S5.1

BACKFILLED
TRENCH
BOTTOM OF TRENCH
PIPE SHALL NOT
EXTEND BELOW THIS
LINE
NOT LESS
THAN 18"
NOTE:
PIPES MAY PENETRATE THRU CONT FOOTING,
NOT THRU SPREAD FOOTINGS
jh lawder, inc.
structural engineers
717 16th Street, Ste. 4, Modesto, CA 95354
(209) 521-1143
Fax: (209) 521-1581
THRU CONT FTG
WHERE PIPE SLEEVE IS ‰ 6" ABV BOTT OF CONT FTG
6" MIN
TYP
NO FORMS
*
TRENCH
12d FOR #6, #7, #8 STANDARD
6d FOR #3, #4, #5 STANDARD
N/A SEISMIC
5 1/2"
PROVIDE 40 LAPS
TYP
24' - 0"
D
d
BELOW CONT FTG
WHERE PIPE SLEEVE IS ‰ 4" BELOW BOTT OF CONT FTG
+16' - 5"
TOF
d
90°
TYP REINF
6d 6d
w/ ST
3" A N
M D
IN A
SE RD
IS
M
IC
D
These documents are property of LDA
Partners, LLP, and are not to be
reproduced, changed or copied without
the expressed written consent of LDA
Partners, LLP.
DATE:
DRAWN:
CHECKED:
REVISIONS:
135° MIN
*
2 1/2"
*
WHERE BOTT REINF IS
INTERRUPTED ADD SAME
SIZE BAR x 10'-0" MIN
REINF TO RUN THRU
WHERE POSSIBLE
COVER PER
GENERAL NOTES
2
D
4d w/ 2å"
4'-0" MIN
180° HOOK
PER PLAN
TOF
THRU CONT FTG
WHERE PIPE SLEEVE IS BETWEEN 6" ABV & 4" BELOW BOTT OF CONT FTG
15
TY
P
90° HOOK
BAR BEND DIAMETER: D = 6d FOR #8 & SMALLER
D = 8d FOR #9, #10, & 11
D=10d FOR #14 & #18
NOTE:
PIPES PENTRATING SLAB, SLAB EDGES, FTG, ETC., SHALL BE SEALED AS REQ'D IN
ACCORDANCE w/ THE SOIL VAPOR MIGRATION MEASURES SYSTEM.
SPAN PER PLAN
ROOF JOIST
DESIGNATION PER PLAN
12
d
2' - 0" MIN
4'-0" MIN
BY
STIRRUP/TIE HOOKS
8"
MIN
OF CONT FTG
12/21/09
gk/09-040
/
12d
UON
BOTT
NI
OF CA L I FOR
FOUNDATION PERMIT
BAR BEND DIAMETER: D = 4d FOR #3, #4, & #5
D = 12d FOR #6, #7, & #8
JOIST GIRDER
DESIGNATION PER PLAN
UCT UR A
ISSUED
12/21/09
NOTE:
CONCRETE FILL @ PIPE SHALL BE SAME WIDTH AS CONT FTG,
FULL WIDTH OF TRENCH, & SHALL BE PLACED BEFORE CONT
FTG IS POURED
*
TE
R
NEE
S
TA
No. 2310
Exp. 3-31-11
TR
S
BOTT
OF CONT FTG
UNREINFORCED
CONC FILL
ER
REG I S
TE
R
JO
FESS I ONA
PRO
L
E
H LAWD
N
H
I
NG
ED
L
PROVIDE SLEEVE
1" CLR AROUND
PIPE - TYP
1
A
6"
MIN
PER PLAN
2
BOTT
OF CONT FTG
11
PIPES & TRENCHES
TYP BAR BENDS
3/4" = 1'-0"
1/2" = 1'-0"
NOTES:
1.
DESIGN LOAD COMBINATION IN ACCORDANCE w/ CBC SECTION 1605.3.
2. DESIGN LOADS: MAIN ROOF: DL=17psf, LL=20psf. DL INCLUDES 2.0 psf ALLOWANCE FOR OWJ. ADJUST AS REQ IF OWJ DL IS
GREATER THAN 2.0psf. SEE PLANS FOR MECH UNIT LOADS.
SC-2 PER PLAN
REINF CONT
THRU SC
STANDARD
HK
5. DESIGN FOR 1500# POINT ADD LOAD APPLIED AT ANY TOP CHORD PANEL PT ALONG TRUSS FOR FUTURE LOADING.
6. STANDARD SJI DESIGNATIONS SHOWN INDICATE THE EQUIVALENT LOADING FOR THE LOADING DIAGRAMS SHOWN.
MANUFACTUER'S DESIGN MAY BE BASED ON THE EQUIVALENT LOADING OR LOADING DIAGRAMS. OTHER DEPTHS MAY BE USED
PROVIDED THAT MINIUMUM CLEARANCE TO THE BOTTOM CHORD IS MET. FOR JOISTS w/ "SP" SUFFIX, JOIST SUPPLIER TO
DESIGN JOISTS TO SUPPORT LOADS AS SHOWN ABOVE.
SEE
8. "E/1.4=5.0k" DENOTES TOP CHORD AXIAL LATERAL DESIGN LOADS. DESIGN FOR E/1.4=5.0k UON.
CLIENT
CALIFORNIA GREEN
STRATEGIES
1'-0" BEND
TYP UON
NOTE:
7. WEB CONFIGUARATION PER MUANUFACTERER. WEB CONFIGURATIONS FOR ADJACENT JOISTS TO BE CONSISTENT (AS
ECONOMICALLY AS POSSIBLE) TO ALLOW FOR MECHANICAL, PLUMBING, AND ELECTRICAL RUNS.
0" TYP
0" TYP
4. DL INCLUDES AN ALLOWANCE FOR SPRINKLERS 3å"ø AND LESS. VERIFY w/ SPRINKLER SUBCONTRACTOR FOR LOADS &
LOCATIONS SHOULD SPRINKLERS GREATER THAN 3å"ø BE REQUIRED.
3" CLR
TYP
SEE
PLAN
3. DEFLECTION CRITERIA: LL-SPAN/240, DL+LL-SPAN/180.
13
S0.1
UON
CORNER
INTERSECTION
END
702 MARSHAL ST, STE 420
SACRAMENTO, CA 958160
(916) 769−1138
FTGS w/ (2) BARS IN HORIZONTAL PLANE SHOWN, CONDITIONS w/ (3) BARS SIMILAR.
1/8" = 1'-0"
14
SOFF-CUT JT: SC-2
3/4" = 1'-0"
TOOL w/ á" RADIUS
EA SIDE
10
TYP FTG REINF -PLAN VIEW
PROJECT
1/2" = 1'-0"
586−01−08
STATE OF CALIFORNIA
DEPT. OF MOTOR
VEHICLES − STOCKTON
TOOLED JT OPTION
å" PUDDLE WELDS
@ 12" OC
LINCOLN STREET
STOCKTON, CA
SC-1 PER PLAN
SLAB PER
PLAN
REINFORCING
PER PLAN
CONT CLOSURE ƒ
MATCH DECK GA
18 GA MIN
BM PER PLAN
å" x 2'-0" SMOOTH
GREASED DOWEL
w/ SAWCUT ENDS @
MID-DEPTH @ 24" OC
17
3/4" = 1'-0"
EQ
2" 2"
1 ß" MIN DEPTH
SAW-CUT
SHEET INFO
#4 CONT EA SIDE
OF JT
GENERAL NOTES &
TYPICAL DETAILS
SOIL VAPOR MIGRATION
MEASURES SYSTEM
1'-0" BEND
TYP
PREPARED BUILDING PAD
SOFF-CUT OPTION
PROVIDE WHERE DOWN FLUTE MISSES BEAM
FLUTE/BM CLOSURE
EQ
13
SLAB ON GRADE JT: SC-1
3/4" = 1'-0"
CORNER
9
SHEET NO --
INTERSECTION
TYP FTG REINF -PLAN VIEW
1/2" = 1'-0"
5
GENERAL NOTES
12" = 1'-0"
S0.1
OF -- SHEETS
12/21/2009 10:55:32 AM
22
STEEL ROOF JOIST DESIGN CRITERIA
6.1
6
5
4
3
2.2
2
1.5
1
120' - 0"
HS
S5
X5
X
1' - 0"
3/
1
6
6
structural engineers
D
717 16th Street, Ste. 4, Modesto, CA 95354
(209) 521-1143
Fax: (209) 521-1581
B
ED
DU6
S
5. FASTENERS ALONG THE EDGES IN SHEAR PANELS SHALL BE PLACED NOT
LESS THAN ã" IN FROM PANEL EDGES.
1' - 0" WIDE
CONT FTG TYP
1' - 0"
15' - 6"
6' - 6" 1' - 0"
6' - 0"
1' - 6"
17' - 2"
S/H
TYP @
12" WALL
12" = 1'-0"
DATE:
DRAWN:
CHECKED:
REVISIONS:
SC-2
C
3"
A
-1' - 0"
TOC
C
6
3/
1
E
-1' - 0"
FTG
TYP
UON
HS
S5
X5
X
E
CO
L
SI BLO
ZE C
AS KO
RE UT
Q ST
'D Y
P
9
DU
5" EOC @ CMU
VENEER TYP
HS
S5
X5
X1
/4
HS
S5
X5
X1
/4
E
24" WIDE x 24" DP
GRADE BM
-1' - 6"
TOC
6
S5.1
16" WIDE x 24" DP
GRADE BM TYP
B
S/H
SC-1
BY
E
DU6
S/H
120' - 0"
29' - 8 1/2"
CC
.
17
S5.1
TYP
HS
S5
X5
X1
/4
6
3/
1
HS
S5
X5
X
DD
-0' - 8"
TOC
4' - 0"
HS
S5
X5
X
3/
1
4
S/H
9
DU
6
C
HS
S6
X6
X1
/
-1' - 6"
FTG
.
12/21/09
gk/09-040
/
DU6
S/H
HS
S5
X5
X1
/4
5
S5.1
3' - 0" 4' - 0"
NI
OF CA L I FOR
These documents are property of LDA
Partners, LLP, and are not to be
reproduced, changed or copied without
the expressed written consent of LDA
Partners, LLP.
DU6
S/H
7
UCT UR A
FOUNDATION PERMIT
A
24
SC-1
3
S5.1
SHEAR WALL SCHEDULE
DU6
48' - 0"
7. STRUCTURAL PANELS ARE PERMITTED TO BE APPLIED EITHER PARALLEL
OR PERPENDICULAR TO FRAMING.
TE
ISSUED
12/21/09
10"
6. PANELS LESS THAN 12" WIDE SHALL NOT BE USED.
No. 2310
Exp. 3-31-11
TR
S
TA
R
NEE
S/H
FESS I ONA
PRO
L
E
H LAWD
N
H
L
3/
16
-1' - 0"
TOC
@ GB
jh lawder, inc.
3/
1
S5
X5
X
6
6"
1' - 6"
.
SC-2
4. PLYWOOD SCREWS SHALL BE A MIN OF 1" LONG, SELF-DRILLING, SELFTAPPING, w/ FLAT HEAD & MIN HEAD DIAMETER OF 0.285".
8' - 0"
S/
HD
U6
S/
HD
U9
3/
1
C
C
A
3/
16
HS
-1' - 0"
TOC
@ GB
-1' - 0"
TOC
@ GB
B
E
ER
3. SEE PLAN FOR HOLDOWNS.
C
S5
X5
X
B
-1' - 6"
FTG
S/H
DU 9
REG I S
TE
R
JO
TYP
-1' - 6"
FTG
S/H
C
DU9
.
1' - 0"
A
/1
6
C
11' - 6"
+0' - 0"
TOC
S/
HD
U9
1' - 0"
S/
HD
U9
S/
HD
U9
11' - 0"
-1' - 6"
FTG
16
S4.1
+0' - 0"
TOC
B
HS
12' - 6"
HS
S5
X5
X
C
S5
X5
C X3
2' - 6"
2' - 0"
X3
/1
/1
6
HS
15' - 0"
1' - 6"
I
NG
2. BLOCK ALL PANEL EDGES. HORIZONTAL BLOCKING MAY BE 1å" WIDE x
20 GA CONT STRAP.
12' - 6"
HS
S5
X5
S5
X
B 5 X3
6
HS
C
9' - 0"
D
10
S5.1
12" x 24" GRADE BM TYP
TOC @ GB TO MATCH
FTG ELEV @ ENDS UON
S/
HD
U9
2' - 6" WIDE
x 16" DP
NOTES:
INSTALL WALL SHTG PRIOR TO CONSTRUCTION OF POP-OUTS AND
ADJACENT WALLS.
+0' - 0"
TOC
-1' - 6"
FTG
6' - 10"
-1' - 6"
FTG
6' - 0"
E
17' - 2"
24' - 0"
6
2' - 2"
24' - 0"
3/
1
-1' - 6"
FTG
24' - 0"
S/
HD
U9
24' - 0"
HS
S5
X5
X
24' - 0"
1' - 8"
1' - 6"
4"
CLR
FSTNR
FSTNR
SPACING - SPACING BASE
SHTG
EDGES (EN)
FIELD
ANCHOR
FSTNR
MARK
SHTG
A
ä" OSB APA å"ø TITEN HD #8 SCREWS
6" OC
12" OC
SHTG, EXP 1
@ 32" OC
B
ä" OSB APA å"ø TITEN HD #8 SCREWS
4" OC
12" OC
SHTG, EXP 1
@ 24" OC
C
ä" OSB APA å"ø TITEN HD #8 SCREWS
3" OC
12" OC
SHTG, EXP 1
@ 16" OC
HS
S5
X5
X
SHEAR WALL SCHEDULE
1.
2.8
SC-2
1' - 0" WIDE
CONT FTG TYP
S/H
DU6
2
7
1/4" = 1'-0"
T
17
FOUNDATION PLAN
1/8" = 1'-0"
72' - 0"
SC-2
SC-1
SC-2
SC-2
A
6.1
1' - 0"
6
+0' - 0"
TOC
DD
6"
1' - 0"
7' - 0"
24' - 0"
6' - 6"
5
17' - 6"
1' - 8"
23
S5.1
-1' - 6"
FTG
3
2.9
B
TYP
+0' - 0"
17
TOC
S5.1
-1' - 6"
FTG
6"
1' - 8"
1' - 0"
7' - 0"
6
3/
1
1' - 0"
14' - 6"
B
-1' - 6"
FTG
+0' - 0"
TOC
FOUNDATION PLAN &
DETAILS
17' - 0"
2
1.8
SHEET NO --
1' - 0"
24' - 0"
2.1
SHEET INFO
A
24' - 0"
3.2
12" x 24" GRADE BM TYP
TOC @ GB TO MATCH
FTG ELEV @ ENDS UON
LINCOLN STREET
STOCKTON, CA
6
S5
X5
DD X3/
16
BB
3/
1
HS
TYP
-1' - 0"
FTG
-1' - 0"
TOC @ GB
STATE OF CALIFORNIA
DEPT. OF MOTOR
VEHICLES − STOCKTON
B
.
S/
HD
U6
B
23 S2.3
4
S5.1
23' - 0"
3/
16
HS
S5
X5
X
6
HS
S5
X5
X
-1' - 6"
FTG
24' - 0"
4
24" WIDE x 24" DP
GRADE BM
S7
X5
X3
/1
6
17
S5.1
S5
X5
X
HS
S5
X5
X
HS
S2.3
D
16
11
S5.1
HS
3/
1
6
HS
S5
X5
X
.
S/
HD
U6
.
S/
HD
U6
D
-1' - 6"
FTG
TYP
1' - 0"
B
-1' - 0"
TOC @
GB
4
TT1
S/H
T14
3/
1
6
3/
1
.
B
S/
HD
U6
D
A
S/
HD
U6
.
.
S/
HD
U6
SC-2
HT
T14
SC-1
22
HS
S7
X5
X3
/
2' - 0"
50' - 0"
7. SEE ARCH FOR EXTERIOR FLATWORK & WALKWAYS.
21
D
31' - 6"
6. SEE SHEET S4.1 FOR LIGHT GAGE FRAMING DETAILS.
FOUNDATION NOTES
S/
.
S/H
HS
S5
X5
X
6
HS
S5
X5
X
3/
1
6
HS
S5
X5
X
3/
1
B
B
14' - 6"
14' - 6"
B
SC-1
TYP @
DOORS
U6
HD
S/
U9
7
S5.1
586−01−08
2' - 6"
N
1 0.8
S2.1
OF -- SHEETS
12/21/2009 10:55:47 AM
3/
1
C
2. DIMENSIONS ARE TO FACE OF STUD (FOS) UON.
A
PROJECT
SC-2
2' - 6"
D
S/H
3. EDGE OF CONCRETE (EOC) @ FOS UON.
*'-*"
4.
DENOTES TOP OF FOOTING ELEVATION BELOW FLOOR SLAB.
FTG
DATUM 0'-0" IS 1st FLOOR SLAB ON GRADE.
*'-*"
5.
DENOTES TOP OF CONCRETE ELEVATION. DATUM 0'-0" IS 1st
TOC
FLOOR SLAB ON GRADE.
SC-1
SLOPE TO DRAIN TYP
SEE PLUMBING DWGS
.
NOTES:
702 MARSHAL ST, STE 420
SACRAMENTO, CA 958160
(916) 769−1138
DU6
.
6
-0' - 8"
TOC
CALIFORNIA GREEN
STRATEGIES
A
4
9
DU
B
EXTERIOR WALLS NOT NOTED AS SHEARWALLS SHALL HAVE í"
SHEATHING. FASTEN w/ #10-24 x 1" TEKS/3 @ 6" OC EDGES, 12" OC FIELD.
BLKG NOT REQ'D.
SC-1
3' - 0"
S/H
DD
SIM
12' - 7"
SHEARWALL MARK
SEE SHEARWALL SCHEDULE 24/S2.1
TERMINATE SHEARWALL @ OPENING &
PROVIDE EDGE NAILING @ KING STUD
DU6
S/H
SC-2
HS
S5
X5
X
4" CMU VENEER PER ARCH
13
S0.1
S/H
16' - 9"
11
S5.1
B.2
TYP @
SC-1
CLIENT
SIM
HS
S6
X6
X1
/
600S162-43 @ 16" OC
TYP @
SC-2
DU6
SC-1
6
S5.1
-1' - 6"
FTG
1200S162-54@ 16" OC
1.
S/H
SC-2
22
A
B
-1' - 6"
TOC
9
DU
SC-2
TOC
C
.
14
S0.1
4" SLAB ON GRADE w/ #4 @ 24" OC EA WAY @ 1" CLR OF TOC o/ SOIL
VAPOR MIGRATION MEASURES SYSTEM o/ PAD PREPARED IN
ACCORDANCE w/ SOILS REPORT.
TOC = 0'-0"
6
3/
1
-0' - 8"
LEGEND:
*
S/H
1' - 0"
4
HS
S6
X6
X1
/
EE
S5.1
SC-2
SC-2
(2) #4 x 1'-6" EA WAY
(4) #5 x 2'-6" EA WAY
(4) #5 x 4'-6" & (6) #5 x 2'-6"
(5) #5 x 3'-6" EA WAY
(5) #5 x 3'-6" & (8) #5 x 6'-6"
(6) #5 x 4'-6" EA WAY
(6) #5 x 4'-6" EA WAY
(7) #5 x 5'-6" EA WAY
(6) #5 x 5'-6" EA WAY
HS
S5
X5
X
2'-0" SQ x 12" DP
3'-0" SQ x 24" DP
3'-0" x 5'-0" x 24" DP
4'-0" SQ x 24" DP
4'-0" x 7'-0" x 24" DP
5'-0" SQ x 24" DP
5'-0" SQ x 30" DP
6'-0" SQ x 24" DP
6'-0" SQ x 30" DP
.
10' - 0"
A
B
BB
C
CC
D
DD
E
EE
15' - 6 1/2"
MARK
B.5
29' - 8 1/2"
FOOTING SCHEDULE
SIZE
REINFORCING
59' - 5"
-1' - 6"
FTG
TYP @ S5.1
CMU
9
VENEER
DU
H
/
S
*
HSS PER PLAN
a-a
COURSE 2
#4
@ 24" OC IN
BOND BM UNIT
20' - 8"
LEVELING NUTS
+23' - 4"
TOC
0' - 0"
#5 VERT @ EA CORNER
NO SPLICES
jh lawder, inc.
structural engineers
HSS PER PLAN
717 16th Street, Ste. 4, Modesto, CA 95354
(209) 521-1143
Fax: (209) 521-1581
HSS3X3X3/16
DEPRESSED SLAB
4
24" (NOM)
3/4" = 1'-0"
S
TA
SEC a-a
NOTES:
1.
COL PER PLAN
TYP
TOC
0' - 0"
6" OC
10' - 8"
12" OC
#4
NI
OF CA L I FOR
These documents are property of LDA
Partners, LLP, and are not to be
reproduced, changed or copied without
the expressed written consent of LDA
Partners, LLP.
*
6"
3/4" = 1'-0"
*
BREAKFORM
1200T125-54
TOC
0' - 0"
TOC
0' - 0"
DATE:
DRAWN:
CHECKED:
REVISIONS:
12/21/09
gk/09-040
/
BY
6" OC
SPACING
+6' - 2"
TO CMU
1/8" = 1'-0"
B.2
NOTE:
29' - 8 1/2"
2' - 2"
29' - 8 1/2"
SEE
3
S5.1
NOTE:
UON.
SEE
#4
EQ
6" OC
15' - 0"
12" OC
EQ
6" OC
12"
(2) #6
TOP & BOTT w/ STD HKS EA END
6" OC
1' - 4"
#4
*
2"
2"
ð éx10x1'-3" w/ (4) 1"ø
F1554 THRD RODS w/
HEAVY HEX NUTS UON
2"
@ 24" OC
12" @ EA VERT,
ALT HKS
PER PLAN
5 1/2"
PER
PLAN
2"
2"
3"
3"
6
â
@ HSS7x5
@ HSS6x6
SHEATHING
PER PLAN
COL PER PLAN
EN
JAMB LEVELING NUTS
BREAKFORM
600T125-43
#4 (ALT CAP BARS)
SPACING PER ELEV
2" NON-SHRINK GROUT
PER PLAN
TOC
FTG
#4
SPACING PER ELEV
SPACING PER ELEV
1/2 SPACE
1/2" = 1'-0"
@ 12" OC
GRADE BEAM (GB)
TYP PERIMETER FTG
2
3/4" = 1'-0"
3/4" = 1'-0"
6"
3"
BREAKFORM
600T125-43
COL PER PLAN
PER PLAN
TOC
1å" NON-SHRINK
GROUT
3"
1.
LEVELING NUTS
EQ
1.
2. PROVIDE (2) ANCHORS MIN @ EA PIECE OF TRACK.
13
TITEN HD ANCHOR
1" = 1'-0"
AB PER SCHD
w/ STD HK
REINF PER
FTG SCHD
HILTI PAF PER ICC ESR-1663.
PER SCHED
3. PROVIDE PAF 6" MAX & 1" MIN FROM ENDS OF TRACK & @ SPLICES.
9
HILTI PAF ANCHOR
1" = 1'-0"
*
5
TYP COLUMN FTG
1/2" = 1'-0"
702 MARSHAL ST, STE 420
SACRAMENTO, CA 958160
(916) 769−1138
PROJECT
LINCOLN STREET
STOCKTON, CA
SHEET INFO
WIDTH
PER SCHED
FOUNDATION DETAILS
SECTION a-a
COL
2. PROVIDE (2) PAF MIN @ EA PIECE OF TRACK.
3. PROVIDE ANCHORS 12" MAX & 3" MIN FROM ENDS OF
TRACK & @ SPLICES.
1/2 SPACE
GRADE BM
NOTES:
TOC
0' - 0"
PER PLAN
FTG
FTG PER
PLAN
TITEN HD PER ICC ESR-1056.
1 1/2"
TYP
BASE ƒPER SCHD
CALIFORNIA GREEN
STRATEGIES
STATE OF CALIFORNIA
DEPT. OF MOTOR
VEHICLES − STOCKTON
1"
CLR 9 1/2"
*
NOTES:
SPACING PER ELEV
1/2" = 1'-0"
0.138ø HILTI X-C
PAF @ 16" OC
(1å" EMBED)
FTG PER
PLAN
2' - 0"
17
å"ø TITEN HD
@ 32" OC MAX UON
PER SHEAR WALL SCHED
CLIENT
586−01−08
*
*
a-a
3" CLR
TYP
EQ
COLUMN FTG
WALL FRAMING
PER PLAN
PER PLAN
TOC
PER
PLAN
2' - 0"
PER PLAN
TOC
WALL FRAMING
PER PLAN
3 1/2"
EMBED
*
a-a
TOP OF
DBL NUTS
DBL HEAVY HEX NUTS
CLENCHED TIGHT
NOTES:
1. PROVIDE (2) TITEN HDs MIN @ EA PIECE OF TRACK.
2. PROVIDE TITEN HDs 12" MAX & 3" MIN FROM ENDS OF
TRACK & @ SPLICES.
â
SEC a-a
C
PER
PLAN
3/4" = 1'-0"
A
7
#4
#4
@ 24" OC
(2) #6 CONT TOP & BOTT
(2) #6 TOP & BOTT w/
FTG DETAIL
10
18"
1' - 0"
5" 5"
2"
2"
2"
ð éx10x1'-2" w/ (4) 1"ø
F1554 THRD RODS w/
HEAVY HEX NUTS UON
TOC
0' - 0"
LENGTH
PER SCHD
*
TOC
0' - 0"
PER PLAN
FTG
1/8" = 1'-0"
å"ø TITEN HD @ 48" OC UON
PER SHEARWALL SCHEDULE
BREAKFORM
600T125-43
EN
PER PLAN
TOC
SPACING
FRAME @ GL 7
22
TOC
0' - 0"
WALL FRAMING PER PLAN
1' - 0"
EQ
6" OC
13
S5.1
C
PER
SCHED
6" OC
15' - 0"
12" OC
SHEAR PER PLAN
PER PLAN
EQ
6" OC
#4
@ 24" OC
2' - 0" LAP
20'-0"
*
2' - 0"
MIN
PER PLAN
FTG
3/4" = 1'-0"
24"
PER
ARCH
(2) #6 x 35'-0" TOP & BOTT
CENTERED @ B.5
3
3/4" = 1'-0"
#4 VERT @ 24" OC @ ñ OF WALL
(LAP ONLY AS SHOWN)
12"
17
S5.1
24" OC BOND BM SPACING
21
S5.1
7
UON.
PERIMETER FTG @ 12" WALL
#4 HORIZ @ 24" OC
PERIM FTG @ DOOR OPNGS
2
S5.1
1 1/2"
TYP
2' - 2"
8" NOM
ƒ t WIDTH LENGTH
AB
HSS3x3 å
9
0'-9"
(4) é"ø
HSS5x5 é
12
1'-0"
(4) é"ø
HSS5x5
16
1'-4"
(4) é"ø
1
SHEET NO --
S5.1
OF -- SHEETS
12/21/2009 10:55:59 AM
B.5
18" MIN
C
21
UCT UR A
FOUNDATION PERMIT
2. ALTERNATE COURSES 1 & 2.
FRAME @ GL A
23
GROUT ALL CELLS SOLID. DO NOT GROUT CAVITY w/ HSS,
(2) #6 TOP & BOTT EA END
w/ STD HKS
LAP 36"
5' - 0"
6" OC
TE
ISSUED
12/21/09
FTG @ CANOPY COL
11
PER PLAN
FTG
5' - 0"
6" OC
PER PLAN
REINF PER PLAN
21
S5.1
No. 2310
Exp. 3-31-11
TR
S
PER PLAN
COURSE 1
R
NEE
HSS4X4X3/16
FESS I ONA
PRO
L
E
H LAWD
N
H
ER
+19' - 0"
ED
I
NG
PER PLAN
FTG
REG I S
TE
R
JO
HSS3X3X3/16
TYP
BM PER PLAN
TYP
(4) #4 12" w/ #4
@12" OC w/ (2) TIES @
TOP 5"
PER PLAN
TOC
L
2.1
24" (NOM)
2.9
A
1å" DRYPACK
PER
ARCH
2' - 0"
LAP
à
ðåx11x0'-11" w/
(4) é"ø AB @ 8"x8" GA
(4" PROJ, 8" EMBED, 3" HK)