tower as built 5 feb 15
TRANSCRIPT
2/5/15
DEP
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857
G-1181SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
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C
REVI
EWER
NO
TES
INDEX OF DRAWINGSSHT. NO.
G-1
S-1
S-2
S-3
S-4
S-5
S-6
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
A-11
DESCRIPTIONTITLE SHEET, VICINITY, LOCATION MAPS & INDEX OF DRAWINGS
FOUNDATION AND REBAR DETAIL
FOUNDATION LAYOUT
CENTER/OUTER FOUNDATION SIDE DETAIL
DETAIL VIEW OF FRONT WALL
DETAIL VIEW OF SIDE AND REAR WALL
NOTES
FRONT AND BACK ELEVATION
LEFT AND RIGHT ELEVATION
2ND AND 3RD FLOOR DETAIL
FRAMING SCHEDULE
2ND FLOOR RAILING DETAIL
3RD FLOOR RAILING DETAIL
PREFAB STAIR AND LADDER DETAIL
PREFAB HATCH DETAIL
POST ANCHOR & JOIST HANGAR DETAIL
HIGH ANGLE TRAINING AID
LOW ANGLE TRAINING AID
VICINITY
LOCATION
LOCATION
TITL
E PA
GE,
SH
EETS
LIS
T, L
OC
ATIO
NS
AND
VIC
INIT
Y M
APS
AND
IND
EX O
F D
RAW
ING
S
MCBH R1E AS BUILT
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
HI 14-034
SHT. NO.
2/5/15
DEP
ARTM
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OF
THE
ARM
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th E
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fect
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857
S-1182SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
FOU
ND
ATIO
N A
ND
REB
AR D
ETAI
L
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
PRO
JEC
T SU
PERV
ISO
R
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
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D
B
Y
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3
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FOUNDATION & REBAR DETAIL
SCALE:
HI 14-034FRONT
1" = 1'-0"
FOUNDATION NOTES:
1. ALL REINFORCING STEEL TO BE
ASTM A615 GR. 60.
2. ALL ANCHOR BOLTS TO BE ASTM
A36 (CONCRETE CONTRACTOR WILL
PROVIDE NUTS, BOLTS AND
WASHERS.
3. ALL ANCHOR BOLTS FOR SILL
PLATES AT EXTERIOR WALLS TO
HAVE 7" MIN. EMBEDMENT.
4. ALL FOUNDATIONS SHALL HAVE A
MINIMUM WIDTH OF 16 INCHES. ALL
REINFORCING STEEL TO LAP A
MINIMUM OF 24" AT SPLICES.
5. PROVIDE CORNER BARS TO MATCH
CONTINUOUS STEEL.
6. ADJACENT GROUND SURFACES
SHALL BE SLOPED AWAY FROM
STRUCTURE DRAINAGE OF
WILL ALSO BE PROVIDED TO
PREVENT ACCUMULATION OF
SURFACE WATER.
7. FASTENERS USED IN FOUNDATION
SHALL BE CORROSION RESISTANT
8. ALL MATERIAL SIZES, GRADES AND
CONSTRUCTION DETAILS SHOULD
BE VERIFIED TO MEET JOB
CONDITIONS.
9. SOIL BEARING PRESSURE
1500 PSF.
10. MINIMUM ALLOWABLE
COMPRESSIVE STRENGTH TO BE
2500 PSI AT 28 DAYS. MAXIMUM
AGGREGATE SIZE IS 1". MAXIMUM
AIR ENTRAINMENT IS 3%. CEMENT TO
BE TYPE 1 OR TYPE 2.
11. PRIOR TO PLACEMENT OF
CONCRETE, FINISH FLOOR SLAB
ELEVATION SHALL BE EQUAL TO 6"
MINIMUM OR 8" MAXIMUM ABOVE
FINISHED GRADE. TYPICAL U.N.O.
12. CONCRETE RAISED USING 3" HIGH
CHAIRS.
NOTES:
1. FOR ALL DIMENSIONS NOT SHOWN
SEE ARCHITECTURAL DRAWINGS.
2. PROVIDE 15# FELT FOR EVERY
WOOD TO CONCRETE SEPARATION.
13'-0"
17'-6"
8" THICK. MIN.
CONC. SLAB-ON
-GRADE WITH #4
REBAR SPACED 9"
O.C. EA. WAY
PLACEMENT OF 6X6 POST
WITH SIMPSON CBSQ66SS TYP.
SURROUNDING AREA
2/5/15
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S-2183SHEET: OF
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PROJECT NUMBER: DATE:
MC
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FOU
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ATIO
N L
AYO
UT
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
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O
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D
B
Y
S
3
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FOUNDATION LAYOUT
SCALE:
FRONT
5'-0"
5'-0"
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
1 1/2" = 1'-0"
17'-6"
13'-0"
8" THICK MIN.
CONC. SOG
W/ #4 BARS AT
9"O.C. E.W. OVER
MOISTURE BARRIER
& 2" COMPACTED
BASE COURSE TYP.
CF-1
CF-2CF-2 CF-2
CF-2
CF-2
CF-2CF-2
CF-2
CF-1
COLUMN FOOTING SIZE & REINF.:
CF-1 5'X5'X14"CONC. FTG W/ (8) #4 BARS EA. WAY
CF-2 2'X2'X14"CONC. FTG W/ (3) #4 BARS EA. WAY
4'-6"
6X6 POST WITH
SIMPSON CBSQ66-SDS2
TYP.
2/5/15
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S-3184SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
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ILT
CEN
TER/
OU
TER
FOU
ND
ATIO
N
DRA
WN
BY:
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
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N
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EWER
NO
TES
OUTER FOUNDATION DETAIL
SCALE:
FRONT
2'-0" 5'-0"
5'-9" 5'-9"
9" O.C.
SSG
GAL
DAM
EZ
CENTER FOUNDATION DETAIL
SCALE:
NOTE:
1.) ALL REBAR IS #4
2.) SPLICES WILL BE A MINIMUM OF 24"
3.) OVERLAP ON BENDS WILL BE 12"
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
1 1/2" = 1'-0"
1'-2"
1 1/2" = 1'-0"
6X6 POST, TYP.
6X6 POST, TYP.
8" THICK MIN. CONC.
SOG W/ #4 BARS AT
9" O.C. E.W. OVER
MOISTURE BARRIER
& 4" COMPACTED
BASECOURSE, TYP.
SIMPSON CBSQ66SS
EA. POST
SIMPSON CBSQ66SS
EA. POST
2"
6"MIN
8" THICK MIN. CONC.
SOG W/ #4 BARS AT
9" O.C. E.W. OVER
MOISTURE BARRIER
& 4" COMPACTED
BASECOURSE, TYP.
CF-2 CF-2
CF-2
CF-2CF-1
CF-2
F.G.
F.G.
6" MIN
10"
2'-0" 2'-0" 4'-6"
10" 10"
2"
2'-0"
10"
2"
13'-0" 4'-6"
2/5/15
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857
S-4185SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
DET
AIL
VIEW
OF
FRO
NT
WAL
L
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
PRO
JEC
T SU
PERV
ISO
R
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
DETIAL VIEW OF FRONT WALL
SCALE:
HI 14-034FRONT
1 1/2" = 1'-0"
FIN GRADE
CF-2
2X6 DECKING WITH
10d NAILS 4" LONG SPACED
AT 6" O.C ON EDGES
AND 12" O.C FIELD TYP.
2X6 BLOCKING
5/8" ANCHOR BOLT @ 48" O.C.
MOISTURE BARRIER
4" COMPACTED BASE COURSE
CONCRETE S.O.G. WITH REINFORCEMENT
SP1SS AT 24" O.C.
H1SS EACH JOIST
2/5/15
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S-5186SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
DET
AIL
VIEW
OF
SID
E AN
D R
EAR
WAL
L
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
PRO
JEC
T SU
PERV
ISO
R
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
DETAIL VIEW OF SIDE AND REAR WALL
SCALE:
HI 14-034
6" = 1'-0"
6X6 POST
3"
3"
3"
11
1
2
"
2X12 BEAM
2X6 DECKING WITH
10d NAILS 4" LONG SPACED AT
6" O.C. ON EDGES AND
12" O.C.ON FIELD TYP.
2X6 BLOCKING
2X6 RIM JOIST
H1Z EACH JOIST
GIRDER SIDE VIEW DETAIL
6X6 POST
2/5/15
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PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
NO
TES
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
NOTES
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
##########
2/5/15
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A-1188SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
FRONTAND BACK ELEVATION
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
21'-11"
12'-0"
3'-11" 2'-8"
1'-3"
7'-0"
4'-0"
10'-7"
1'-3"
2'-0"
4'-0"
3'-0"
15'-7
1
2
"
1'-3"2'-8"3'-1
1
2
"
3'-8"
1'-3
1
2
"
3'-0"
1'-2"
7'-8"
11
1
2
"
5
1
2
"
1
1
2
"
8'-0"
7
1
2
"
5
1
2
"
1
1
2
"
3'-6"
5'-9" 5'-9"
FRONT BACK
3'-6
1
4
"
3/4" = 1'-0"
1
2
" PLYWOOD
SHEATHING W/ 10d
NAILS SPACED AT
4" O.C. ON EDGES
AND 12" O.C. ON
FIELD, TYP.
SEE SHEET A-2 FOR
BALANCE OF NOTES
NOTES:
1. FOR ALL DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
2. PROVIDE 15# FELT FOR EVERY WOOD TO CONCRETE SEPARATION.
COLLUMN FOOTING
WITH REINF.
SEE SHEET S-1 AND
S2, TYP.
COLLUMN FOOTING
WITH REINF.
SEE SHEET S-1 AND
S2, TYP.
2X6 BLOCKING
SIMPSON A35SS, TYP.
2X 10d NAIL TYP.
CW
2 AL
LEN
2/5/15
DEP
ARTM
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ARM
Y84
th E
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atta
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A-2189SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
LEFT
AN
D R
IGH
T EL
EVAT
ION
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
LEFT AND RIGHT ELEVATION
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
2X12 GIRDER BOLTED
THROUGH POST W/
(3) 5/8'' DIA. THRU BOLT
2X6 JOIST AT 14'' O.C.
2X6 DECKING(SEE
NOTE)
2X6 RAILING
BASE PLATE W/
1
2
" LAG
BOLTS @14 O.C.
2X6 RAILING
BOLTED INTO POST
2X6 BALUSTERS WITH
H8SS TO BOTTOM PLATE
2X6 RAILING W/ E.N. TO BALUSTERS
2X6 BALUSTER
BOLTED INTO POST
2X6 BALUSTER W/ H8SS
TO BASE PLATE
2X6 JOIST AT 14'' O.C.
2X12 GIRDER BOLTED
THROUGH POST W/
(3) 5/8" DIA. THRU BOLT
RIGHT SIDE LEFT SIDE
3/4" = 1'-0"
SIMPSON H12 EA
JOIST, 1EA. END
TYP.
FRAMING NOTES:
1. ALL EXTERIOR AND LOAD
BEARING WALLS TO HAVE
DOUBLE TOP PLATES
STAGGER SPICES 48" MIN.
WITH (12) 16d NAILS
BETWEEN SPLICES
2. ALL DIMENSIONAL
LUMBER TO BE DOUGLAS
FIR LARCH NO. 2 OR
BETTER U.N.O.
3. ALL HEADERS TO BE DF-L
NO.1 GRADE (MAX 9" SPLIT)
4. ALL WOOD CONNECTORS
MUST CARRY THE CAPACITY
OF THE MEMBER. THE
CONTRACTOR IS
RESPONSIBLE FOR ALL
CONNECTIONS. IF OTHER
THAN STANDARD CONNEC-
TIONS ARE REQUIRED, CO-
NTACT THE PROJECT ENGI-
NEER FOR ASSISTANCE.
USE "SIMPSON" OR OTHER
ICBO LISTED CONNECTIONS
5. ALL WOOD CONNECTORS
SHALL BE INSTALLED WITH
REQUIRED FASTENERS IN
COMPLIANCE WITH THEIR
LISTING
6X6 KNEE BRACE
WITH SIMPSON
KBS1Z, 2 EA.
JOINT, TYP.
6X6 KNEE BRACE
WITH SIMPSON
KBS1Z, 2 EA.
JOINT, TYP.
6X6 KNEE BRACE
WITH SIMPSON
KBS1Z, 2 EA.
JOINT, TYP.
6X6 POST WITH
SIMPSON
CBSQ66-SDS2.
6X6 KNEE BRACE
WITH SIMPSON
KBS1Z 2 EA.
JOINT, TYP.
SIMPSON H1SS
EA JOIST, 1 EA.
END TYP.
FLOOR DECKING NOTES:
1. 10d NAILS SPACED 6" O.C. ON EDGES
& 12" O.C. ON FIELD, TYP.
COLUMN FOOTING
WITH REINF. SEE
SHEET S-1 AND
S2, TYP.
COLUMN FOOTING
WITH REINF. SEE
SHEET S-1 AND
S2, TYP.
2X6 DECKING
W/ 10D NAILS SPACED
6" O.C. ON EDGES & 12"
O.C. ON FIELD , TYP.
SIMPSON A35SS, TYP.
2X6 BLOCKING
2. SLOPE TO DRAIN.
6. ALL COLUMNS SHALL
EXTEND THROUGH THE
STRUCTURE TO
FOUNDATION. ALL
COLUMNS SHALL BE
BRACED AT ALL FLOOR
LEVELS. COLUMNS SHALL
BE THE SAME WIDTH AS
MEMBERS THAT THEY ARE
SUPPORTING.
2X 10d NAILS TYP.
2'-4
1
8
"
1'-4
1
8
"
CW
2 AL
LEN
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
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s)14
2nd
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ign)
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857
A-31810SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
2ND
AN
D 3
RD F
LOO
R D
ETAI
L
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
2ND AND 3RD FLOOR DETAIL
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
2X12 GIRDER
2X6 JOIST
6X6 POST
2X6 RAILING BOLTED
INTO POST
2X6 BALUSTER SCREWED
INTO RAILING
AND BASE PLATE
2X6 BASE PLATE
2X6 DOUBLE JOIST FOR
3RD FLOOR HATCH
2X6 RAILING
2X6 RAILING
LEFT OPEN FOR PREFAB
STAIRS LANDING
PREFABRICATED HATCH
REFERENCED ON PAGE A-8
1'-2"
3'-0"
1'-1
3
4
"
3"2'-6"2'-6
3
4
"
2ND FLOOR
3RD FLOOR
JOISTS ARE SPACED 14" O.C.
3/4" = 1'-0"
2X6 BLOCKING
2X6 RIM JOIST
2X6 RIM JOIST
2X6 BLOCKING
B
A
2X6 BLOCKING, TYP.
2X6 BLOCKING, TYP.
2X6 BLOCKING, TYP.
OPEN
TO
BELOW
SIMPSON
LUS26-2,
TYP.
CW
2 AL
LEN
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
th E
ngin
eer B
atta
lion
(Con
stru
ctio
n Ef
fect
s)14
2nd
Engi
neer
Det
achm
ent (
Surv
ey &
Des
ign)
Scho
field
Bar
rack
s, H
I, 96
857
A-41811SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
FRAM
ING
SC
HED
ULE
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
FRAMING SCHEDULE
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
2X6 DOUBLE HEADER
2X6 DOUBLE HEADER
2X4 SILL PLATE
2X4 TRIMMER
2X4 KING STUD
2X4 CRIPPLE STUD
DOUBLE END PLATE TO TIE
STUD INTO TOP PLATE
END PLATE NOTCHED TO ALLOW ACCESS
TO GIRDER BOLTS
2X6 DOUBLE HEADER
2X4 TRIMMER
2X4 KING STUD
2X4 CRIPPLE STUD
2X4 SILL PLATE
CRIPPLE STUD
2-2X4 TOP PLATE WITH (RIM JOIST TO DBL TOP PLATE)
2X6 DOUBLE HEADER
SILL PLATE
2X6 DOUBLE HEADER
TRIMMER
KING STUD
CRIPPLE STUD
2-2X4 TOP PLATE
8
1
2
" 3'-0"
2'-3
3
4
"
11
7
8
"
2'-8"
9
1
2
"
5'-3
3
4
" 5'-3
3
4
"
7'-0"
4'-0"
3'-0"
1'-7
1
2
"
8'-7
1
2
"
10"
3'-8"
9
3
4
"
4'-0"
1'-3"
2'-3
1
2
"
3"
2'-0"
3'-0
3
4
"
1'-3"
3'-3
1
2
"
3'-0"
1'-3"
1'-10
1
4
" 2'-8" 9
1
2
"
TYPICAL STUDS SPACED 12" O.C.
1 51/256" = 1'-0"
6X6 POST WITH
SIMPSON
CBSQ66-SDS2, TYP.
2X4 BOTTOM PLATE WITH 5/8 " DIA. A.B. AT 48" O.C.
2X6 BLOCKING, TYP.
CW
2 AL
LEN
LTP 4 SIMPSON BRACKET
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
th E
ngin
eer B
atta
lion
(Con
stru
ctio
n Ef
fect
s)14
2nd
Engi
neer
Det
achm
ent (
Surv
ey &
Des
ign)
Scho
field
Bar
rack
s, H
I, 96
857
A-51812SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
2ND
FLO
OR
RAIL
ING
DET
AIL
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
2ND FLOOR RAILING DETAIL
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
2X6 RAILING BOLTED INTO POST
2X4 BALUSTER
W/ SIMPSON H4SS TO BASE PLATE
2X4 BASE PLATE
2X6 BASE PLATE
W/
1
2
" DIA. LAG BOLTS AT 14 " O.C.
3'-6"
2X6 DECKING
2X6 BALUSTER
W/ SIMPSON H8SS TO
BASE PLATE
5
8
" BOLT
BACK
RIGHT SIDE
TOP
BACK SHOWN INSTEAD OF FRONT FOR CLARITY
3/4" = 1'-0"
2X6 RAILING
W/ E.N. TO
BALUSTERS, TYP.
2X6 BLOCKING
NOTE:
SEE STRUCTURAL NOTES
FOR MINIMUM NAILING
SCHEDULE.
CW
2 AL
LEN
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
th E
ngin
eer B
atta
lion
(Con
stru
ctio
n Ef
fect
s)14
2nd
Engi
neer
Det
achm
ent (
Surv
ey &
Des
ign)
Scho
field
Bar
rack
s, H
I, 96
857
A-61813SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
3RD
FLO
OR
RAIL
ING
DET
AIL
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
3RD FLOOR RAILING DETAIL
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
2X6 RAILING
W/ E.N. TO BALUSTERS
2X6 BALUSTER
W/ SIMPSON H4SS
TO BASE PLATE
2X6 BASE PLATE
END BALUSTER BOLTED
INTO POST WITH
5
8
" BOLT
RAILING CUT AT 45 DEGREES
W/ END TO BALUSTERS, TYP.
3'-6"
FRONT
RIGHT SIDE
TOP
3/4" = 1'-0"
2X6 BLOCKING
SIMPSON A35SS, TYP.
2X6 DECKING W/ 10d
NAILS SPACED AT 6" O.C.
ON EDGES AND 12" O.C.
ON FIELD, TYP.
CW
2 AL
LEN
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
th E
ngin
eer B
atta
lion
(Con
stru
ctio
n Ef
fect
s)14
2nd
Engi
neer
Det
achm
ent (
Surv
ey &
Des
ign)
Scho
field
Bar
rack
s, H
I, 96
857
A-71814SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
PREFAB STAIRS AND LADDER DETAIL
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
9'-2
1
2
"
4'X4' PREFAB
STAIR LANDING
7" TREAD PREFAB
STAIRS
PREFAB STAIR LANDING
SUPPORT POSTS
42" PREFAB
HANDRAILS
STAIR TREADS
SUPPORT POST
PREFAB LANDING
9'-2
1
2
"
PREFAB ATTACHMENT
BRACKETS AT TOP
AND BOTTOM OF LADDER
PREFAB LADDER CENTERED
IN HATCH OPENING
3/4" = 1'-0"
4" KICK PLATE
1'-0"
3'-0"
4"
3'-6"
ALL PREFAB ITEMS ARE NOT EXACT DRAWINGS AND ONLY
REPRESENT BASIC INTERPRETATIONS OF THE ITEMS
CW
2 AL
LEN
6-2X6 EQUAL 9"
8'-4"
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
th E
ngin
eer B
atta
lion
(Con
stru
ctio
n Ef
fect
s)14
2nd
Engi
neer
Det
achm
ent (
Surv
ey &
Des
ign)
Scho
field
Bar
rack
s, H
I, 96
857
A-81815SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
PREF
AB H
ATC
H D
TEAI
L
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
CW
2 AL
LEN
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
th E
ngin
eer B
atta
lion
(Con
stru
ctio
n Ef
fect
s)14
2nd
Engi
neer
Det
achm
ent (
Surv
ey &
Des
ign)
Scho
field
Bar
rack
s, H
I, 96
857
A-91816SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
POST ANCHOR AND JOIST HANGAR DETAIL
SCALE:
NOTES:
1.) FASTENER WILL BE SIMPSON STRONG TIE MODEL H1Z 18 GAUGE METAL.
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
NOTES:
1.) SIMPSON STRONG TIE MODEL # CSBQ66-SDS2.
2.) MATERIAL IS HOT DIPPED GALVANIZED 12 GAUGE STEEL BASE WITH 10 GAUGE
STRAPS.
3.) WITH PROVIDED SIMPSON STRONG TIES SDS 1/4"X2" WOOD SCREWS INSTALLED.
2X12 GIRDER WITH (3)-5/8"
DIAMETER THRU
BOLT TO POST SPACED
3" O.C., TYP.
2X6 JOIST
JOIST HANGER
6
7
8
"
1"
8
3
4
"
3"
4"
2"
3" = 1'-0"
2
3
4
"
3"
3"
2
3
4
"
FRONT SIDE GIRDER DETAIL VIEW
CW
2 AL
LEN
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
th E
ngin
eer B
atta
lion
(Con
stru
ctio
n Ef
fect
s)14
2nd
Engi
neer
Det
achm
ent (
Surv
ey &
Des
ign)
Scho
field
Bar
rack
s, H
I, 96
857
A-101817SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
HIG
H A
NG
LE T
RAIN
ING
AID
S
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
GUSSET DETAIL
SCALE: 1:10
9'-0"
3'-6"
3'-8
1
4
"
1'-8
5
8
"
8'-1"
2'-0
7
8
"
1/2" PLYWOOD W/ 10d NAILS SPACED
AT 6" O.C. ON EDGES. 12" O.C. ON FIELD, TYP.
1
2
" PLYWOOD GUSSET PLATES EA.
SIDE
2X4 SUPPORTS
4'-0"
4'-0
1
2
"
1'-4"
1/2" PLYWOOD
2X4 TRUSS
2X4 SUPPORT
1
2
3
4
5
4 6
1
2
3
4 4
5
6
1'-0
3
8
"
1'-4
3
4
"
1'-0"
1'-1
1
2
"
5
3
4
"
8
3
4
"
10"
7
3
4
"
5
1
8
"
1'-2
1
4
"
1'-0
5
8
"
7
7
8
"
11"
7"
10"
1'-8"
10"
1'-0
5
8
"
1'-9
7
8
"
2'-1
1
4
"
FRONT VIEW
SCALE: 1:10
HIGH ANGLE GUSSET DET.
SCALE: 1:10
HIGH ANGLE TRAINING AID
SCALE: 1:10
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
NOTE:
SHOWN NAIL PATTEN IS
EXACT.
ROOFING TAR PAPER
AND SINGLES.
2/5/15
DEP
ARTM
ENT
OF
THE
ARM
Y84
th E
ngin
eer B
atta
lion
(Con
stru
ctio
n Ef
fect
s)14
2nd
Engi
neer
Det
achm
ent (
Surv
ey &
Des
ign)
Scho
field
Bar
rack
s, H
I, 96
857
A-111818SHEET: OF
SIZE:SCALE:
DREVISION: ----
PROJECT NUMBER: DATE:
MC
BH R
1E A
S BU
ILT
LOW
AN
GLE
TRA
ININ
G A
ID
DRA
WN
BY:
SSG
GAL
DAM
EZ
AS SHOWN
TEAM
LEA
DER
:
CO
NST
RUC
TIO
N T
ECH
:
CW
2 AL
LEN
SSG
GAL
DAM
EZ
SSG
GAL
DAM
EZ
CPT SHAFFER
A
P
P
R
O
VE
D
B
Y
S
3
S
E
C
T IO
N
O
I
C
C
REVI
EWER
NO
TES
GUSSET DETAIL
SCALE:
LOW ANGLE GUSSET DET.
SCALE:
LOW ANGLE TRAINING AID
SCALE:
1/2" PLYWOOD GUSSET PLATE EA. SIDE
1/2" PLYWOOD WITH 10d NAILS
SPACED AT 6" O.C. ON EDGES.
12" O.C. ON FIELD, TYP.
1'-3"
3'-6"
4'-0"
1
2
2
3
3
3
4
1
2
4
FRONT VIEW
SCALE:
HI 14-034
PRO
JEC
T SU
PERV
ISO
R
1" = 1'-0"
3
11
5
8
"
7
1
2
"
7
5
8
"
7"
10"
8
5
8
"
7"
1'-0
3
8
"
1'-0
5
8
"
2'-0"
2'-3
1
8
"
8
1
2
"
7
7
8
"
2" = 1'-0"
7'-6
3
8
"
3'-6"
6'-8"
2'-7
3
8
"
1'-9
7
8
"
1'-1
3
8
"
2" = 1'-0"
2" = 1'-0"
NOTE:
SHOWN NAIL PATTEN IS
EXACT.
ROOFING TAR PAPER
AND SINGLES.