FY17_Rpr_by_Rpl_Var_Bldgs_Block_A1_drawings_Part6.pdf
PDF 9 MB Posted
- Attached to
- $300M Small Business DBB MATOC
- Solicitation number
- W9128A-19-R-0002
About this file
This document provides details for a $300 million Multiple Award Task Order Contract (MATOC) opportunity with the U.S. Army Corps of Engineers Engineering District Honolulu. Small businesses will be able to compete for design-bid-build construction services contracts in the state of Hawaii on a task order basis. The last day for offerors to submit requests for information is September 16, 2019. The MATOC aims to streamline the award of smaller construction projects in Hawaii to small businesses.
Sample Project - Drawing 6 of 12
View the file
Other files
Show all 32
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CG502
V O
LU
M
E
G E
N E
R A
L N
O
TE
S
1. THIS PROTOCOL IS INTENDED TO PROVIDE FOR THE OPTIONAL
USE OF OFF-SITE PTA �UARRIED MATERIAL UNDER
CONDITIONS OF IMMEDIATE AND EXIGENT NEED, BASED ON
CONSIDERATIONS FOR PROJECT SCHEDULES, COSTS, AND THE
AVAILABILITY OF AGGREGATE FROM THE ON-SITE MAIN
�UARRY AT PTA. INCREASED RISK OF IMPORTATION OF
INVASIVE PLANT AND INVERTEBRATE SPECIES TO PTA/KMA
THROUGH THE USE OF OFF-SITE �UARRY MATERIAL IS
UNAVOIDABLE, AND ALTHOUGH THIS PROTOCOL IS DESIGNED
TO REDUCE RISK TO A MINIMUM LEVEL, RISK CANNOT BE
ELIMINATED. THEREFORE, RE�UESTS FOR THE OPTIONAL USE
OF OFF-SITE �UARRY MATERIAL SHALL BE CONSIDERED ONLY
FOR EXCEPTIONAL CIRCUMSTANCES, AND WITH THE ONUS OF
JUSTIFICATION ON THE PROJECT PROPONENT. JUSTIFICATION
OF NEED WILL NOT NECESSARILY LEAD TO AN APPROVAL FOR
USE OF OFF-SITE AGGREGATE. CONDITIONS AT THE OFF-SITE
�UARRY OR OTHER SOURCE, WITH RESPECT TO PRESENCE
AND TYPES OF INVASIVE SPECIES, AND ASSESSED RISKS FOR
IMPORTATION OF INVASIVE SPECIES TO PTA/KMA, SHALL BE
THE FINAL DETERMINING FACTORS.
2. THE PROJECT PROPONENT SHALL SUBMIT A DETAILED RE�UEST
FOR THE USE OF OFF-SITE AGGREGATE TO THE ARMY BIOLOGIST
AT THE PTA NATURAL RESOURCES OFFICE AT LEAST 60 DAYS
PRIOR TO PROPOSED DELIVERY OF MATERIAL TO THE PTA/KMA
CONSTRUCTION SITE. INFORMATION PROVIDED SHALL INCLUDE
BUT NOT NECESSARILY BE LIMITED TO:
DESCRIPTION OF NEGATIVE IMPACTS ON PROJECT
SCHEDULE/COSTS DUE TO USE OF ON-SITE PTA
�UARRY MATERIAL�
LOCATION OF OFF-SITE AGGREGATE SOURCE, AND
CONTACT INFORMATION OF �UARRY OPERATOR�
PROJECT LOCATION AT PTA/KMA�
DISTRIBUTION OF EXISTING INVASIVE SPECIES AT THE
PTA/KMA PROJECT LOCATION�
�UANTITY, TYPE, AND SIZE GRADATION OF OFF-SITE
AGGREGATE�
DESCRIPTION OF THE USE AND DISTRIBUTION OF
OFF-SITE AGGREGATE AT THE PTA/KMA PROJECT SITE�
PROPOSED DELIVERY SCHEDULE FOR OFF-SITE
AGGREGATE�
SCHEDULED PROJECT COMPLETION DATE.
3. IF JUSTIFICATION FOR OPTIONAL USE OF OFF-SITE AGGREGATE IS
ACCEPTED BY THE ARMY BIOLOGIST, A NATURAL RESOURCES
OFFICE BIOLOGIST SHALL CONDUCT A SITE INSPECTION AT THE
PROPOSED OFF-SITE �UARRY OR OTHER SOURCE, TO
DETERMINE THE PRESENCE OF INVASIVE PLANT AND
INVERTEBRATE SPECIES, AND TO EVALUATE THE RISK OF
IMPORTATION OF SPECIES TO PTA, IF INVASIVE SPECIES ARE
PRESENT.
4. INSPECTION PROCEDURES:
4.1. PLANTS: SELECTED AGGREGATE STOCKPILES AT THE
OFF-SITE LOCATION SHALL BE VISUALLY INSPECTED IN THEIR
ENTIRETY FOR THE PRESENCE OF PLANTS, PLANT PARTS, OR
SEEDS, TO THE EXTENT PRACTICAL VIA SURFICIAL SURVEY. IF
PRESENT, PLANT MATTER MUST BE IDENTIFIED TO THE
LOWEST TAXON POSSIBLE AND DOCUMENTED FOR
REPORTING PURPOSES. AREAS ADJACENT TO THE
STOCKPILE SHALL BE INSPECTED TO A DISTANCE OF 100 M
FROM THE STOCKPILE BASE, WITH PARTICULAR ATTENTION
GIVEN TO WINDWARD AREAS. POINTS AND AREAS OF
CONCERN WITHIN STOCKPILE AND FOR ADJACENT AREAS
WILL BE GEO-LOCATED. IF SURVEYS INDICATE THE PRESENCE
OF INVASIVE PLANTS OR PLANT PARTS, MANAGEMENT
MEASURES IN ACCORDANCE WITH 8.1 BELOW WILL BE
IMPLEMENTED IN PLACE PRIOR TO REMOVAL OF AGGREGATE
FROM �UARRY STOCKPILE.
4.2. INSPECTION FOR INVERTEBRATES (ANTS) WILL BE
CONDUCTED AT THE SELECTED SOURCE STOCKPILE, AT TEN
(10) E�UALLY SPACED PERIMETER LOCATIONS BETWEEN THE
STOCKPILE BASE AND ELEVATION 5 M ABOVE EXISTING
GRADE. INSPECTION WILL BE CONDUCTED USING THE "ANT
CARD" METHOD, AS DEVELOPED BY HARTLEY AND LESTER
(HARTLEY, S., LESTER, P.J. 2005. NATIONAL ANT
SURVEILLANCE SENSITIVITY TRIAL: FINAL REPORT.
TECHNICAL REPORT TO NEW ZEALAND MINISTRY OF
AGRICULTURE AND FORESTRY, CONTRACT NO. BER 64/2003).
ALL ANT SPECIES FOUND WILL BE CONSIDERED INVASIVE, SO
TAXONOMIC IDENTIFICATION IS NOT RE�UIRED. IF ANT CARDS
INDICATE THE PRESENCE OF ANTS, MANAGEMENT MEASURES
IN ACCORDANCE WITH 8.2 BELOW WILL BE IMPLEMENTED IN
PLACE PRIOR TO REMOVAL OF AGGREGATE FROM �UARRY
STOCKPILE.
5. ASSESSMENT OF RISK
5.1. GENERAL:
5.1.1. OFF-SITE AGGREGATE MATERIAL WILL BE LIMITED TO
�UARRIED SUB-SURFACE ROCK MATERIAL ONLY, AND
WILL NOT INCLUDE SOIL MATERIAL. ALL OFF-SITE
�UARRIED MATERIAL USED AT PTA/KMA WILL BE
SOURCED EXCLUSIVELY FROM HAWAII ISLAND. BECAUSE
OF THE NATURE OF �UARRIED ROCK (I.E. DEVOID OF
SOIL OVERBURDEN) IT IS UNLIKELY THAT �UARRIED
MATERIAL FROM OFF-SITE WOULD BE A SOURCE OF
INVASIVE PLANTS, PLANT PARTS, SEEDS, OR
INVERTEBRATE SPECIES. MOREOVER, THE USE OF
�UARRIED FILL MATERIAL IN ENGINEERED
CONSTRUCTION FOR ROAD BEDS, TRENCH BACKFILL,
CONCRETE, ETC., DOES NOT PROVIDE A FAVORABLE
ENVIRONMENT FOR THE GROWTH OR PROPAGATION OF
LIVING MATTER. THESE INHERENT CHARACTERISTICS OF
CONDITIONS AT �UARRIES, AND THE END-USE OF
OFF-SITE AGGREGATE PRODUCTS AT PTA/KMA, GREATLY
REDUCE THE PROBABILITY THAT INVASIVE SPECIES WILL
BE INTRODUCED TO PTA/KMA THROUGH THE USE OF
OFF-SITE �UARRIED MATERIAL.
5.2. SPECIFIC:
5.2.1. SPECIFIC RISKS SHALL BE ASSESSED BASED ON PLANT
OR INVERTEBRATE SPECIES IDENTIFIED PER 4.1 AND 4.2
ABOVE. ASSESSMENT OF SPECIFIC RISKS SHALL
ACCOUNT FOR:
TYPES AND NUMBERS OF PLANT/INVERTEBRATE
SPECIES FOUND AT THE OFF-SITE �UARRY�
CURRENT DISTRIBUTION OF THESE SPECIES ACROSS
PTA/KMA�
PROJECT LOCATION AT PTA/KMA
�UANTITY OF OFF-SITE MATERIAL TO BE TRANSPORTED
TO PTA/KMA
END-USE OF OFF-SITE MATERIAL AT PTA/KMA
6. WITHIN 2 WEEKS FOLLOWING THE FIELD INSPECTION AT THE
OFF-SITE �UARRY, THE NATURAL RESOURCES OFFICE BIOLOGIST
SHALL PREPARE A FIELD REPORT OF FINDINGS AND
RECOMMENDATIONS AND SUBMIT THE REPORT TO THE ARMY
BIOLOGIST.
7. THE ARMY BIOLOGIST SHALL REVIEW THE FINDINGS AND
RECOMMENDATIONS, PREPARE MANAGEMENT MEASURES IN
ACCORDANCE WITH FINDINGS AND 7 A) AND 7 B) BELOW, AND
RETURN A DECISION TO THE PROJECT PROPONENT VIA
MEMORANDUM FOR RECORD WITHIN 2 WEEKS FOLLOWING
RECEIPT OF THE INSPECTION REPORT.
8. MANAGEMENT MEASURES TO MITIGATE RISK. IF THE OPTIONAL
USE OF OFF-SITE AGGREGATE IS APPROVED, THE PTA NATURAL
RESOURCES OFFICE SHALL PREPARE A LIST OF MANAGEMENT
ACTIONS SPECIFIC TO ANY INVASIVE SPECIES FOUND AT THE
OFF-SITE SOURCE, TO MITIGATE ASSESSED RISKS ASSOCIATED
WITH THE USE OF OFF-SITE �UARRY MATERIAL. MANAGEMENT
MEASURES SHALL BE DEVELOPED AND DELIVERED TO THE
PROJECT PROPONENT VIA MEMORANDUM FOR RECORD WITHIN 2
WEEKS OF APPROVAL DATE.
8.1. PLANTS: MANAGEMENT MEASURES FOR INVASIVE PLANT
SPECIES IDENTIFIED AT THE OFF-SITE AGGREGATE
SOURCE WILL INCLUDE APPLICATION OF APPROPRIATE
HERBICIDES IN SITU PRIOR TO REMOVAL OF MATERIAL,
AND MONITORING OF CONSTRUCTION SITES WHERE
OFF-SITE AGGREGATE IS USED. HERBICIDES SELECTED
FOR USE INCLUDE PRE-EMERGENT GENERAL-USE
HERBICIDES LANDMARK XP® (SULFMETHRAN METHYL +
CHLORSULFURAN) OR OUST XP® (SULFMETHRAN METHYL),
AND POST-EMERGENT GENERAL-USE HERBICIDES
ROUNDUP PRO MAX® (GLYPHOSATE) FOR BROADLEAF AND
GRASSY SPECIES AND GARLON 4® (TRICLOPYR) FOR
WOODY SPECIES.MONITORING OF CONSTRUCTION SITES
AT PTA/KMA THAT INCORPORATE OFF-SITE AGGREGATE
WILL BE INCORPORATED INTO THE REGULAR OPERATIONS
OF THE INCIPIENT WEED PROGRAM. IT IS NOTED THAT
MONITORING OF ALL CONSTRUCTION SITES FOR THE
PRESENCE OF INVASIVE PLANT SPECIES IS A
RE�UIREMENT OF THE 2003 BIOLOGICAL OPINION.
8.2. INVERTEBRATES: MANAGEMENT MEASURES FOR INVASIVE
INVERTEBRATE SPECIES IDENTIFIED AT THE OFF-SITE
AGGREGATE SOURCE WILL INCLUDE APPLICATION OF
APPROPRIATE INSECTICIDES IN SITU PRIOR TO REMOVAL OF
MATERIAL. INSECTICIDES SELECTED FOR USE INCLUDE
GENERAL-USE INGESTION INSECTICIDE MAXFORCE ANT BAIT®
(HYDRAMETHYLNON) OR GENERAL-USE CONTACT
INSECTICIDE PYRENONE® (PYRETHRIN). INSECTICIDES WILL
BE APPLIED IN ACCORDANCE WITH LABELING DIRECTIONS TO
ACHIEVE THE MAXIMUM EFFECT.
9. THE PROJECT PROPONENT SHALL BE RESPONSIBLE FOR
IMPLEMENTING ALL MANAGEMENT ACTIONS AS RE�UIRED BY
THE PTA NATURAL RESOURCES OFFICE, IN A TIMELY AND
THOROUGH MANNER, AND IN ACCORDANCE WITH ALL
APPLICABLE RE�UIREMENTS OF THE 2003 BIOLOGICAL OPINION
AND 2008 BIOLOGICAL OPINION.
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
TI
O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
TE
FI
LE
N U
M B
E R
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
D A
TE
M
A R
K D
E S
C R
IP
TI
O N
C O
N
TR
A C
T N
O
D A
TE
A
P P
R
US Army Corps of Engineers
A N
S I D
R H
JG
-T
IT
LB
K
.d gn
IS
S
U E
D A
TE
R E
P A
IR
B
Y R
E P
LA
C
E M
E N
T V
A R
IO
U
S B
U
IL
D
IN
G S
P
O H
A K
U
LO
A T
R A
IN
IN
G A
R E
A (P
TA
IS
LA
N D
O F
H A
W A
II,
H
A W
A
II
/0 5/
SHEET
IDENTIFICATION
A S
N O
TE
D
/0 3/
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D R
H J
G -T
IT
L B
K .d g n
IS
S
U E D
A T
E
R E
P A
IR
B
Y R
E P
L A
C E
M E
N T V
A R
IO
U S B
U
IL
D
IN
G S
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A P
T A
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H A
W A
II
/0
/1
IDENTIFICATION
SHEET
A S N
O T
E D
/0
/1
VARIES
BL 65 3
-1 /2
E Q
E Q
3" 3"
SEE DET. 14/A-106
MOUNTED
WALL
MELAMINE
HIGH GRADE
RAISED 1/32"
6" SYMBOL
1/32"
ROMAN RAISED
NEUE 55
HELVETICA
BRAILLE
WITH GRADE 2
DESCRIPTION
ROOM
1" TACTILE
9"
TEXT
TEXTMOUNTED
WALL
MELAMINE
HIGH GRADE
9"
ROMAN RAISED 1/32"
BRAILLE HELVETICA NEUE 55
1" TACTILE TEXT WITH GRADE 2
/4
/8
/4
3/16".
OR DOOR
FINISHED WALL
FOAM TAPE
DOUBLE EMULSION
SHEET
SIDE OF ACRYLIC
BRAILLE TO FRONT
PICTORGRAMS,
3/8" RAISED TEXT,
1 3/16" ACRYLIC SHEET
STRIPS
MESSAGE
/1
/8
/1
/8
/1
ALL AROUND
EDGES
POLISHED
TAPE
DOUBLE FOAM
FINISHED WALL
ALL AROUND
POLISH EDGES
TAPE
DOUBLE FOAM
WHITE ACRYLIC
BONDED TO SIM (1/8")
OR PHOTOPOLYMER
ENGRAVING STOCK
FULL SHEET 1/18"
6" TYP 6" TYP
SIGNSIGN
REGULAR) ON ALUM PANEL
LETTERING (HELVETICA
SENSITIVE WHITE VINYL
SHEETING W/PRESSURE
CORPS BROWN REFLECTED
TYP FOR ALL ROOM SIGNS
NOTE:
PTA
BLDG NUMBER WITH
HT. COORDINATE
ELEVATION FOR MTG
*SEE EXTERIOR
1/4" SPACER
ANCHOR
BOLT W/MASONRY
3/16" DIA HEX HEAD
.080 ALUMINUM SHEET
ANCHOR
BOLT W/MASONRY
3/16" DIA HEX HEAD
NOT REQUIRED
ENAMEL IF REFLECTIVE SHEETING IS
NOTE: FINISH SIGN FACE IN BAKED
1/4"
SMOOTH FACE CMU
ROOF
WALL MOUNT (TYP)
WALL
BUILDING EXTERIOR
1" F/F PULLING ELBOW
PIPE PENETRATION
UNIT
TO STATIC DISCHARGE
MOUNT
VERTICAL
SECTION CUT ELEVATION
FIRE ALARM ANTENNA
ISOMETRIC
& VERTICAL
MOUNT DETAIL
SEE VERTICAL
ISOMETRIC
A, SECTION B, &
ELEVATION, SECTION
SEE WALL MOUNT
MAINTAINABILITY
RECEPTION AND OPTIMIZE
RADIO SIGNAL TRANSMISSION/
LOCATE ANTENNA TO MAXIMIZE
WITH MANUFACTURER DIRECTIONS.
INSTALLED IN STRICT CONFORMANCE
5. SUPPORT ASSEMBLY SHALL BE
300 LBS.
CAPABLE OF SUPPORTING A MINIMUM OF
4. EACH HANGER SUPPORT SHALL BE
153.
GALVANIZED PER ASTM A 123 OR ASTM A
OR A635. FINISH SHALL BE HOT-DIPPED
CONFORMING TO ASTM A575, A576, A36
SHALL BE FABRICATED FROM STEEL
OR ASTM A653 GRADE 33. ALL FITTINGS
CONFORM TO ASTM A1011 SS GRADE 33
3. STEEL CHANNEL MEMBERS SHALL
STUD FRAMING
CONNECTED TO CMU WALL AND METAL
2. SUPPORT FRAMING SHALL BE
PRIOR TO CONSTRUCTION
CONTRACTING OFFICER FOR REVIEW
CALCULATIONS SHALL BE SUBMITTED TO
ASSEMBLY SHOP DRAWINGS AND
PRE-REVIEWED EQUAL. SUPPORT
UNISTRUT CORPORATION OR
CONNECTIONS SHALL BE PROVIDED BY
1. ANTENNA SUPPORT FRAMING AND
UNISTRUT/CHANNEL FRAMING NOTES
AFF, TYP
EL: 7’-4"
B A
EQUAL
SYSTEM OR APPROVED
BY UNISTRUT FRAMING
ALL PARTS SHOWN ARE
TYP.
BOLTS TO WALL,
1/2" DIA. ANCHOR
CLAMP
PIPE/CONDUIT
/8
8" MIN.
O.C., MAX.
BRACKET @ 36"
WALL MOUNTING
DRWGS.
SEE ELECTRICAL
1" DIA. PIPE CONSUIT
WALL MOUNT ELEVATION
FACE OF CMU WALL
MAX.
BRACKET @ 36" O.C.,
WALL MOUNTING
DRWGS.
SEE ELECTRICAL
1" DIA. PIPE CONSUIT
TYP.
BOLTS TO WALL,
1/2" DIA. ANCHOR
CLAMP
PIPE/CONDUIT
IN EPOXY
EXP, BOLT SET
WALL MOUNT SECTION A
FACE OF CMU WALL
TYP.
BOLTS TO WALL,
1/2" DIA. ANCHOR
O.C., MAX.
BRACKET @ 36"
WALL MOUNTING
IN EPOXY
EXP, BOLT SET
WALL MOUNT SECTION B
VERTICAL MOUNT DETAIL
EDGE ANGLE
CONTINUOUS
SYSTEM
ARM SUPPORT
CANTILEVER
UNISTRUT
FITTING
FLAT PLATE
UNISTRUT
PIPE STRAP
STRAP
PIPE
GUTTER
METAL
VERTICAL MOUNT ISOMETRIC
WALL MOUNT ISOMETRIC
A-505
A3
MTL SOFFIT
SEE C2/A501, VOL 0
FOR TYPICAL NOTES,
TYPICAL CMU
HEADER SEE
C5/S005, VOL 0
END TRIM
MTL SOFFIT
EL: 8’-1" AFF, TYP
TYPICAL CMU
HEADER SEE
C5/S005, VOL 0
CONTIUOUS MTL
STUD TRACK
7/8" DEEP 20 GA HAT
CHANNEL @ 16" O.C.
3 5/8" DEEP 20 GA
METAL STUD
@ 16" O.C.
A-502
B U
IL
D
IN
G D
E T
A
IL
S V
O L
U M
E G
E N
IN
F O A
N D D
E T
A
IL
S
C2
ANTENNA MOUNTING DETAILS
D1
SCALE: NTS
EXT BLDG NO SIGN & SECONDARY BLDGS
D2
SCALE: NTS
C1
A1
SCALE: NTS
A2
SCALE: NTS
TYP ROOM SIGN MOUNTING HEIGHT
B4
SCALE: NTS
A4
SCALE: NTS
A3
SCALE: NTS
TYP ROOM SIGN MTG DETAIL - INTERIOR
TYP ROOM SIGN MTG DTL - INT. W/INSERT
TYP ROOM SIGN
TYP RESTROOM ID SIGN TYP EXTERIOR BULDING ID SIGN MTG DETAIL
SCALE: NTS
ROOF OVERHANG DETAIL
SCALE: 1 1/2" = 1’-0"
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D R
H J
G -T
IT
L B
K .d g n
IS
S
U E D
A T
E
R E
P A
IR
B
Y R
E P
L A
C E
M E
N T V
A R
IO
U S B
U
IL
D
IN
G S
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A P
T A
IS
L
A N
D O
F H
A W
A
II
H A
W
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H A
W A
II
/0
/1
IDENTIFICATION
SHEET
A S N
O T
E D
/0
/1
CONC SIDEWALK
SIDE ELEVATION
SL
(SEE 3/CG501, VOL 0 FOR DETAIL)
5’-0"SEE CIVIL
WATER PROOF MEMBRANE
APPROVED EQUAL
BOBRICK #B985 OR
BASIS OF DESIGN:
HANGER
STAINLESS STEEL
HEAVY DUTY
STAIR ELEVATION
S P
L
IT
F
A C
E C
M U
BIBB
HOSE
C M
U F
A C
E
M
O O
T H
1’-0"
11"
RAILING
DIA. STEEL PIPE
PAINTED 1 1/2"
(4
E Q R
IS
E R
S
1’-0"
1"
GRADE DETAIL
FOR CONC STAIR ON
SEE STRUCTURAL
CONCRETE STAIR.
BEYOND
COLUMN
CONC
BEYOND
DOWNSPOUT
BEYOND
LOW WALL EDGE
METAL FRAME
METAL FRAME
1’ - 3"
LOCKERS
AT END OF
W/END PANEL
SLOPED TOP
BASE
ENCLOSED
COAT HOOK
HANGER ROD
LK-1
METAL SHELF
A-503
B U
IL
D
IN
G D
E T
A
IL
S V
O L
U M
E G
E N
IN
F O A
N D D
E T
A
IL
S
C2
A1
SCALE: 3/4" = 1’-0"
STAIR & RAILING DETAIL
SCALE: 3/4" = 1’-0"
TYPICAL BOOT WASH DETAIL
A4
TYPICAL LOCKER SECTION
SCALE: 1 1/2"" = 1’-0"
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D R
H J
G -T
IT
L B
K .d g n
IS
S
U E D
A T
E
R E
P A
IR
B
Y R
E P
L A
C E
M E
N T V
A R
IO
U S B
U
IL
D
IN
G S
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A P
T A
IS
L
A N
D O
F H
A W
A
II
H A
W
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H A
W A
II
/0
/1
IDENTIFICATION
SHEET
A S N
O T
E D
/0
/1
42" MIN.
12" MAX.
54" MIN.
36" MIN.
8" MIN.
M
IN
C L E
A R
18" TYP.
30" MIN.
M
IN
7" MIN. / 9" MAX. 16" MIN. / 18" MAX.
T O
IL
E T
U N
IS
X
M A
X
18" TYP.
5’ - 0" CLR
M
IN
1’ - 6"
6" MAX
T .O L
A V
6" MIN
M
IN
S U
R F
A C
E B .O
R E
F L E
C T
IV
E U
N
IS
E X T
O
IL
E T
M A
X
M A
X
(1
M
IN
M A
X
(1
M
IN
T .O F
L U
S H H
A N
D L E
M A
X
M A
X
M
IN
M A
X
M
IN
T .O
H O
O K
M
X
M A
X
DISPENSER
MOUNT SOAP
SURFACE
GRAB BAR
TSCD
TOILET ONLY)
DISPOSAL (WOMEN’S
SANITARY NAPKIN
MIRROR
24"x36"
CL
LC
CLEARANCE
TOE AND KNEE
CLEARANCE
FLOOR
LAVATORY
(ACCESSIBLE STALL)
TYPICAL FRONT ELEVATION
TYPICAL SIDE ELEVATION
LAVATORY - TYPICAL FRONT ELEVATION
LAVATORY -
TYPICAL FLOOR PLAN
LAVATORY -
(ACCESSIBLE STALL)
TYPICAL SIDE ELEVATION
ONLY
AND RESTROOM
IN WOMEN’S
DISPOSAL
NAPKIN
SANITARY ROBE HOOK
FINISH SCHEDULE
VOL NO. NAME HEIGHT FLOOR FINISH CEILING FINISH COMMENTS
VOL 1
VOL 2
BARRACKS - LARGE 8’ - 8" AFF
DOOR DOOR FRAME
GYP-1
FINISH LEGEND
SYMBOL MATERIAL PATTERN/COLOR COMMENTS
GYPSUM BOARD
CT-1 CERAMIC TILE
SLIGHTLY BEVELED MODIFIED STRAIGHT EDGE
GRT-1 GROUT
NON-STAINING, DRY-SET GROUT FOR WALLS, COLOR TO MATCH TILE
COMMERCIAL PORTLAND CEMENT GROUT, WATER RESISTANT,
CONC-1 SEALED CONCRETE
PT-1
CMU WALL)
PAINT (INTERIOR
PT-2
WALL @ VOL 3 & 4)
PAINT (INTERIOR CMU
PT-3
& DOOR FRAMES)
PAINT (METAL DOORS
WILLIAMS - FOGGY DAY SW 6235
SEMI-GLOSS PAINT, COLOR: SHERWIN
COLOR: SHELL WHITE SW 8917
SEMI-GLOSS INTERIOR LATEX PAINT,
GP ADMIN - SMALL 8’ - 8" AFF
8’ - 8" AFF
8’ - 8" AFF
8’ - 8" AFF
9’ - 6" AFF
VOL 3
VOL 4
VOL 5
VOL 9 GP ADMIN - LARGE
VOL 10
VOL 7
DUPLEX
SHOWER/LATRINE
LATRINE ONLY
LAUNDRY
GATHERING
COMMUNITY
BARRACKS - MEDIUM
8’ - 8" AFF
8’ - 8" AFF
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
CEILING (GYP-1)
GYPSUM BOARD
CEILING (GYP-1)
GYPSUM BOARD
CEILING (GYP-1)
GYPSUM BOARD
CEILING (GYP-1)
GYPSUM BOARD
CEILING (GYP-1)
GYPSUM BOARD
CEILING (GYP-1)
GYPSUM BOARD
CEILING (GYP-1)
GYPSUM BOARD
CLCL
LC
CL
CL
TYP FRONT VIEW
URINAL
TYP PLAN VIEW
URINAL
SPACE
CLEAR
30" X 48"
- PANEL
METAL SOFFIT
EXT. WALL FINISH INT. WALL FINISH
CMU (PT-1)
PAINT ON
CMU (PT-2)
PAINT ON
CMU (PT-2)
PAINT ON
CMU (PT-1)
PAINT ON
CMU (PT-1)
PAINT ON
CMU (PT-1)
PAINT ON
CMU (CMU-1)
PAINT ON
GP ADMIN - (PT-1)
BID OPTION 3)
UNISEX LATRINE - (CT-1,
CMU (CMU-1)
PAINT ON
CMU (CMU-1)
PAINT ON
CMU (CMU-1)
PAINT ON
CMU (CMU-1)
PAINT ON
CMU (CMU-1)
PAINT ON
CMU (CMU-1)
PAINT ON
VOL 8
VOL 6 DFAC
INDUSTRIAL BUILDING
FOR ALTERNATE FINISHES
SEE BID OPTIONS ON VOL 0, A002-A003
FOR ALTERNATE FINISHES
SEE BID OPTIONS ON VOL 0, A002-A003
FOR ALTERNATE FINISHES
SEE BID OPTIONS ON VOL 0, A002-A003
FOR ALTERNATE FINISHES
SEE BID OPTIONS ON VOL 0, A002-A003
FOR ALTERNATE FINISHES
SEE BID OPTIONS ON VOL 0, A002-A003
FOR ALTERNATE FINISHES
SEE BID OPTIONS ON VOL 0, A002-A003
FOR ALTERNATE FINISHES
SEE BID OPTIONS ON VOL 0, A002-A003
FOR ALTERNATE FINISHES
SEE BID OPTIONS ON VOL 0, A002-A003
CMU-1
SEALER AS SPECIFIED
SEALER AS SPECIFIEDSEALED CMU
(CONC-1)
WATER REPELLENT
(CONC-1)
WATER REPELLENT
(CONC-1)
WATER REPELLENT
(CONC-1)
WATER REPELLENT
(CONC-1)
WATER REPELLENT
(CONC-1)
WATER REPELLENT
(CONC-1)
WATER REPELLENT
(CONC-1)
WATER REPELLENT
TPD
(TPD)
DISPENSER
PAPER
TOILET
(FEC)
CABINET
EXTINGUISHER
FIRE
INDUSTRIAL COATING, COLOR: SHELL WHITE SW 8917
SEMI-GLOSS INTERIOR WATERBORNE LIGHT
BRIGHT GLAZED FINISH. COLOR: 0161 "URBAN PUTTY"
4 1/4" X 4 1/4", DUST PRESSED, WHITE NON-VITREOUS BODY,
LK-1
COLOR: 028 "GRAY"
15"x15"x72" TYPE STC-1 SINGLE TIER, ATTACHED TO 6" CLOSED BASE, W/OPEN SHELF
LOCKERS (METAL)
SEMI-GLOSS INTERIOR LATEX PAINT, COLOR: SHELL WHITE SW 8917 WATER-RESISTANT GYPSUM BOARD @ ADMIN LARGE UNI-SEX LATRINE - BID OPTION 3 (WALL & CEILING)
STALL)
(ACCESSIBLE
DISPENSER
SEAT COVER
TOILET
(TSCD)
IN RESTROOM
DISPENSER
SEAT COVER
TOILET SOAP HOLDER
A-504
C1
TYPICAL MOUNTING HEIGHT
SCALE: NTS
F
IN
IS
H S
C H
E D
U L E L
E G
E N
D T
Y P
IC
A L M
O U
N T
IN
G H
E
IG
H T
V O
L U
M E G
E N
IN
F O A
N D D
E T
A
IL
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D R
H J
G -T
IT
L B
K .d g n
IS
S
U E D
A T
E
R E
P A
IR
B
Y R
E P
L A
C E
M E
N T V
A R
IO
U S B
U
IL
D
IN
G S
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A P
T A
IS
L
A N
D O
F H
A W
A
II
H A
W
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H A
W A
II
/0
/1
IDENTIFICATION
SHEET
A S N
O T
E D
/0
/1
ELEVATION
PLAN
SECTION
EDGES, TYP.
EASE ALL OF
SEE DETAIL C2/A-505
METAL DOWNSPOUT,
SEE DETAIL C3/A-505
SPLASH BLOCK,
1’- 4"
2"
1’-0"6 1/8"
/2
EQ
EQ
EQ
2"
EQ
ASSEMBLY
EXTERIOR WALL
DOWNSPOUT
4" DIA. METAL
SST BOLT W/ BLKG
STRAP W/ 1/4" OC X 2"
PAINTED METAL
2" (W) X 3/16" THICK
FINISH FLOORFINISH FLOOR
(WHERE OCCURS)
CEILING
SEALANT
CONT NON-HARDENING
STRUCTURE
UNDERSIDE OF
SEALANT
CONT NON-HARDENING
FINISH FLOOR
STRUCTURE
UNDERSIDE OF
LATRINE
UNI-SEX
-LARGE
GP ADMIN
EXIST STRUCTURE
EXTEND STUD TO
STRUCTURE
UNDERSIDE OF
T.O. WALL
EL: +7’-10"
6" METAL STUDS @ 16" O.C.
EXHAUST DUCT
DRAFT DAMPER
SPRING LOADED BACK
SET CAP IN SEALANT
WALL CAP
CMU EXP. FASTENER, TYP
CMU WALL
GLASS MAT GYPSUM BOARDFOR LIMITS AND PATTERN
SEE INTERIOR ELEVATIONS
(BID OPTION 3).
BOARD @ UNI-SEX LATRINE
CT THIN SET ON BACKER
FOR LIMITS AND PATTERN
SEE INTERIOR ELEVATIONS
(BID OPTION 3).
BOARD @ UNI-SEX LATRINE
CT THIN SET ON BACKER
CMU WALL
PARTIAL HEIGHT
WALL W/TILE
GYP/GLASS MAT
6" STUD
W/ EPOXY PAINT
CMU WALL
W/ EPOXY PAINT
CMU WALL
W/ EPOXY PAINT
CMU WALL
8" CMU WALL
FULL HEIGHT
COUNTER FLASHING
SHEET METAL
SEALANT
EDGE METAL
PANS TO ENGAGE
FOLD PANEL
EDGE-METAL FLASHING
DOWNSLOPE PERIMETER
UNDERLAYMENT
METAL ROOF PANEL
PANEL CLIP
METAL GUTTER
SUPPORT
GUTTER BRACKET
BRACKETS
PLACED BETWEEN
GUTTER SPACER
METAL DOWNSPOUT
SEE STRUCT
CONT FASCIA
END TRIM
SEE STRUCT
CLIP ANGLE
SOFFIT
METAL
FLASHING FASCIA
SHEET METAL
METAL ROOFING
PENTRATION
CONDUIT
RUNOFF
TO FACILITATE
SEALANT TOOLED
FLASHING
PENETRATION
PREFORMED
OF SEALANT
CONTINUOUS BEAD
RING IN
SET SCUREMENT
PENETRATION
FIX PANEL AT
DECK SO AS NOT TO
PANEL AND NOT TO
FLANGE TO ROOF
FLASHING COLLAR
FASTENERS SECURE
GASKETED
DRAWBAND
SST
A-505
B U
IL
D
IN
G D
E T
A
IL
S V
O L
U M
E G
E N
IN
F O A
N D D
E T
A
IL
S
B3
PARTITION TYPES
SCALE: NTS
C3
CONC SPLASH BLOCK ISOMETRIC DETAIL
SCALE: 1 1/2" = 1’-0"
C1
SCALE: 1 1/2" = 1’-0"
GUTTER DETAIL
C2
GUTTER DOWNSPOUT DETAIL
SCALE: 6" = 1’-0"
A1
SCALE: NTS
EXHAUST WALL CAP
A2
EAVE WITH GUTTER DETAIL
SCALE: 3" = 1’ - 0"
A4
SCALE: 3" = 1’ - 0"
TYPCIAL CONDUIT PENETRATION DETAIL
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D R
H J
G -T
IT
L B
K .d g n
IS
S
U E D
A T
E
R E
P A
IR
B
Y R
E P
L A
C E
M E
N T V
A R
IO
U S B
U
IL
D
IN
G S
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A P
T A
IS
L
A N
D O
F H
A W
A
II
H A
W
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H A
W A
II
/0
/1
IDENTIFICATION
SHEET
A S N
O T
E D
/0
/1
HEADRAIL
ALUMINUM
(S T
D
SHOE
PLASTER
(OPTIONAL)
SHOWER SEAT
(A .F .F
/2
/2
SHOWER BASE
TERRAZO
PREFABRICATED
COMPARTMENTS
DRESSING
SHOWER/
PLASTIC
SOLID
CURTAIN ROD
CURTAIN AND
FRONT ELEVATION
(A .F .F
BRACKETS
CONTINUOUS
C O
N N
B A
C K W
A L L S P
IL
A S
T E
R /P
A N
L
H
O W
E R C
O R
N E B
R A
C K
E T S
T
C O
N T
B R
A C
K E
T S
/2
H
IG
H C
O N
T
IN
U O
U S A
L U
M
36" BASE
COMPARTMENT
SHOWER
COMPARTMENT
DRESSING
COMPARTMENTS
SHOWER/DRESSING
SOLID PLASTIC
PARTITIONS
BETWEEN
JOINTS
SEAL ALL
BENCH
FIXED
RABBET JOINT
SEALANT AT
SHOWER BASE
TERRAZO
FABRICATED
PRE
SEE PLAN
7"3’-3"
CURTAIN ROD
CURTAIN AND
SECTION
A-506
B U
IL
D
IN
G D
E T
A
IL
S V
O L
U M
E G
E N
IN
F O A
N D D
E T
A
IL
S
A1
SHOWER & DRESSING COMPARTMENT DETAIL
AT CONC WALLS
OC, PROVIDE EXP SHIELDS
1/4" SST FASTENERS @ 16"
20 GA SST FLASHING
CAP FLASHING
SEALANT
SST CORNER JOINT
16 GA SST ANGLE
SHOWER PANEL
SCALE: 3" = 1’-0"
#8 SST SCREWS @ 6" OC
CAP FLASHING
20 GA SST
JOINT
SST CORNER
PANEL
SHOWER
END WALL - BACK CHASE PLAN -BACK
END WALL - FRONT CHASE PLAN -FRONT END WALL - CORNER
CAP
SST TOP
JOINT
SST CORNER
SEAMING
SHOWER
RECEPTOR
SHOWER
RECEPTOR
SHOWER
SST CORNER JOINT
SEALANT
SHOWER RECEPTOR
RECEPTOR BASE
SST CORNER JOINT
SHOWER PANEL
SHOWER PANEL
W/ANCHORS
W/#12 SST SCREWS
STRIP, FASTEN TO WALL
20 GA SST SEAMING
BASE
RECEPTOR
SHOWER PANEL
PANEL
SHOWER
JOINT
SST CORNER
PANEL, FASTEN TO WALL
SHOWER SEAMING
BENCH
SHOWER PANEL
3"
7"
PANEL, FASTEN TO WALL
SHOWER SEAMING
BENCH
SHOWER PANEL
SECTION - BACK WALL AT TOP SECTION - CHASE AT TOP
ELEVATION AT TOP
SECTION - CHASE
PANEL
SEAMING
SHOWER
SECTION - CHASE AT BASE ELEVATION - CHASE BASESECTION - BACK WALL AT BASE
BRACKET
CONTINUOUS
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D R
H J
G -T
IT
L B
K .d g n
IS
S
U E D
A T
E
R E
P A
IR
B
Y R
E P
L A
C E
M E
N T V
A R
IO
U S B
U
IL
D
IN
G S
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A P
T A
IS
L
A N
D O
F H
A W
A
II
H A
W
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H A
W A
II
/0
/1
IDENTIFICATION
SHEET
A S N
O T
E D
/0
/1
D
D
3’ 10"
3’ 0"
1 3/4" THICK, HOLLOW METAL,
FLUSH PANEL METAL DOOR.
3’ 6"
3’ 4"
D
6’ 0"
6’ 4"
DIMENSIONS SHOWN ARE TO ROUGH OPENING, TYP.
1 3/4" THICK, HOLLOW METAL,
FLUSH PANEL METAL DOOR.
1 3/4" THICK, HOLLOW METAL,
FLUSH PANEL METAL DOOR.
UTILITY CLOSET (10)
5’ 0" AT VOL 4
W
W
8’ 0" 4’ 0"
W
4’ 0"
W
8’ 0"
DIMENSIONS SHOWN ARE TO ROUGH OPENING, TYP.
PREFINSIHED ALUMINUM SLIDING WINDOWS, TYP.
SILL
4" PRECAST
SILL
4" PRECAST
SILL
4" PRECAST
SILL
4" PRECAST
GLASS
LOW EMISSIVITY INSULATING
NO. 4 SURFACE.
TRANSLUCENT FILM ON
AS SPECIFIED WITH
1/4" LAMINATED GLASS
GLASS
LOW EMISSIVITY INSULATING
GLASS
LOW EMISSIVITY INSULATING
NO. 4 SURFACE.
TRANSLUCENT FILM ON
AS SPECIFIED WITH
1/4" LAMINATED GLASS
GLASS
LOW EMISSIVITY INSULATING
SILL
BELOW
4" CMU
SILL
BELOW
4" CMU
SILL
BELOW
4" CMU
SILL
BELOW
4" CMU
L
2’ 8"
3’ 4" 1’ 4" 2’ 0"
L
L
L
DIMENSIONS SHOWN ARE TO ROUGH OPENING, TYP.
PREFINSIHED ALUMINUM STORM-RESISTANT LOUVERS, TYP.
7 5/8 "
EQ.
5 1/2 "
EQ.
D O
O R S
IZ
E
/8
DOOR SIZE2"
D O
O R S
IZ
E /2
4"
EACH SIDE
CONT. SEALANT
DOOR
DOOR
BEYOND
FRAME
DOOR
BITUMINOUS MATERIAL
WITH CORROSION-INHIBITING
INSIDE FACE OF FRAMES
SOLID GROUTED. COAT
DOOR FRAMES SHALL BE
BITUMINOUS MATERIAL
WITH CORROSION-INHIBITING
INSIDE FACE OF FRAMES
SOLID GROUTED. COAT
DOOR FRAMES SHALL BE
OVER CMU WALL
PLASTER FINISH
SKIM COAT
BID OPTION 11:
AS SPECIFIED
SET IN SEALANT
THRESHOLD
WALL
PERPENDICULAR
TO THE ADJACENT
ON THE HINGE SIDE
TYP
8"
METAL FRAME
PAINTED
ANCHORS, TYP.
W/ MASONRY
METAL FRAME
PAINTED
OVER CMU WALL
PLASTER FINISH
SKIM COAT
BID OPTION 11:
7 5/8 "
1/2 "4"
/8
/2
1 1/4 "
/2
R .O
R.O.
R .O
4"
/8
9 5/8 "
SCREEN
REMOVABLE
WINDOW
EACH SIDE
CONT. SEALANT
FRAME
ALUMINUM
EACH SIDE
CONT. SEALANT
FRAME
ALUMINUM
WINDOW
SCREEN
REMOVABLE
WINDOW
SILL
CONCRETE
PRECAST
OVER CMU WALL
PLASTER FINISH
SKIM COAT
BID OPTION 11:
OVER CMU WALL
PLASTER FINISH
SKIM COAT
BID OPTION 11:
OVER CMU WALL
PLASTER FINISH
SKIM COAT
BID OPTION 11:
CONCRETE SILL
PRECAST
WINDOW SILL
4" CMU UNDER
7 5/8 "
/8
M .O
M.O.
M .O
SCREEN
REMOVABLE
WINDOW
EACH SIDE
CONT. SEALANT
3 1/8"4"1/2"
/2
/8
3 1/8"4" 1/2"
SCREEN
BIRD/INSECT
LOUVER MFR
CLIP ANGLE BY
LOUVER MFR
SEALANT BY
SET ON BED OF
METAL SILL PAN
METAL LOUVER
LOUVER MFR
CLIP ANGLE BY
METAL LOUVER
SCREEN
BIRD/INSECT
SCREEN
BIRD/INSECT
LOUVER MFR
CLIP ANGLE BY
EACH SIDE
SEALANT
CONT.
OVER CMU WALL
PLASTER FINISH
SKIM COAT
BID OPTION 11: OVER CMU WALL
PLASTER FINISH
SKIM COAT
BID OPTION 11:
OVER CMU WALL
PLASTER FINISH
SKIM COAT
BID OPTION 11:
D
QTY MARK #
D
D
LAUNDRY (VOL 5)
THK COMMENT
SHOWER/LATRINE (VOL 3)
SHOWER/LATRINE (VOL 3)
LAUNDRY STOR INT (VOL 5)
BARRACKS (VOL 10)2
ADMIN (VOL 2)2 1
1 9
BARRACKS (VOL 1)2 7
ADMIN (VOL 9)2 4
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
HMD
HMD
HMD
HMD
HMD
HMD
HMD
HMD
DRSET
HW
FR
HMF
HMF
HMF
HMF
HMF
HMF
HMF
HMF
DR BETWEEN LAUNDRY & STOR
MODE
SGL
SGL
SGL
SGL
SGL
SGL
SGL
PR
DR INTO LAUNDRY
DR INTO CHASE SPACE
FINISH
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
SHOWER/LATRINE (VOL 3) 3 SGL 1 3/4" HMD HMF PT-2
3 SGL 1 3/4" HMD HMF PT-2LATRINE (VOL 4)
LATRINE (VOL 4)1 10 1 3/4" HMD HMFPR DR INTO UTILITY CLOSETPT-2
MAIN ENTRANCES
MAIN ENTRANCES
1 LAUNDRY (VOL 5) 1 1 3/4" HMD HMFSGL DR INTO STORAGEPT-2
EXT DR (HW#4), UNI-SEX DR (BID OP#3 -HW#2)
DR INTO STORAGE ROOM
A-510
D E
T A
IL
S D
O O
R
W
IN
D O
W
A N
D S
IG
N A
G E
V O
L U
M E G
E N
IN
F O A
N D D
E T
A
IL
S
SCALE: 1/4" = 1’-0"
B1
WINDOW TYPES
SCALE: 1/4" = 1’-0"
A1
LOUVER TYPES
SCALE: 1/4" = 1’-0"
C1
DOOR TYPES
SCALE: 3" = 1’-0"
C3
DOOR HEAD
SCALE: 3" = 1’-0"
C4
DOOR JAMB
SCALE: 3" = 1’-0"
C5
DOOR THRESHOLD
SCALE: 3" = 1’-0"
B3
WINDOW HEAD
SCALE: 3" = 1’-0"
B4
WINDOW JAMB
SCALE: 3" = 1’-0"
B5
WINDOW SILL
SCALE: 3" = 1’-0"
A3
LOUVER HEAD
SCALE: 3" = 1’-0"
A4
LOUVER JAMB
SCALE: 3" = 1’-0"
A5
LOUVER SILL
S-001
R H
J
V O
L S -0
.d g n
S T
R U
C T
U R
A L G
E N
E R
A L N
O T
E S
V O
L U
M E G
E N
IN
F O
A N
D D
E T
A
IL
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
IS
S
U E D
A T
E
R E
P A
IR
B
Y R
E P
L A
C E
M E
N T V
A R
IO
U S B
U
IL
D
IN
G S
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A P
T A
IS
L
A N
D O
F H
A W
A
II
H A
W
C
IF
IC
O
C E
A N
H O
N O
L U
L U
H A
W A
II
/0
/1
IDENTIFICATION
SHEET
A S N
O T
E D
/0
/1
PERCENT RELATIVE COMPACTION.
ABOVE THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95
EXCEEDING 6 INCHES IN LOOSE THICKNESS, MOISTURE-CONDITIONED TO
STRUCTURAL FILL MATERIALS SHOULD BE PLACED IN LEVEL LIFTS NOT 7.
A WELL-GRADED MATERIAL.
TO PROVIDE THE REQUIRED GRADATION AND PARTICLE SIZES TO DEVELOP
LARGE-SIZED ROCK FRAGMENTS OR BOULDERS SHOULD BE CONSIDERED
TO PRODUCE A WELL-GRADED MATERIAL, OFF-SITE CRUSHING OF
IF THE EXCAVATED ON-SITE MATERIALS DO NOT CONTAIN SUFFICIENT FINES 6.
REQUIREMENTS.
PROCESSED TO MEET MAXIMUM PARTICLE SIZE AND GRADATION
STRUCTURAL FILL MATERIALS, PROVIDED THAT THE MATERIALS ARE
EXCAVATED ON-SITE MATERIALS MAY BE RE-USED AS A SOURCE OF
PREVENT THE OCCURRENCE OF VOIDS IN THE COMPACTED MASS. THE
MATERIALS 1-1/2 INCHES IN LARGEST DIMENSION WITH SUFFICIENT FINES TO
STRUCTURAL FILL MATERIALS SHALL CONSIST OF WELL-GRADE GRANULAR 5.
STRUCTURAL FILL AS REQUIRED.
MATERIAL, INCLUDING ASH AND ORGANICS AND REPLACE WITH COMPACTED
CONTRACTOR'S GEOTECHNICAL ENGINEER. REMOVE UNSATISFACTORY
SHALL BE NOTIFIED. FOOTINGS MAY BE ALTERED AS REQUIRED BY THE
EXPECTED CONDITIONS, THE CONTRACTOR'S GEOTECHNICAL ENGINEER
SOIL ENCOUNTERED AT THESE DEPTHS APPEAR UNSTABLE AND VARY FROM
FOOTINGS SHALL BE PLACED ON UNDISTURBED EXISTING SOIL. SHOULD 4.
AREA OF WORK AS NECESSARY.
DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS IN
ALL EXISTING BUILDING DIMENSIONS ARE BASED ON AVAILABLE EXISTING 5.
CONCRETE AND CMU WALLS AND SLABS.
NEW PIPES AND CONDUITS SHALL NOT BE EMBEDDED IN EXISTING 4.
NEW OPENINGS IN EXISTING SLABS AND WALLS SHALL NOT BE OVERCUT.3.
TO THE CONTRACTING OFFICERS'S ATTENTION PRIOR TO STARTING WORK.
STARTING WORK. ANY DISCREPANCIES WITH DRAWINGS SHALL BE BROUGHT
DIMENSIONS SHALL BE VERIFIED BY CONTRACTOR IN FIELD PRIOR TO
SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. ALL EXISTING 2.
DEMOLITION WORK.
CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING FOR ALL 1.
DEMOLITION NOTES
REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.4.
FIBER WRAP SYSTEM SHALL CONFORM TO ACI 440.2R.3.
AS A MINIMUM.
LOCATIONS AND FORCE DEMANDS THAT FIBER WRAP SYSTEM MUST RESIST
STRUCTURAL DRAWINGS BY NAGAMINE OKAWA ENGINEERS INC. PROVIDE 2.
FOR REVIEW AND COMMENT.
WRAP DESIGN ENGINEER SHALL BE PROVIDED TO CONTRACTING OFFICER
CALCULATIONS AND SHOP DRAWINGS STAMPED AND SIGNED BY FIBER
AND SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER.
FIBER WRAP STRENGTHENING SHALL BE PROVIDED BY THE CONTRACTOR 1.
FIBER WRAP STRENGTHENING
SUSPENDED CEILINGS, MECHANICAL DUCTS, PIPING, ETC.
METAL DECKING WITHOUT TOPPING SHALL NOT BE USED TO SUPPORT 12.
ALL WELDS SHALL HAVE TOUCH-UP.
MANUFACTURER'S RECOMMENDATIONS. UPON COMPLETION OF ERECTION,
INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH
BE ATTACHED TO ALL SUPPORTING STEEL MEMBERS BY WELDING AS
MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2". SHEETS SHALL 11.
SHALL SPAN OVER THREE OR MORE SUPPORTS.
PROTECTIVE COATING OF ZINC (G60). SEE SPECIFICATIONS. DECK UNITS
CONFORMING TO ASTM A446, GRADE A. THE STEEL SHALL HAVE A METAL
STEEL SHEETS HAVING A MINIMUM YIELD STRENGTH OF 33,000 PSI AND
THE DRAWINGS. DECKING AND ALL ACCESSORIES SHALL BE FORMED FROM
THE STEEL DECKING SHALL BE OF THE TYPE AND GAUGE AS CALLED FOR ON 10.
5,000 PSI. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CONCRETE WALLS, ETC., SHALL BE NON-SHRINK, NON-STAINING, WITH f'c =
ALL GROUT (OR DRYPACK) BELOW BASE PLATES, BEAMS BEARING ON 9.
COATED WITH TWO COATS OF ZINC RICH PRIMER.
ASTM A123 OR A153. ALL WELDS AFTER HOT DIP GALVANIZING SHALL BE
HOT DIP GALVANIZED STEEL REFERENCED ON PLAN SHALL CONFORM TO 8.
SPECIFICATIONS.
CODE AWS D1.1-04 OF THE AMERICAN WELDING SOCIETY; SEE
ALL WELDS SHALL BE IN CONFORMITY WITH THE STRUCTURAL WELDING 7.
MASONRY SHALL BE CLEAN AND LEFT UNPAINTED.
ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE OR 6.
SIZE OF BOLT USED, UNLESS OTHERWISE NOTED.
BOLT HOLES IN STEEL SHALL BE 1/16" LARGER DIAMETER THAN NOMINAL 5.
REVIEW BEFORE FABRICATION.
ALL STRUCTURAL STEEL RESPECTIVELY, FOR CONTRACTING OFFICER'S
THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF 4.
GALVANIZED.
RODS EPOXY EMBEDDED SHALL CONFORM TO ASTM A36 AND BE HOT DIP
CONFORMING TO ASTM A325 OR A490. UNLESS OTHERWISE NOTED, ANCHOR
UNLESS OTHERWISE NOTED. USE ALTERNATIVE DESIGN FASTENER
ALL BOLTS SHALL CONFORM TO ASTM A325N HIGH STRENGTH BOLTS, 3.
= A500, GRADE BTUBES
= A500, GRADE BPIPES
= A36PLATES, MISC. STEEL
CHANNELS, ANGLES, TEES,
= A992, GRADE 50WIDE FLANGES
DESIGNATIONS:
STRUCTURAL STEEL SECTIONS SHALL CONFORM TO THE FOLLOWING ASTM 2.
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN,
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN 1.
STRUCTURAL STEEL
STEEL" OF THE AMERICAN WELDING SOCIETY.
CONFORM TO AWS D1.4 "AWS STRUCTURAL WELDING CODE - REINFORCING
SHOWN ON THE DRAWINGS. WELDING OF REINFORCING STEEL SHALL
WELDING OF REINFORCING STEEL IS NOT PERMITTED UNLESS OTHERWISE 8.
FROM REVIEWED DRAWINGS ONLY.
CONTRACTING OFFICER'S REVIEW PRIOR TO FABRICATION. FABRICATE
CONTRACTOR SHALL SUBMIT REINFORCING BAR LAYOUTS AND DETAILS FOR 7.
MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS.
CONFORMANCE WITH THE "ACI DETAILING MANUAL - 2004" (SP-66) AS
ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN 6.
ALL REINFORCING BAR BENDS SHALL BE MADE COLD.5.
SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED.
ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS ARE TO BE 4.
DRAWINGS.
REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE 3.
U.O.N.
AND SPACING OR NUMBERS AS THE VERTICAL REINFORCING RESPECTIVELY,
DOWELS BETWEEN FOOTING AND WALL SHALL BE THE SAME GRADE, SIZE 2.
REQUIREMENTS OR ASTM A706 WHERE WELDING IS REQUIRED.
REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60 1.
REINFORCING STEEL
AMPLITUDE OF 1/4".
ALL ROUGHENED SURFACES IN CONCRETE SHALL BE MADE WITH A MINIMUM 11.
SHALL NOT BE USED.
CONCRETE ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS 10.
SPECIFYING CONCRETE POURS IN UPCOMING THREE WEEKS.
CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER A SCHEDULE 9.
BEFORE USE.
ARCHITECTURAL FINISH SHALL BE APPROVED BY THE FINISH SUPPLIER
CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE AN 8.
SHOWN ON THE DRAWINGS.
NOTIFY THE CONTRACTING OFFICER IN ADVANCE OF CONDITIONS NOT
CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN.
CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY
PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN 7.
SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS 6.
2" CLEAR TO STIRRUPS AND TIESBEAMS AND COLUMNSD.
1" CLEAR TO REINFORCINGWALLSC.
1 1/2" CLEAR AT TOP (EXTERIOR)
1" CLEAR AT TOP (INTERIOR)SLAB ON GRADEB.
3" CLEAR TO REINFORCING AGAINST EARTH
CONCRETE DIRECTLY A.
BE AS FOLLOWS (U.O.N.):
CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL 5.
PROJECT SITE.
SHALL ACCOUNT FOR TRAVEL TIME AND TEMPERATURE CONDITIONS AT THE
OFFICER FOR REVIEW PRIOR TO CONSTRUCTION. CONCRETE MIX DESIGN
WHERE MIX IS USED. MIX DESIGN SHALL BE SUBMITTED TO CONTRACTING
CONCRETE MIX DESIGN SUBMITTAL SHALL STATE LOCATION OF STRUCTURE 4.
4,000 PSIMISC CONCRETE
3,000 PSIFOUNDATIONS, CURBS & SLAB ON GRADE
4,000 PSICOLUMNS
SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES:3.
CONTRACTING OFFICER FOR REVIEW.
QUALIFIED TESTING LABORATORY AND SHALL BE SUBMITTED TO THE
ASTM C-150 TYPE I OR II. CONCRETE MIXES SHALL BE DESIGNED BY A
HARD ROCK TYPE (150#/CU. FT.) PORTLAND CEMENT SHALL CONFORM TO
ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE NORMAL WEIGHT 2.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, UON.1.
CONCRETE
UNTIL PERMANENT STRUCTURAL FRAMING IS INSTALLED.
CONTRACTOR SHALL PROVIDE BRACING/SHORING OF CMU CONSTRUCTION 11.
TYPE.
FOR SURFACE TEXTURE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT
CONVENTIONAL RUNNING BOND. REFER TO ARCHITECTURAL DRAWINGS
UNLESS NOTED OTHERWISE, ALL WALLS SHALL BE CONSTRUCTED IN 10.
SETTING BLOCKS.
CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO 9.
VERT. BARS WITH POSITIONERS AT 8'-0" MAX.
SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. SECURE
CELL SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTING SHALL BE 8.
PROVIDE CLEANOUT AT BASE FOR CELL CONTAINING REINFORCING.
IF BLOCK IS LAYED TO A HEIGHT EXCEEDING 5'-4" FOR EACH GROUT LIFT, 7.
GROUT SOLID ALL CELLS IN CONCRETE BLOCKS.6.
MASONRY UNITS.
PROVIDE A MINIMUM OF 1/2" GROUT BETWEEN MAIN REINFORCING AND 5.
REQUIREMENTS.
REINFORCING BARS - SEE NOTE UNDER REINFORCING STEEL FOR 4.
SEGREGATION. COMPRESSIVE STRENGTH AT 28 DAYS = 3,000 PSI.
GROUT SHALL FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT 3.
ATTAIN COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS.
ALL WALLS SHALL BE CONSTRUCTED WITH TYPE S MORTAR. MORTAR SHALL 2.
UNIT CONFORMING TO ASTM C 90, NORMAL WEIGHT, f'm = 1,500 PSI.
CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY 1.
CONCRETE MASONRY (CMU)
ENGINEER'S SHORING DESIGN AS REQUIRED FOR INFORMATION ONLY.
BE PROVIDED AND INSTALLED BY THE CONTRACTOR. SUBMIT STRUCTURAL
PROPERTY FREE FROM THE DAMAGE RESULTING FROM THE WORK, SHALL
THE EXCAVATIONS, EARTH BANKS AND ADJACENT STRUCTURES AND
SHORING, SHEETING, CRIBBING AND LAGGING, AS REQUIRED TO PRESERVE 15.
TO EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL.
CONTRACTOR AGAINST DANGER TO LIFE, LIMB AND PROPERTY. CONFORM
ALL EXCAVATIONS SHALL BE PROTECTED AND GUARDED BY THE 14.
BACKFILL UNTIL CONCRETE WALL HAS ATTAINED FULL DESIGN STRENGTH.
FOR RETAINING WALLS WITH BACKFILL ON ONE SIDE, DO NOT PLACE 13.
BACKFILL MATERIAL SHALL CONSIST OF NON-EXPANSIVE GRANULAR SOIL.12.
COMPACTION.
BACKFILL SHALL BE COMPACTED BETWEEN 90 AND 95 PERCENT RELATIVE
FACILITATE COMPACTION OF THE BACKFILL USING HAND EQUIPMENT.
WALL) SHALL BE LIMITED TO A MAXIMUM PARTICLE SIZE OF 1-1/2 INCHES TO
BACKFILL BEHIND RETAINING WALLS (WITHIN 40 INCHES OF THE BACK OF 11.
DENSITY AS DETERMINED BY ASTM D 1557.
COMPACTION EQUAL TO OR BETTER THAN 95 PERCENT OF MAXIMUM
WHICH SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT TO
FILL SHALL BE PLACED IN SUCCESSIVE LOOSE LAYERS 6 INCHES DEEP 10.
LAYERS BY PNEUMATIC TAMPER INTO A DENSE MASS.
BACKFILL AROUND FOOTINGS AND FOUNDATIONS SHALL BE COMPACTED IN 9.
ASTM C33, NO. 67 GRADATION.
USING A VIBRATORY COMPACTOR. CUSHION LAYER SHALL CONFORM TO
CUSHION LAYER OF CLEAN GRAVEL AND COMPACT TO A LEVEL SURFACE
UNLESS OTHERWISE NOTED, FOR FILL UNDER SLAB ON GRADE, USE A 4 INCH 8.
ARE FOUND AND GROUTING IS REQUIRED.
PSI). CONTRACTOR SHALL PROVIDE UNIT PRICE PER CUBIC YARD IF VOIDS
FOOTING). IF VOIDS ARE FOUND, FILL VOID WITH LEAN CONCRETE (f'c = 1,500
GREATER (FOR EXAMPLE, MINIMUM 24'-0" DEEP PROBE AT 12'-0" WIDE
MINIMUM DEPTH OF 2 TIMES THE FOOTING WIDTH OR 10 FEET WHICHEVER IS
FOOTING AND EVERY 20 FEET OF WALL FOOTING. PROBE SHALL EXTEND A
PROVIDE A MINIMUM OF ONE PROBE FOR VOIDS BELOW EACH COLUMN
VOIDS THAT MAY BE ENCOUNTERED DURING FOUNDATION CONSTRUCTION.
SPECIAL CONSIDERATION SHALL BE GIVEN TO LAVA TUBES AND OTHER
= 0.25COEFFICIENT OF FRICTION
PCF= 150LATERAL PASSIVE PRESSURE
= 75 PCF (ASSUMED)AT-REST PRESSURE
= 50 PCF (ASSUMED)ACTIVE PRESSURE
AS WIND OR SEISMIC (ASSUMED)
SHORT DURATION LOADS SUCH
= 1,500 PSF W/ 1/3 INCREASE FOR ALLOWABLE BEARING PRESSURE
FOUNDATION DESIGN PARAMETERS:3.
CONTRACTOR SHALL HIRE AND PAY FOR A GEOTECHNICAL ENGINEER.2.
CODE, TABLE 1806.2, ITEM 4.
THE FOUNDATION DESIGN IS BASED ON THE 2012 INTERNATIONAL BUILDING 1.
FOUNDATION
SHALL APPLY.
DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT
SHOULD THERE BE CONFLICTS IN THE REQUIREMENTS BETWEEN THE 13.
SUBMITTED TO CONTRACTING OFFICER WITHIN 72 HOURS.
SPECIAL INSPECTION. ALL SPECIAL INSPECTION REPORTS SHALL BE
LEAST 2 DAYS IN ADVANCE FOR WORK TO BE PERFORMED REQUIRING
SAFETY ON SITE. CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR AT
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND TO PROVIDE
CONTRACTOR OF HIS RESPONSIBILITIES TO COMPLETE THE PROJECT IN
AND TESTING SERVICES. SPECIAL INSPECTION SHALL NOT RELIEVE THE
CONTRACTOR SHALL HIRE AND PAY FOR THIRD-PARTY SPECIAL INSPECTION
REQUIREDUPLIFT TIESG.
REQUIREDMASONRY (LEVEL B)F.
REQUIREDEPOXY EMBEDSE.
REQUIREDANCHOR BOLTSD.
REQUIREDHIGH-STRENGTH BOLTSC.
REQUIREDREINFORCING STEEL B.
REQUIREDCONCRETE A.
STRUCTURAL DRAWINGS.
GOVERNING PORTIONS OF THE STRUCTURAL WORK SHOWN IN THE
PROVISIONS OF SECTION 1704 OF THE 2012 INTERNATIONAL BUILDING CODE
ALL SPECIAL INSPECTION SHALL BE DONE PER IBC SPECIAL INSPECTIONS
STRUCTURAL SPECIAL INSPECTION REQUIREMENTS:12.
= BALANCED DESIGNDESIGN METHOD
= 6 DEGREESEND ROTATION LIMIT
= 7DUCTILITY RATIO LIMIT
4-010-01
PER TABLE 2-1 OF UFC
ACCORDING TO ASTM F1642
= “VERY LOW HAZARD” GLASS PERFORMANCE RATING
= 55.4 PSI-MSECFULLY REFLECTED POSITIVE IMPULSE
= 15.8 PSIPEAK REFLECTED POSITIVE PRESSURE
THAT IS NOT CONTROLLED
PARAMETERS APPLYING TO WINDOWS 50 FEET OR MORE FROM PARKING
WINDOW DYNAMIC BLAST PARAMETERS
= D SEISMIC DESIGN CATEGORY
= 0.60g D1
S = 1.00g
DS
S
= DSITE CLASS
= 0.60g
S
= 1.50g S
S
II =RISK CATEGORY
= 1.00 IMPORTANCE FACTOR
D. SEISMIC (ASCE 7-10)
= 1.5
ZT
K
= CWIND EXPOSURE
II= RISK CATEGORY
= 130 MPHBASIC WIND SPEED
C. WIND (ASCE 7-10)
FLOOR LOADS TYPICALLY SUPPORTED BY SLAB ON GRADE.
ALL LIVE LOADS REDUCIBLE, UON
= 20 PSFROOF (FLAT TO LESS THAN 4:12)
= 125 PSFINDUSTRIAL BUILDING
= 100 PSFCOMMUNITY GATHERING AREA
= 100 PSFDINING FACILITY
= 100 PSFLATRINE
= 100 PSFSHOWER
= 100 PSFGP ADMIN
= 100 PSFBARRACKS
B. LIVE LOADS
UFC 3-301-01A. GENERAL STRUCTURAL DESIGN
DESIGN CRITERIA11.
FLOORS OR ROOF.
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED 10.
STRUCTURAL MEMBERS.
NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN
DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6"
STRUCTURAL DRAWINGS. NOTIFY THE CONTRACTING OFFICER WHEN
SLABS, BEAMS, WALLS, ETC., UNLESS SPECIFICALLY DETAILED ON THE
OPENINGS, POCKETS, ETC. LARGER THAN 6" SHALL NOT BE PLACED IN
CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK
SLEEVES, ELECTRICAL CONDUITS AND OTHER ITEMS TO BE EMBEDDED IN
LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND ALL PIPE
SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND 9.
AND WALL OPENINGS, FLOOR FINISHES, ETC.
SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL FLOOR 8.
SHOP DRAWINGS WILL BE REJECTED.
PHOTOCOPIES OR DUPLICATES OF CONTRACT DOCUMENTS SUBMITTED AS
TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO FABRICATION.
SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED 7.
DIMENSIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL 6.
GENERAL NOTES AND TYPICAL DETAILS.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER 5.
PROCEEDING WITH THE WORK.
ATTENTION OF THE CONTRACTING OFFICER AND BE RESOLVED BEFORE
EXISTING STRUCTURES. ALL DISCREPANCIES SHALL BE CALLED TO THE
THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS INCLUDING
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING 4.
PROPERTY AND UTILITIES.
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION 3.
RESPONSIBILITIES.
NOR RELIEVE THE CONTRACTOR OF HIS/HER OBLIGATIONS, DUTIES AND
GOVERNMENT'S A/E SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS
OBSERVATION VISITS TO THE SITE BY THE CONTRACTING OFFICER AND
STRUCTURAL ENGINEER HIRED AND PAID FOR BY THE CONTRACTOR.
SHORING AND BRACING SYSTEMS SHALL BE DESIGNED BY A LICENSED
DUE TO CONSTRUCTION EQUIPMENT, WIND AND SEISMIC LOADING. ALL
SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS
PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES
SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO
DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR
THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND 2.
AND SPECIFICATIONS.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS 1.
GENERAL
PERCENT RELATIVE COMPACTION.
ABOVE THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95
EXCEEDING 6 INCHES IN LOOSE THICKNESS, MOISTURE-CONDITIONED TO
STRUCTURAL FILL MATERIALS SHOULD BE PLACED IN LEVEL LIFTS NOT 7.
A WELL-GRADED MATERIAL.
TO PROVIDE THE REQUIRED GRADATION AND PARTICLE SIZES TO DEVELOP
LARGE-SIZED ROCK FRAGMENTS OR BOULDERS SHOULD BE CONSIDERED
TO PRODUCE A WELL-GRADED MATERIAL, OFF-SITE CRUSHING OF
IF THE EXCAVATED ON-SITE MATERIALS DO NOT CONTAIN SUFFICIENT FINES 6.
REQUIREMENTS.
PROCESSED TO MEET MAXIMUM PARTICLE SIZE AND GRADATION
STRUCTURAL FILL MATERIALS, PROVIDED THAT THE MATERIALS ARE
EXCAVATED ON-SITE MATERIALS MAY BE RE-USED AS A SOURCE OF
PREVENT THE OCCURRENCE OF VOIDS IN THE COMPACTED MASS. THE
MATERIALS 1-1/2 INCHES IN LARGEST DIMENSION WITH SUFFICIENT FINES TO
STRUCTURAL FILL MATERIALS SHALL CONSIST OF WELL-GRADE GRANULAR 5.
STRUCTURAL FILL AS REQUIRED.
MATERIAL, INCLUDING ASH AND ORGANICS AND REPLACE WITH COMPACTED
CONTRACTOR'S GEOTECHNICAL ENGINEER. REMOVE UNSATISFACTORY
SHALL BE NOTIFIED. FOOTINGS MAY BE ALTERED AS REQUIRED BY THE
EXPECTED CONDITIONS, THE CONTRACTOR'S GEOTECHNICAL ENGINEER
SOIL ENCOUNTERED AT THESE DEPTHS APPEAR UNSTABLE AND VARY FROM
FOOTINGS SHALL BE PLACED ON UNDISTURBED EXISTING SOIL. SHOULD 4.
AREA OF WORK AS NECESSARY.
DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS IN
ALL EXISTING BUILDING DIMENSIONS ARE BASED ON AVAILABLE EXISTING 5.
CONCRETE AND CMU WALLS AND SLABS.
NEW PIPES AND CONDUITS SHALL NOT BE EMBEDDED IN EXISTING 4.
NEW OPENINGS IN EXISTING SLABS AND WALLS SHALL NOT BE OVERCUT.3.
TO THE CONTRACTING OFFICERS'S ATTENTION PRIOR TO STARTING WORK.
STARTING WORK. ANY DISCREPANCIES WITH DRAWINGS SHALL BE BROUGHT
DIMENSIONS SHALL BE VERIFIED BY CONTRACTOR IN FIELD PRIOR TO
SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. ALL EXISTING 2.
DEMOLITION WORK.
CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING FOR ALL 1.
DEMOLITION NOTES
REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.4.
FIBER WRAP SYSTEM SHALL CONFORM TO ACI 440.2R.3.
AS A MINIMUM.
LOCATIONS AND FORCE DEMANDS THAT FIBER WRAP SYSTEM MUST RESIST
STRUCTURAL DRAWINGS BY NAGAMINE OKAWA ENGINEERS INC. PROVIDE 2.
FOR REVIEW AND COMMENT.
WRAP DESIGN ENGINEER SHALL BE PROVIDED TO CONTRACTING OFFICER
CALCULATIONS AND SHOP DRAWINGS STAMPED AND SIGNED BY FIBER
AND SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER.
FIBER WRAP STRENGTHENING SHALL BE PROVIDED BY THE CONTRACTOR 1.
FIBER WRAP STRENGTHENING
SUSPENDED CEILINGS, MECHANICAL DUCTS, PIPING, ETC.
METAL DECKING WITHOUT TOPPING SHALL NOT BE USED TO SUPPORT 12.
ALL WELDS SHALL HAVE TOUCH-UP.
MANUFACTURER'S RECOMMENDATIONS. UPON COMPLETION OF ERECTION,
INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH
BE ATTACHED TO ALL SUPPORTING STEEL MEMBERS BY WELDING AS
MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2". SHEETS SHALL 11.
SHALL SPAN OVER THREE OR MORE SUPPORTS.
PROTECTIVE COATING OF ZINC (G60). SEE SPECIFICATIONS. DECK UNITS
CONFORMING TO ASTM A446, GRADE A. THE STEEL SHALL HAVE A METAL
STEEL SHEETS HAVING A MINIMUM YIELD STRENGTH OF 33,000 PSI AND
THE DRAWINGS. DECKING AND ALL ACCESSORIES SHALL BE FORMED FROM
THE STEEL DECKING SHALL BE OF THE TYPE AND GAUGE AS CALLED FOR ON 10.
5,000 PSI. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CONCRETE WALLS, ETC., SHALL BE NON-SHRINK, NON-STAINING, WITH f'c =
ALL GROUT (OR DRYPACK) BELOW BASE PLATES, BEAMS BEARING ON 9.
COATED WITH TWO COATS OF ZINC RICH PRIMER.
ASTM A123 OR A153. ALL WELDS AFTER HOT DIP GALVANIZING SHALL BE
HOT DIP GALVANIZED STEEL REFERENCED ON PLAN SHALL CONFORM TO 8.
SPECIFICATIONS.
CODE AWS D1.1-04 OF THE AMERICAN WELDING SOCIETY; SEE
ALL WELDS SHALL BE IN CONFORMITY WITH THE STRUCTURAL WELDING 7.
MASONRY SHALL BE CLEAN AND LEFT UNPAINTED.
ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE OR 6.
SIZE OF BOLT USED, UNLESS OTHERWISE NOTED.
BOLT HOLES IN STEEL SHALL BE 1/16" LARGER DIAMETER THAN NOMINAL 5.
REVIEW BEFORE FABRICATION.
ALL STRUCTURAL STEEL RESPECTIVELY, FOR CONTRACTING OFFICER'S
THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF 4.
GALVANIZED.
RODS EPOXY EMBEDDED SHALL CONFORM TO ASTM A36 AND BE HOT DIP
CONFORMING TO ASTM A325 OR A490. UNLESS OTHERWISE NOTED, ANCHOR
UNLESS OTHERWISE NOTED. USE ALTERNATIVE DESIGN FASTENER
ALL BOLTS SHALL CONFORM TO ASTM A325N HIGH STRENGTH BOLTS, 3.
= A500, GRADE BTUBES
= A500, GRADE BPIPES
= A36PLATES, MISC. STEEL
CHANNELS, ANGLES, TEES,
= A992, GRADE 50WIDE FLANGES
DESIGNATIONS:
STRUCTURAL STEEL SECTIONS SHALL CONFORM TO THE FOLLOWING ASTM 2.
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN,
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN 1.
STRUCTURAL STEEL
STEEL" OF THE AMERICAN WELDING SOCIETY.
CONFORM TO AWS D1.4 "AWS STRUCTURAL WELDING CODE - REINFORCING
SHOWN ON THE DRAWINGS. WELDING OF REINFORCING STEEL SHALL
WELDING OF REINFORCING STEEL IS NOT PERMITTED UNLESS OTHERWISE 8.
FROM REVIEWED DRAWINGS ONLY.
CONTRACTING OFFICER'S REVIEW PRIOR TO FABRICATION. FABRICATE
CONTRACTOR SHALL SUBMIT REINFORCING BAR LAYOUTS AND DETAILS FOR 7.
MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS.
CONFORMANCE WITH THE "ACI DETAILING MANUAL - 2004" (SP-66) AS
ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN 6.
ALL REINFORCING BAR BENDS SHALL BE MADE COLD.5.
SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED.
ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS ARE TO BE 4.
DRAWINGS.
REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE 3.
U.O.N.
AND SPACING OR NUMBERS AS THE VERTICAL REINFORCING RESPECTIVELY,
DOWELS BETWEEN FOOTING AND WALL SHALL BE THE SAME GRADE, SIZE 2.
REQUIREMENTS OR ASTM A706 WHERE WELDING IS REQUIRED.
REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60 1.
REINFORCING STEEL
AMPLITUDE OF 1/4".
ALL ROUGHENED SURFACES IN CONCRETE SHALL BE MADE WITH A MINIMUM 11.
SHALL NOT BE USED.
CONCRETE ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS 10.
SPECIFYING CONCRETE POURS IN UPCOMING THREE WEEKS.
CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER A SCHEDULE 9.
BEFORE USE.
ARCHITECTURAL FINISH SHALL BE APPROVED BY THE FINISH SUPPLIER
CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE AN 8.
SHOWN ON THE DRAWINGS.
NOTIFY THE CONTRACTING OFFICER IN ADVANCE OF CONDITIONS NOT
CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN.
CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY
PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN 7.
SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS 6.
2" CLEAR TO STIRRUPS AND TIESBEAMS AND COLUMNSD.
1" CLEAR TO REINFORCINGWALLSC.
BE AS FOLLOWS (U.O.N.):
CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL 5.
PROJECT SITE.
SHALL ACCOUNT FOR TRAVEL TIME AND TEMPERATURE CONDITIONS AT THE
OFFICER FOR REVIEW PRIOR TO CONSTRUCTION. CONCRETE MIX DESIGN
WHERE MIX IS USED. MIX DESIGN SHALL BE SUBMITTED TO CONTRACTING
CONCRETE MIX DESIGN SUBMITTAL SHALL STATE LOCATION OF STRUCTURE 4.
4,000 PSIMISC CONCRETE
3,000 PSIFOUNDATIONS, CURBS & SLAB ON GRADE
4,000 PSICOLUMNS
SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES:3.
CONTRACTING OFFICER FOR REVIEW.
QUALIFIED TESTING LABORATORY AND SHALL BE SUBMITTED TO THE
ASTM C-150 TYPE I OR II. CONCRETE MIXES SHALL BE DESIGNED BY A
HARD ROCK TYPE (150#/CU. FT.) PORTLAND CEMENT SHALL CONFORM TO
ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE NORMAL WEIGHT 2.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, UON.1.
CONCRETE
UNTIL PERMANENT STRUCTURAL FRAMING IS INSTALLED.
CONTRACTOR SHALL PROVIDE BRACING/SHORING OF CMU CONSTRUCTION 11.
TYPE.
FOR SURFACE TEXTURE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT
CONVENTIONAL RUNNING BOND. REFER TO ARCHITECTURAL DRAWINGS
UNLESS NOTED OTHERWISE, ALL WALLS SHALL BE CONSTRUCTED IN 10.
SETTING BLOCKS.
CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO 9.
VERT. BARS WITH POSITIONERS AT 8'-0" MAX.
SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. SECURE
CELL SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTING SHALL BE 8.
PROVIDE CLEANOUT AT BASE FOR CELL CONTAINING REINFORCING.
IF BLOCK IS LAYED TO A HEIGHT EXCEEDING 5'-4" FOR EACH GROUT LIFT, 7.
GROUT SOLID ALL CELLS IN CONCRETE BLOCKS.6.
MASONRY UNITS.
PROVIDE A MINIMUM OF 1/2" GROUT BETWEEN MAIN REINFORCING AND 5.
REQUIREMENTS.
REINFORCING BARS - SEE NOTE UNDER REINFORCING STEEL FOR 4.
SEGREGATION. COMPRESSIVE STRENGTH AT 28 DAYS = 3,000 PSI.
GROUT SHALL FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT 3.
ATTAIN COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS.
ALL WALLS SHALL BE CONSTRUCTED WITH TYPE S MORTAR. MORTAR SHALL 2.
UNIT CONFORMING TO ASTM C 90, NORMAL WEIGHT, f'm = 1,500 PSI.
CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY 1.
CO…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .