LINE
STORM DRAIN LINE
SANITARY SEWER LINE
HC
ELECTRICAL MANHOLE
E
CHAIN LINK FENCE
GENERAL NOTES:
CONSTRUCTION NOTES:
EROSION & SEDIMENT CONTROL (ESC) NOTES:
H
OR
F
W
X
E
G
SD
SS
HEATING/COOLING LINES (ABANDONED)
CONTRACTING OFFICER
T TELECOMMUNICATION
UTILITY POLE
LIGHT POLE
FIRE HYDRANT
CLEANOUT
POST INDICATOR VALVE
W WATER VAULT
T
TELECOMMUNICATION PEDESTAL
FIRE DEPARTMENT CONNECTION
TREE
SHRUB
VALVE AND VALVE BOX
EOS EDGE OF SLAB/SIDEWALK
FT FEET
FOW FACE OF WALL
SOG SLAB ON GRADE
E-BUR BURIED ELECTRICAL
E-OVH OVERHEAD ELECTRICAL
SIGNOR
PORTLAND CEMENT CONC PAVEMENT
FUEL LINE
OR
SILT FENCE
FIBER ROLLS
ECM EARTH COVERED MAGAZINE
LPS LIGHTNING PROTECTION SYSTEM
GENERAL NOTE:
1.
SHOWN MAY BE USED ON THIS PROJECT.
THEREFORE, NOT ALL OF THE INFORMATION
THIS IS A STANDARD LEGEND SHEET.
B.
A.
OR
CES CIVIL ENGINEERING SQUADRON
CS COMMUNICATION SQUADRON
CB OR
G NATURAL GAS
CO
CONCRETE
NOT
NTS NOT TO SCALE
NOTICE OF INTENT
NOTICE OF TERMINATION
LIMIT OF SURVEY
DITCH
AFFF AQUEOUS FILM FORMING FOAM
AND FIELD OFFICE AREAS THROUGHOUT THE DURATION OF THE PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GROUNDS MAINTENANCE WITHIN THE PROJECT, STAGING, H.
UTILITY SYSTEMS DURING THE ENTIRE DURATION OF THE PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE NORMAL OPERATING FUNCTIONS OF ALL G.
EQUIPMENT SHOULD NEED TO BE RELOCATED BECAUSE OF CONSTRUCTION.
COMMUNICATIONS EQUIPMENT (FIBER OPTIC, COPPER CABLE, ETC.) OR IF ANY TYPE OF COMMUNICATIONS
CONTRACTOR MUST NOTIFY 366 CS/SCMO AT (208) 828-4321 AND QWEST PRIOR TO REMOVING ANY F.
CES/CEOR BEFORE BEGINNING EXCAVATION.
AND COMMUNICATION SQUADRON HAVE BEEN NOTIFIED BY DIGLINE AND OBTAIN A "DIG PERMIT" FROM
EXCAVATION. CONTRACTOR SHALL VERIFY THAT THE MHAFB CUSTOMER SERVICE OFFICE, UTILITY SHOPS
THE CONTRACTOR SHALL NOTIFY DIGLINE AT 1-800-342-1585 FIFTEEN (15) FULL BUSINESS DAYS PRIOR TO E.
UTILITIES.
EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING
MAY NOT REFLECT THE ACTUAL FIELD CONDITIONS OR LOCATIONS OF UNDERGROUND STRUCTURES OR
UNMARKED. UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION, AND
EXCAVATION AND SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION, MARKED OR
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO D.
MORE INFORMATION.
ALL DISTURBED SURFACES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION. SEE CS101 FOR C.
PROJECT TESTING: ALL TESTING REQUIRED SHALL BE CONDUCTED BY THE CONTRACTOR, AS SPECIFIED.B.
ALL CONSTRUCTION WORK SHALL CONFORM TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. A.
D.
C.
B.
A.
A T
O L
M A
N
AC PAVEMENT
THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE CONTRACTOR'S EXPENSE.
DURING DEMOLITION OR CONSTRUCTION. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS
MAINTAIN, RELOCATE OR REPLACE ANY EXISTING BASE MONUMENTS, WHICH ARE DISTURBED OR DESTROYED
TO BEGINNING CONSTRUCTION.
THESE PLANS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR
MAPPING, AERIAL IMAGERY AND FIELD OBSERVATIONS. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON
SURVEY PERFORMED IN MARCH 2018 BY THE LAND GROUP AND HAS BEEN SUPPLEMENTED WITH BASE PROVIDED
EXISTING TOPOGRAPHY, SURFACE FEATURES, AND UTILITIES SHOWN WERE OBTAINED FROM A TOPOGRAPHIC
SEDIMENT).
STORM RUNOFF WATER SHALL NOT BE ALLOWED TO LEAVE THE SITE UNTREATED (LADEN WITH SUSPENDED
MEASURES SHALL BE CONSIDERED INCIDENTAL.
CONTROL MEASURES AT ALL TIMES. MAINTENANCE OF BOTH TEMPORARY AND PERMANENT EROSION CONTROL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY AND PERMANENT EROSION
CLEARING, GRADING, EXCAVATING, STOCKPILING, ETC) WILL DISTURB 1 OR MORE ACRE.
A COPY OF NOI AND SWPPP TO CEIE IF IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITY (INCLUDING
SPECIFIED PRIOR TO IMPLEMENTING CONSTRUCTION. CONTRACTOR SHALL FILE A NOI WITH EPA AND PROVIDE
POLLUTION PREVENTION PLAN (SWPPP) TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL AS
CONTRACTOR SHALL SUBMIT AN EROSION AND SEDIMENT CONTROL (ESC) PLAN AND/OR STORMWATER
CONTRACTOR RESPONSIBLE TO PROVIDE ALL NECESSARY EROSION CONTROL AS FIELD CONDITIONS REQUIRE.
TO: BMP 36 - SILT FENCE, BMP 35 - FIBER ROLLS, AND BMP 31 - INLET PROTECTION.
STORMWATER BEST MANAGEMENT PRACTICES (BMPs), MOST CURRENT VERSION, INCLUDING BUT NOT LIMITED
CONTRACTOR SHALL COMPLY WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ) CATALOG OF s ig n e d b y
C h e c k e d b y
D ra w n b y
C a d F il e
D a te
P ro je c t
C H
M H
IL
L
S y m b o l
A p p ro v D a te
D e s c ri p ti o n
Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
C V .d g n
S p e c
P ro je c t
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N of 70
CV101
A T
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M A
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699305_1330CV101.dgn
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A T
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M A
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S
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E T
O P
O G
R A
P H
IC
S
U R
V E
Y
O N
LY
R E F E R E N C E
R R
E F
E R
E N
C E O
N
Y
X
J X
J X
X J
X J
CB
.5
.0
.0
.0
.5
2990.0
.5
.5
.0
.5
0.0
2990.5
.0
.5
.0
2991.0
2990.5
GV
SD
G
G
G
SD
SD
E
E
E
S
D e s ig n e d b y
C h e c k e d b y
D ra w n b y
C a d F il e
D a te
P ro je c t
C H
M H
IL
L
S y m b o l
A p p ro v D a te
D e s c ri p ti o n
Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
C D
.d g n
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N of 70
S T
A T
E OF
ID
A H
O
R
EGISTERED
P R
O
F
ES
SIO
NAL ENG
IN
E E R
LENA GANDIA
CD101
A T
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699305_1330CD101.dgn
C
S
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O L
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N P
L A
N
GENERAL NOTES
KEYED NOTESX
N
0 20 40 60
Scale In Feet
B 1330
B 1332
PIV
24" SD
PIV2
12" W
AC PVMT
B 1329
B 1331
SD
E-BUR
SS
W
A T
O L
M A
N
STOOP
CONC
BARRIER
CONC
GUTTER
IE (36" SW): 2985.15
RIM: 2990.66
SDMH
IE (S): NOT VISIBLE
IE (36" SW): 2986.05
IE (36" NW): 2984.95
RIM: 2990.80
SDMH
SUMP: 2985.49
IE (NE): NOT VISIBLE
IE (NW): NOT VISIBLE
RIM: 2990.34
SDMH
IE (24" SE): 2980.12
IE (8" NE): 2981.06
IE (24" SW): 2979.93
RIM: 2990.13
SSMH
TRACKS
DOOR
HANGAR
T H S
T R E E T
BMP 31.
PROVIDE TEMPORARY ESC INLET PROTECT PER IDEQ 6.
MODIFY EXST DUST COLLECTOR, SEE MD111.5.
SERVICE IN PLACE.
DISCONNECT, PLUG, AND ABANDON EXST SEWER 4.
PROVIDE NEW WORK, SEE CS101 AND M-111.
SAWCUT AND DEMOLISH AC PVMT AS REQUIRED TO 3.
REQUIRED TO PROVIDE NEW WORK, SEE CS101.
SAWCUT AND DEMOLISH PCCP OR CONC PAD AS 2.
RETAIN AND PROTECT 1.
INFORMATION NOT SHOWN ON THIS SHEET.
SEE CV101 FOR ADDITIONAL UTILITY INVERT C.
NEAREST JOINT PAST EXCAVATION LIMITS SHOWN.
PADS, AND SIDEWALKS SHALL BE SAWCUT AT THE
AND ASPHALT DEMOLITION. CONCRETE PAVEMENT,
PROVIDE NEAT SAWCUT LINES AT LIMITS OF CONCRETE B.
NOT SCHEDULED FOR DEMOLITION.
TO CONSTRUCTION. RETAIN AND PROTECT ALL UTILITIES
CONTRACTOR SHALL VERIFY FIELD LOCATIONS PRIOR
MHAFB HISTORICAL BASE MAPS, AND GIS INFORMATION.
SURVEY CONDUCTED BY THE LAND GROUP MARCH 2018,
UTILITIES SHOWN ARE BASED ON SITE TOPOGRAPHIC A.
X
J X
X
.5
.0
.0
.0
.5
2990.0
.5
.5
.0
.5
0.0
2990.5
.0
.5
.0
2991.0
2990.5
GV
SD
G
G
G
SD
SD
E
E
E
S
.5
D e s ig n e d b y
C h e c k e d b y
D ra w n b y
C a d F il e
D a te
P ro je c t
C H
M H
IL
L
S y m b o l
A p p ro v D a te
D e s c ri p ti o n
Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
C S .d g n
S p e c
P ro je c t
B o is e I d a h o
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N of 70
S T
A T
E OF
ID
A H
O
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EGISTERED
P R
O
F
ES
SIO
NAL ENG
IN
E E R
LENA GANDIA
699305
CS101
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M A
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699305_1330CS101.dgn
C
KEYED NOTESX
N
0 20 40 60
Scale In Feet
S
IT
E L
A Y
O U
T P
L A
N
A T
O L
M A
N
INFORMATION NOT SHOWN ON THIS SHEET.
SEE CV101 FOR ADDITIONAL UTILITY INVERT C.
THEREFORE NO ANTITERRORISM CCSD APPLIES.
PER UFC 4-010-01, NEW ADDITION IS LOW OCCUPANCY B.
ORIGINAL OR BETTER CONDITION.
ALL DISTURBED SURFACES SHALL BE RESTORED TO A.
B 1330
B 1332
B 1329
TYP 5
TYP 2
MAU-1
IE (S): NOT VISIBLE
IE (36" SW): 2986.05
IE (36" NW): 2984.95
RIM: 2990.80
SDMH
IE (36" SW): 2985.15
RIM: 2990.66
SDMH
SUMP: 2985.49
IE (NE): NOT VISIBLE
IE (NW): NOT VISIBLE
RIM: 2990.34
SDMH
IE (24" SE): 2980.12
IE (8" NE): 2981.06
IE (24" SW): 2979.93
RIM: 2990.13
SSMH
TYP
ERU
DX-UNIT
AND FH-1
COLLECTOR
EXST DUST
A
ENLARGED SITE PLAN
1"=5'
B 1330
A
TYP 3
TYP
BLDG INTERFACE
FG = 2990.6 @
TOC = 2991.07
5'X4'
BLDG INTERFACE
FG = 2990.6 @
4' C
LR
2' -4
1' T Y P
1' T
Y P
2% MIN
2% MIN
EXST 8" SS
6'X4'
TOC =
TOC =
2991.00
EXISTING
FG = MATCH
TOC =
T H S
T R E E T
24" CONC SD
0.02 FT/FT
SLOPE =
110 LF
TYP
1% MIN
2' M
IN
, T
Y P
MATCH EXST
MATCH EXST
2% MIN
2% MIN
ELEC
GAS
SS IE:
36" CONC SD
DETERMINE
FIELD
IN PLACE
PIPE, RETAIN
TRANSITE
ABND
WORK.
15.
EXST FIRE DEPARTMENT EMERGENCY ACCESS. 14.
UTILITIES PRIOR TO CONSTRUCTION.
FIELD DETERMINE SIZE AND LOCATION OF EXST 13.
SANITARY SEWER SERVICE.
BETWEEN OUTSIDE OF WATER PIPE TO OUTSIDE OF
PROVIDE MINIMUM 10' HORIZONTAL SEPARATION 12.
SERVICE.
OF WATER SERVICE PIPE AND SANITARY SEWER
MAINTAIN 18" VERTICAL SEPARATION BETWEEN OUTSIDE 11.
4"x4" PVC WYE10.
BOLLARD, SEE DETAIL 4/C-5019.
SEE P-111 FOR CONTINUATION8.
EQUIPMENT SELECTION, SEE DETAIL 9/S-502.
CONC EQUIPMENT PAD, SIZE AS REQ'D PER FINAL 7.
4" CLEAN OUT, SEE DETAIL 3/C-501 6.
4" SERVICE SADDLE5.
AND BACKFILL PER DETAIL 2/C-501.
4" PVC SANITARY SEWER SERVICE, TYPICAL TRENCH 4.
AND PROVIDE SMOOTH TRANSITION.
MATCH EXST ELEVATION AT INTERFACE WITH EXST PVMT
PROVIDE NEW AC PVMT SECTION PER DETAIL 5/C-501. 3.
CONC STOOP, SEE DETAIL 1/C-5012.
BUILDING ADDITION, SEE A-1111.
s ig n e d b y
C h e c k e d b y
D ra w n b y
C a d F il e
D a te
P ro je c t
C H
M H
IL
L
S y m b o l
A p p ro v D a te
D e s c ri p ti o n
Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
C -5
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S p e c
P ro je c t
B o is e I d a h o
-7
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SHEET
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IF
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IN
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IG
N of 70
S T
A T
E OF
ID
A H
O
R
EGISTERED
P R
O
F
ES
SIO
NAL ENG
IN
E E R
LENA GANDIA
C-501
A T
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C
IV
IL
A T
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M A
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T A
IL
S
8"
M
IN
6"6"
CONCRETE STOOP
NTS
MIN WIDTH
PIPE OD+2'-0"
SEE PLANS
RESTORATION,
OR SURFACE
NEW SURFACING,
4" MIN
WHERE REQD
STABILIZATION
TRENCH
FINISHED GRADE
SOIL
UNDISTURBED
12" MIN
SPECIFIED
TAPE AS
MARKING
SPECIFIED
WIRE AS
LOCATING
DIAMETER
PIPE OUTSIDE
18" - 24"
1' MIN
LIMITS
TRENCH EXCAVATION
MATERIAL
PIPE BEDDING
1'-6" MIN PIPE ZONE,
1/2" R
PREPARED SUBGRADE
SEE CS101
FACILITY FF,
PREPARED SUBGRADE
TYPICAL TRENCH
NTS
M
IN
M
IN
C L
R
1'-6"
FINISH GRADE
REFLECTIVE YELLOW
CONCRETE AND PAINT
SMOOTH, FILL WITH
40 STEEL PIPE, GRIND
6" DIAMETER SCHEDULE
ENCASEMENT
CONCRETE
FINISH SMOOTH
GROUT PLUG,
NTS
9"
/8
1'-5 1/8"
CLEANOUT FRAME AND COVER
CLEANOUT
AND COVER
CLEANOUT FRAME
WATERTIGHT PIPE PLUG
PIPE OD + 1"
45° BEND
CONCRETE COLLAR
MATERIAL AS SPECIFIED
PIPE BEDDING
2'-0" SQ
AROUND CLEANOUT WYE
FOR A MINIMUM OF 8"
BEDDING MATERIAL
PROVIDE PIPE
EXTERIOR CLEANOUT
NTS
EXTERIOR BOLLARD
CS101
CS101
CS101
CS101
SEE CS101
ASPHALT,
/3
M A
X /4
M
IN
/3
M A
X /4
M
IN
1% MIN
2% MAX
FINISH GRADE
2%
BACKFILL
TRENCH
6" - 12"
SAWCUT
INITIAL
NTS
CS101
TYPICAL AC PAVMENT SECTION
PREPARED SUBGRADE
AS SPECIFIED
6" AGGREGATE BASE COURSE
3" PLANT MIX PAVEMENT
NOTES:
THICKNESSES AS REQUIRED TO MATCH EXISTING.
SECTION DURING DEMOLITION AND ADJUST SECTION
CONTRACTOR SHALL FIELD DETERMINE EXISITNG AC PVMT A.
FINISH GRADE, SEE CS101
PRIOR TO PATCHING
CLEAN, NEAT SAWCUT JUST
AGGREGATE BASE COURSE
AGGREGATE BASE COURSE
SEE NOTE C
INTERFACE,
STOOP-FF
SILICONE SEALER.
PREFORMED JOINT MATERIAL AND HOT-POURED JOINT SEALANT OR
AT BUILDING INTERFACE PROVIDE 1/2" EXPANSION JOINT CONSISTING OF C.
PROVIDE THICKENED EDGE ON ALL SIDES OF STOOP.B.
THE DOOR, OR AS INDICATED ON CS101.
WIDTH OF CONCRETE STOOP SHALL BE MIN 1'-0" WIDER THAN THE WIDTH OF A.
NOTES:
SERVICE CONN PIPE
SEE PLANS
SERVICE CONN PIPE
ADAPTER TO
s ig n e d b y
C h e c k e d b y
D ra w n b y
C a d F il e
D a te
P ro je c t
C H
M H
IL
L
S y m b o l
A p p ro v D a te
D e s c ri p ti o n
Drawing Number:
A B C D E F G H
GUNFIGHTERS
HOME OF THE
COMBAT COMMAND
AIR
DEPARTMENT OF
MOUNTAIN HOME AFB.
THE AIR FORCE
MOUNTAIN HOME
AFB
U.S. AIR FORCE
366 CES/CECD
1030 LIBERATOR ST.
MOUNTAIN HOME AFB, ID
83648-5442
E a s t F ro n t S tr e e t
S u it e
S -0
.d g n
S p e c
P ro je c t
B o is e I d a h o
-7
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N of 70
13835
S T
A T E
OF
ID
A H
O
P R
O
F
ES
SIO
NAL ENG
IN
E E
RLI
CENSED
B
R
ADLY L.TER
R
S-001
T S
T
IM
P S
E R
R Y
699305_1330S-001.dgn
S T
R U
C T
U R
A L N
O T
E S
G E
N E
R A
L
DESIGN CRITERIA
1.
2.
3.
5.
SNOW LOAD:
GROUND SNOW LOAD, Pg 20 PSF
IMPORTANCE FACTOR, I 1.0
EXPOSURE FACTOR, Ce
1.0
1.0
THERMAL FACTOR, Ct
250 PSF
BASIC WIND SPEED (3-SECOND GUST)
EXPOSURE
INTERNAL PRESSURE COEFFICIENT, GCpi
8.
UNIFIED FACILITIES CRITERIA (UFC) STANDARDS:
ROOF:
100 PSFTYPICAL, UNLESS NOTED OTHERWISE
ROOF LIVE LOAD
DESIGN CODE AND STANDARD:
+/- 0.18
6.
1.0
SEISMIC LOAD:
SPECTRAL RESPONSE ACCELERATIONS:
S
S
D1S
SDS
S
SEISMIC DESIGN CATEGORY
IMPORTANCE FACTOR, I
SITE CLASS
7.
ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
2015 INTERNATIONAL BUILDING CODE
II
FIRST FLOOR (SLAB-ON-GROUND):
C
D
0.279
0.092
0.263
0.147
C
20.0 PSF MIN FLAT-ROOF SNOW LOAD, Pm
ENCLOSURE CLASSIFICATION ENCLOSED
TOPOGRAPHIC FACTOR 1.0
GUST FACTOR 0.85
VELOCITY PRESSURE COEFFICIENT
VELOCITY PRESSURE, qh 13.5 PSF
RISK CATEGORY II
4. DEFLECTION CRITERIA (SERVICEABILITY)
LL
= L/360 LIVE LOAD
TL
= L/240 TOTAL LOAD
TYPICAL STEEL ROOF FRAMING
RISK CATEGORY
ANTI-TERRORISM CRITERIA:
OCCUPANCY
2.
3.
4.
5.
1.
GENERAL CONSTRUCTION
1.
2.
ASTM A36
STEEL PIPE
W-SHAPES AND WT-SHAPES 50 KSI
(Fy)
ASTM A992
ANGLES AND CHANNELS 36 KSI
ASTM A500 GRADE B 46 KSI
42 KSI
35 KSI
ASTM A53 GRADE B
36 KSI
ASTM A36
3.
4.
5.
6.
STRUCTURAL SHAPES AND PLATES:
FASTENING PRODUCTS:
AISC 360-10; SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
AWS D1.1-2015; STRUCTURAL WELDING CODE - STEEL
PLATES
6.
0.86 @ 16 FT
7.
UFC 3-301-01; SEISMIC DESIGN
UFC 1-301-01; STRUCTURAL ENGINEERING
UFC 1-200-01; GENERAL BUILDING REQUIREMENTS
SEISMIC FORCE RESISTING SYSTEM
RESPONSE MODIFICATION FACTOR, R
0.14SEISMIC RESPONSE COEFFICIENT, Cs
DESIGN BASE SHEAR, V 22 KIPS
RESPONSE MODIFICATION FACTOR, R
0.09SEISMIC RESPONSE COEFFICIENT, Cs
DESIGN BASE SHEAR, V
SEISMIC FORCE RESISTING SYSTEM
MASONRY SHEAR WALLS
ORDINARY REINFORCED
STEEL SYSTEMS NOT
DETAILED FOR SEISMIC
TL
= L/600 TOTAL LOAD
ANALYSIS PROCEDURE EQUIVALENT LATERAL
FORCE PROCEDURE
8.
9.
1.
2.
4.
3.
ELEVATION AND BUILDING COORDINATE LOCATIONS.
OF 100'-0". REFER TO THE CIVIL SITE PLAN FOR ACTUAL FINISH FLOOR DATUM
ALL ELEVATIONS ARE REFERENCED TO RELATIVE FINISH FLOOR DATUM ELEVATION
TYPICAL DETAIL.
LOCATION. COORDINATE WITH THE C.O. FOR INTERPRETATION OF APPLICABILITY OF
OCCURRING ON THE PROJECT WHETHER OR NOT THEY ARE IDENTIFIED IN EACH
TYPICAL DETAILS AS SHOWN ON THE DRAWINGS APPLY TO SIMILAR SITUATIONS
STRUCTURAL NOTES AND TYPICAL DETAILS.
NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE C.O..
EXISTING STRUCTURAL MEMBERS SHALL NOT BE CUT (FOR PIPES, DUCTS, ETC.)
SCAFFOLDING, FORMWORK, ETC. REQUIRED TO SAFELY PERFORM THE WORK.
CONSTRUCTION, ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK RELATED TO
EXCEED THE DESIGN LIVE LOADS.
INDICATE THE METHOD OF CONSTRUCTION. CONSTRUCTION LOADS SHALL NOT
THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT
FOUNDATIONS.
UNDERGROUND UTILITIES AND BURIED ITEMS PRIOR TO CONSTRUCTING
THE CONTRACTOR SHALL COORDINATE WITH THE C.O. TO LOCATE ALL EXISTING
PURPOSES OF BIDDING, SCHEDULING, AND CONSTRUCTION.
SPECIFICATIONS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS FOR
ATTENTION OF THE C.O. PRIOR TO PROCEEDING WITH RELATED WORK.
DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE
OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE CONTRACT
EXISTING ELEVATIONS AND DIMENSIONS ASSOCIATED WITH THE WORK. ALL
PRIOR TO FABRICATION AND CONSTRUCTION, THE CONTRACTOR SHALL VERIFY
USED TO DETERMINE SPECIFIC DIMENSIONS OR QUANTITY OF MATERIALS.
ON THE DRAWINGS ARE INTENDED FOR INFORMATION USE ONLY AND SHALL NOT BE
STRUCTURAL DRAWINGS SHALL NOT BE SCALED. REFERENCE SCALES INDICATED
UNLESS NOTED OTHERWISE.
DIMENSIONS SHOWN ARE TO THE CENTERLINE OF MEMBERS OR FACE OF WALLS,
ON GRID LINES, UNLESS NOTED OTHERWISE.
ALL COLUMNS, FOOTINGS, OR OTHER FOUNDATION ELEMENTS SHALL BE CENTERED
BETWEEN DIMENSIONS SHOWN.
UNLESS NOTED OTHERWISE, BEAMS AND JOISTS SHALL BE EQUALLY SPACED
DIMENSIONS AND DATUM
FOUNDATIONS:
1.
4.
3.
SHALL BE IN ACCORDANCE WITH THE TYPICAL DETAILS.
SUBGRADE PREPARATION FOR GROUND SUPPORTED SLABS AND FOUNDATIONS
EVENLY TO THE EXTENT POSSIBLE.
CONCRETE HAS ATTAINED 80% DESIGN STRENGTH. BACKFILL EACH SIDE OF WALL
BACKFILL SHALL NOT BE PLACED BEHIND FOUNDATION STEM WALLS UNTIL
SHALL BE MADE PRIOR TO PLACEMENT OF FORMS AND REINFORCING STEEL.
DOCUMENTS AND GEOTECHNICAL ENGINEERING REPORT. THE OBSERVATION
ENGINEER, OR DESIGNEE, TO VERIFY CONFORMANCE WITH THE CONTRACT
ALL FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY A GEOTECHNICAL
CONCRETE:
1.
2.
3.
4.
5.
8.
FOLLOWING, UNLESS OTHERWISE SPECIFIED:
ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE
ACI 301-10; SPECIFICATIONS FOR STRUCTURAL CONCRETE
ACI 318-14; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.5. JOINTS SHALL BE LOCATED ON COLUMN GRID LINES AND AT 15 FEET MAXIMUM.
EXCEEDING 250 SQUARE FEET AND A MAXIMUM PANEL LENGTH TO WIDTH RATIO OF
GROUND SHALL BE BOUND BY CONTRACTION JOINTS WITH AN ENCLOSED AREA NOT
GROUND AND FOUNDATION WALLS TO THE C.O. FOR REVIEW. CONCRETE SLABS ON
THE CONTRACTOR SHALL SUBMIT A PROPOSED FLOOR JOINT LAYOUT FOR SLABS ON
FULL AMPLITUDE OF APPROXIMATELY 3/16 INCH.
PLACING ADJACENT CONCRETE. CONCRETE SURFACES SHALL BE ROUGHENED A
ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS PRIOR TO
CHAMFERED 3/4 INCH, UNLESS SPECIFICALLY NOTED OTHERWISE.
EXPOSED EDGES OF CONCRETE (BEAMS, COLUMNS, WALLS, ETC.) SHALL BE
EMBEDDED ALUMINUM CONDUITS AND PIPES SHALL NOT BE PERMITTED.
WALLS, BEAMS, OR COLUMNS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.
CONDUITS, PIPES, DUCTS, OR SLEEVES SHALL NOT BE EMBEDDED WITHIN SLABS,
EQUIPMENT FURNISHED PRIOR TO PLACEMENT OF CONCRETE.
ETC. WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND
OPENINGS, SLEEVES, INSERTS, DOWELS, DEPRESSIONS, CURBS, PITS, CONDUITS,
THE CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF EMBEDDED ITEMS,
f 'c = 3,000 PSI
#3
SIZE
BAR
BARS
TOP
BARS
OTHER
DEVELOPMENT
TENSION
#4
#5
#6
(GRADE 60 UNCOATED BARS)
f 'c = 4,000 PSI
#3
SIZE
BAR
BARS
TOP
BARS
OTHER
DEVELOPMENT
TENSION
#4
#5
#6
(GRADE 60 UNCOATED BARS)
REINFORCING STEEL:
1. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN
2.
3.
DESCRIPTION
4.
5.
6.
7.
8.
9.
BAR CONGESTION, FIELD CONDITIONS, ETC.
INCREASE CONCRETE COVER AS REQUIRED TO ACCOMMODATE EMBEDDED ITEMS,
SCHEDULE, UNLESS NOTED OTHERWISE IN A SPECIFIC SECTION OR DETAIL.
PROVIDE THE MINIMUM CONCRETE COVER INDICATED IN THE FOLLOWING
ACCORDANCE WITH THE FOLLOWING, UNLESS OTHERWISE SPECIFIED:
CONCRETE EXPOSED TO EARTH OR WEATHER
INTERSECTIONS OF FOOTINGS AND WALLS. PROVIDE CONTACT LAP SPLICES.
BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND
ACCORDANCE WITH THE FOLLOWING TABLES, UNLESS NOTED OTHERWISE. PROVIDE
TENSION DEVELOPMENT AND REINFORCING BAR LAP SPLICES SHALL BE IN
CONTACT LAP SPLICES. BAR LAPS SHALL BE SECURELY WIRED TOGETHER.
#11 AND SMALLER BARS MAY BE SPLICED USING MECHANICAL CONNECTIONS OR
WELDING IS NOT PERMITTED.
ALL WELDED REINFORCING SHALL BE IN ACCORDANCE WITH AWS D1.4. TACK
SPACING REQUIREMENTS.
TO ACCOMODATE PLACEMENT. ADD ADDITIONAL BARS IF NECESSARY TO MAINTAIN
SECTION OR DETAIL. AT LOCATIONS OF CONFLICT, SPREAD THE REINFORCEMENT
THE CONTRACTOR SHALL NOT CUT REINFORCEMENT UNLESS INDICATED BY
NOT BE FIELD BENT, EXCEPT WHEN SPECIFICALLY INDICATED ON THE DRAWINGS.
REINFORCING BARS SHALL BE COLD BENT. BARS EMBEDDED IN CONCRETE SHALL
318, UNLESS SPECIFICALLY NOTED OTHERWISE.
STANDARD HOOKS CONFORMING TO THE BEND DIMENSION REQUIREMENTS OF ACI
ALL REINFORCING BAR HOOKS INDICATED ON THE DRAWINGS SHALL BE ACI
ACI SP-66; ACI DETAILING MANUAL - 2004
CRSI MSP-1; MANUAL OF STANDARD PRACTICE, 28TH EDITION, 2009
ASTM A615, GRADE 60.
TYPICAL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO
1.
2.
3.
4.
5.
6.
7.
MASONRY:
1,500 PSISPECIFIED DESIGN STRENGTH OF MASONRY, f 'm
CONCRETE MASONRY PROPERTIES:
a) b) c)
UNLESS OTHERWISE SPECIFIED:
ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING,
ACI 530-13; BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
ACI 530.1-13; SPECIFICATION FOR MASONRY STRUCTURES
COMPRESSIVE STRENGTH OF 2000 TO 4000 PSI.
GROUT: ASTM C476 GROUT. GROUT SHALL HAVE A 28-DAY
MORTAR: ASTM C270, TYPE S. MASONRY CEMENT SHALL NOT BE USED.
COMPRESSIVE MASONRY STRENGTH.
CONCRETE MASONRY UNITS: ASTM C90, MEDIUM WEIGHT, NET 1900 PSI
REINFORCED CELLS.
EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LOCATED IN
10.
11.
8.
9.
a.
b.
c.
ACCORDANCE WITH THE FOLLOWING, UNLESS OTHERWISE SPECIFIED:
ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN
RECTANGULAR, SQUARE, ROUND HSS
ANCHOR RODS ASTM F1554, GRADE 36
STAGGERED BY 24 INCHES WHEN SEPARATED BY 3 INCHES OR LESS.
LAP SPLICES SHALL BE 48 BAR DIAMETERS. ADJACENT LAP SPLICES SHALL BE
1.
2.
3.
4.
BLAST ENCLOSURE AREA
GRIT BLAST ENCLOSURE AREA:
BREAKROOM/ADMIN ADDITION:
2 KIPS
BLAST ENCLOSURE WIND LOADS:
85 MPH
BLAST EXPLOSIVE WEIGHT
> 350 FT
STANDOFF DISTANCE
CONVENTIONAL CONSTRUCTION
II
BASIC WIND SPEED (3-SECOND GUST)
EXPOSURE
INTERNAL PRESSURE COEFFICIENT, GCpi
8.
C
ENCLOSURE CLASSIFICATION ENCLOSED
TOPOGRAPHIC FACTOR 1.0
GUST FACTOR 0.85
VELOCITY PRESSURE COEFFICIENT
VELOCITY PRESSURE, qh
ADDITION WIND LOADS:
115 MPH
1.0
9.
GROUT HORIZONTAL BOND BEAMS, REINFORCED CELLS, AND LINTELS.
SPECIFICALLY NOTED OTHERWISE.
MASONRY COURSES SHALL BE PLACED IN A RUNNING BOND PATTERN, UNLESS
REQUIREMENTS ARE NOT MET.
STRENGTH METHOD. PRISM TEST METHOD IS REQUIRED WHEN THE ABOVE
COMPRESSIVE STRENGTH OF MASONRY SHALL BE DETERMINED BY THE UNIT
COMPOSITE STEEL FLOOR DECK
5.
6.
7.
8.
DEPTH
DECK
METAL
TYPE
DECK
DECK
OVER
CONC
DECK
DEPTH
TOTAL GAGE YIELD FINISH
IN / FT
I
IN / FT
SP
IN / FT
SN
1.5" PLB 2.5" 4" 20 33 KSI 0.216 0.218 0.227
G60
GALV
4 3 3
LIVE LOADS:
TYPICAL, UNLESS NOTED OTHERWISE
GRIT BLAST ENCLOSURE LID
20 PSF
MASONRY LINTEL
MINIMUMS AND HISTORICAL GEOTECHNICAL REPORTS AT MHAFB.
FOUNDATION DESIGN IS BASED ON ASSUMPTIONS USING CODE PRESCRIBED
MINIMUM COMPRESSIVE STRENGTH:
TYPE
STRUCTURAL
NON-STRUCTURAL
4,000 PSI
3,000…
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