Post on 22-Mar-2018
transcript
15/22/17
PLA
N C
HE
CK
R
EV
IS
IO
NS
© A
LL R
IG
HT
S R
ES
ER
VE
D K
UP
IE
C A
RC
HIT
EC
TS
P
.C
. 2016
401 Chapala Street, Suite 105
Santa Barbara, CA 93101
phone: 805.969.6740
www.kupiecarchitects.com
61
00
H
olliste
r A
ve
nu
e
Sa
nta
B
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, C
A 9
31
17
Sa
nta
B
arb
ara
A
irp
ort
PUBLIC WORKS
DEPARTMENT
ENGINEERING
DIVISION
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DE
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D D
AT
E
DWG. NO.
BID NO. SHT. DES.
PBW. NO.
412/5/17
AD
DE
ND
UM
#1
S0.4
TYPICAL
CONCRETE
DETAILS
15/22/17
PLA
N C
HE
CK
R
EV
IS
IO
NS
© A
LL R
IG
HT
S R
ES
ER
VE
D K
UP
IE
C A
RC
HIT
EC
TS
P
.C
. 2016
401 Chapala Street, Suite 105
Santa Barbara, CA 93101
phone: 805.969.6740
www.kupiecarchitects.com
61
00
H
olliste
r A
ve
nu
e
Sa
nta
B
arb
ara
, C
A 9
31
17
Sa
nta
B
arb
ara
A
irp
ort
PUBLIC WORKS
DEPARTMENT
ENGINEERING
DIVISION
#D
AT
EA
PP
RO
VE
D
DE
SIG
N
DR
AW
N
CH
EC
KE
D
OR
IG
IN
AL S
IG
NE
D D
AT
E
DWG. NO.
BID NO. SHT. DES.
PBW. NO.
412/5/17
AD
DE
ND
UM
#1
S0.5
TYPICAL STEEL
DETAILS
KEY PLAN
4A
4B
3A
3B
2A
2B
1A
1B
5A
5B
6A
6B
6C
7A
7B
7C
8A
8B
9A
9B
9C
N.T.S.
3' - 11 1/4"
17' - 10 1/2"
2' - 3 1/4"
11' - 10 1/8"
10' - 6 1/2"
HSS
4X4X
1/4
BP-5
HSS4X
4X1/
4
BP-5
HSS
4X4X
1/4
BP-5
HSS4X
4X1/
4
BP-5
5" ø
STD
PIP
E
BP-6
HD
5" ø
STD
PIP
E
BP-6
HD
5" ø
STD
PIP
E
BP-3
HD
5" ø STD P
IPE
BP-2
5" ø
STD
PIP
E
BP-6
HD
5" ø
STD
PIP
E
BP-6
5" ø
STD
PIP
E
BP-6
5" ø
STD
PIP
E
BP-2 5"
ø S
TD P
IPE
BP-2 5"
ø S
TD P
IPE
BP-6 5"
ø S
TD P
IPE
BP-6
1
S3.1
1
S3.1
1
S3.1
1
S3.1
1.1
1.4 1.5
1.A 1.A
1.C
1.F
1.6
1.31.2
1.G
1.E
1.D
1.B
3' -
0"
3' -
0"
SW4-L
21'-6"
6x8
HD
6x8
HD
SW3
19'-9"
SW2-L
21'-6"
6x8HD
SW5-K
20'-9"
6x8HD
2
S3.1
2
S3.1
2
S3.1
3
S3.1
3
S3.1
1
4 7/8"
4 7/8"
5" ø
STD
PIP
E
BP-3
HD
SW1-N
6'-6"
SW1-N
7'-0"
1' - 7 5/8"
1' - 8 3/8"
1
1
1
1
1
1
1
4
S3.1
5
S4.1
1' - 5 1/2"
1' - 6"
1' - 5 7/8"
1' - 5 7/8"
1' -
6"
1' - 6"
4' - 0"
4' -
0"
4' - 0"
4' - 0"4'
- 0
"
4' - 0"
4' - 0"
4' - 0"
14' - 9" +/-
11' - 8" +/-
11' - 8" +/-
11' - 6" +/-
13' - 0" +/-
8' - 11" +/-
12' - 1" +/-
15' - 9" +/-
11' - 1" +/-
10' - 0" +/-
4
4
4
4 4
4
4
4
4
8" CONCRETE MAT FOUNDATION SLAB WITH TOP AND BOTTOM REINFORCEMENT PER DETAIL 5/S3.1. VAPOR BARRIER UNDERLAYMENT AND SOIL PREPARATION SHALL BE AS DIRECTED BY THE GEOTECHNICAL REPORT.
MECHANICAL OR ELECTRICAL EQUIPMENT w/ RAISED CONCRETE PAD. TOP OF PAD OR CURB SHALL BE AT, OR ABOVE, FINISHED FLOOR ELEVATION. REFER TO CIVIL DRAWINGS.
STEEL FENCE POST AT MECHANICAL YARD ENCLOSURE, REFER TO 5/S4.2.
LOCATE COLUMN AT TOP OF CONCRETE WALL.
LOCATE COLUMN AT TOP OF CONCRETE SLAB (UNO).
CANTILEVERED WINDOW FRAME ABOVE, REFER TO ARCHITECTURAL PLANS.
MECHANICAL YARD ENCLOSURE, COORDINATE WITH MECHANICAL, PLUMBING AND ARCHITECTURAL PLANS FOR EXTENTS, AND CIVIL DRAWINGS FOR SLAB ELEVATIONS.
1 1/2" MAX SLAB DEPRESSION FOR SHOWER AT BUILDING 4 ONLY.
FOUNDATION KEYNOTES
NOT ALL KEYNOTES MAY APPLY TO THIS SHEET
1
2
3
4
5
6
7
8
G1. REFER TO S0.1 THROUGH S0.3 FOR STRUCTURAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND INSPECTION SCHEDULE.
G2. REFER TO SPECIFICATION SHEETS FOR ADDITIONAL MATERIAL, QUALITY CONTROL AND WORKMANSHIP REQUIREMENTS.
G3. TYPICAL DETAIL REFERENCE DRAWINGS:S0.4 - TYPICAL CONCRETE DETAILSS0.5 - TYPICAL STEEL DETAILSS0.6-S0.7 - TYPICAL WOOD DETAILS
G4. REFER TO CIVIL DRAWING F-1 FOR BUILDING SLAB ELEVATION. ELEVATIONS INDICATED ON STRUCTURAL PLANS REFER TO THE DIMENSION ABOVE OR BELOW THE BUILDING SLAB ELEVATION.
G5. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LOCATIONS OF ALL WALL OPENINGS.
G6. ALL DIMENSIONS SHOWN ARE TO EDGE OF CONCRETE SLAB, TO CENTER OF INTERIOR WALL, OR TO CENTERLINE OF POST OR COLUMN, UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL PLANS FOR OTHER DIMENSIONS.
GENERAL PLAN NOTES
F1. ALL COLUMNS ARE CENTERED ON THE GRID LINES UNLESS NOTED OTHERWISE.
F2. ALL FOOTINGS ARE CENTERED UNDER COLUMNS AND BEARING WALLS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.
F3. COORDINATE WITH ARCHITECTURAL PLANS FOR SLOPED AND DEPRESSED SLABS, CONCRETE CURBS, FLOOR DRAINS AND ADDITIONAL EMBEDDED ITEMS NOT SHOWN ON THESE DRAWINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
F4. COORDINATE SIZE AND LOCATION OF ALL HOUSEKEEPING PADS AND CURBS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. SEE DETAIL 10/S0.4.
F5. INDICATES STEEL COLUMN SHAPEINDICATES BASE PLATE TYPE PER S0.5.INDICATES COLUMN USED AS HOLDOWN, REFER TO 4/S0.5 FOR REQUIREMENTS.
F6. INDICATES PLYWOOD SHEAR WALL PER SCHEDULE S0.3.
INDICATES MINIMUM LENGTH OF SHEAR WALL
F7. INDICATES APPROXIMATE HOLDOWN LOCATION PER SHEAR WALL SCHEDULE. REFER TO TYPICAL DETAILS FOR INFORMATION ON EXACT LOCATION OF HOLDOWNS WITH RESPECT TO THE WALL CORNERS AND JAMBS.
F8. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:a. THE BUILDING PAD WAS PREPARED IN
ACCORDANCE WITH THE SOILS REPORT;b. THE UTILITY TRENCHES HAVE BEEN PROPERLY
BACKFILLED AND COMPACTED; ANDc. THE FOUNDATION EXCAVATIONS, FORMING AND
REINFORCEMENT COMPLY WITH THE SOILS REPORT AND APPROVED PLAN.
F9. INDICATES CHECKERBOARD SLAB POUR SEQUENCE. ALL AREAS OF LIKE COLOR SHALL BE POURED TOGETHER. ADJACENT SLABS OF DIFFERENT COLOR SHALL BE POURED NO SOONER THAN 14 DAYS APART. SLAB CONCRETE MIX SHALL INCLUDE SIKA CONTROL-40 SHRINKAGE REDUCING ADMIXTURE, OR APPROVED EQUAL. REFER TO TYPICAL DETAIL 13/S0.4
FOUNDATION PLAN NOTES
PIPE
SW4-K
10'-0"
BP-2
HD
4
No.30964
V.KY
ROG
ER
G
ED
NAS
NA
V I LC I
FORPD
ERETSI
GER
REENI
GNE
LANOI
SSE
OF CA LIFOR
NIA
ST
ATE
© A
LL R
IGH
TS
RE
SE
RV
ED
KU
PIE
C A
RC
HIT
EC
TS
P.C
. 2016
401 Chapala Street, Suite 105Santa Barbara, CA 93101
phone: 805.969.6740
www.kupiecarchitects.com
PUBLIC WORKS DEPARTMENT ENGINEERING
DIVISION
DE
SIG
N
DR
AW
N
CH
EC
KE
D
CIT
Y E
NG
INE
ER
DA
TE
OR
IGIN
AL S
IGN
ED
DA
TE
DWG. NO.
BID NO. SHT. DES.
PBW. NO.
12
/5/2
017
1:4
7:4
0 P
M
S1.10
Issue
Da
te
6100 H
olli
ste
r A
venue
Santa
Barb
ara
, C
A 9
3117
Santa
Barb
ara
Airport
Pro
ject S
tatu
s
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"1FOUNDATION PLAN - RETAIL 1AB (8AB OPPOSITE HAND)
RETAIL
1AB-8AB
THIS PLAN INDICATES STRUCTURAL FOUNDATION REQUIREMENTS FOR:• RETAIL 1AB (SHOWN) • RETAIL 8AB (OPPOSITE HAND)
COORDINATE WITH ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION:• RETAIL 1AB - A1.10• RETAIL 8AB - A1.19
REFER TO CIVIL SHEET F-1 FOR FINISH FLOOR ELEVATIONS REQUIRED TO MEET FEMA REQUIREMENTS.
1
1
#D
AT
EA
PP
RO
VE
D
1P
LA
N C
HE
CK
RE
VIS
ION
S5
/22
/17
4A
DD
EN
DU
M #
11
2/5
/17
KEY PLAN
4A
4B
3A
3B
2A
2B
1A
1B
5A
5B
6A
6B
6C
7A
7B
7C
8A
8B
9A
9B
9C
N.T.S.KEY PLAN
4A
4B
3A
3B
2A
2B
1A
1B
5A
5B
6A
6B
6C
7A
7B
7C
8A
8B
9A
9B
9C
N.T.S.
G1. REFER TO S0.1 THROUGH S0.3 FOR STRUCTURAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND INSPECTION SCHEDULE.
G2. REFER TO SPECIFICATION SHEETS FOR ADDITIONAL MATERIAL, QUALITY CONTROL AND WORKMANSHIP REQUIREMENTS.
G3. TYPICAL DETAIL REFERENCE DRAWINGS:S0.4 - TYPICAL CONCRETE DETAILSS0.5 - TYPICAL STEEL DETAILSS0.6-S0.7 - TYPICAL WOOD DETAILS
G4. REFER TO CIVIL DRAWING F-1 FOR BUILDING SLAB ELEVATION. ELEVATIONS INDICATED ON STRUCTURAL PLANS REFER TO THE DIMENSION ABOVE OR BELOW THE BUILDING SLAB ELEVATION.
G5. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LOCATIONS OF ALL WALL OPENINGS.
G6. ALL DIMENSIONS SHOWN ARE TO EDGE OF CONCRETE SLAB, TO CENTER OF INTERIOR WALL, OR TO CENTERLINE OF POST OR COLUMN, UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL PLANS FOR OTHER DIMENSIONS.
GENERAL PLAN NOTES
8" CONCRETE MAT FOUNDATION SLAB WITH TOP AND BOTTOM REINFORCEMENT PER DETAIL 5/S3.1. VAPOR BARRIER UNDERLAYMENT AND SOIL PREPARATION SHALL BE AS DIRECTED BY THE GEOTECHNICAL REPORT.
MECHANICAL OR ELECTRICAL EQUIPMENT w/ RAISED CONCRETE PAD. TOP OF PAD OR CURB SHALL BE AT, OR ABOVE, FINISHED FLOOR ELEVATION. REFER TO CIVIL DRAWINGS.
STEEL FENCE POST AT MECHANICAL YARD ENCLOSURE, REFER TO 5/S4.2.
LOCATE COLUMN AT TOP OF CONCRETE WALL.
LOCATE COLUMN AT TOP OF CONCRETE SLAB (UNO).
CANTILEVERED WINDOW FRAME ABOVE, REFER TO ARCHITECTURAL PLANS.
MECHANICAL YARD ENCLOSURE, COORDINATE WITH MECHANICAL, PLUMBING AND ARCHITECTURAL PLANS FOR EXTENTS, AND CIVIL DRAWINGS FOR SLAB ELEVATIONS.
1 1/2" MAX SLAB DEPRESSION FOR SHOWER AT BUILDING 4 ONLY.
FOUNDATION KEYNOTES
NOT ALL KEYNOTES MAY APPLY TO THIS SHEET
1
2
3
4
5
6
7
8
2.C
2.B
2.A
2.32.22.1
13' - 1 3/4" 20' - 6"
HSS
4X4X
1/4
BP-5
5" ø
STD
PIP
E
BP-2
HD
HSS4X
4X1/
4
BP-5
5" ø
STD
PIP
E
BP-2
5" ø
STD
PIP
E
BP-3
1
S3.1
5" ø
STD
PIP
E
BP-2
5" ø
STD
PIP
E
BP-2
HD
5" ø
STD
PIP
E
BP-2
HD
5" ø
STD
PIP
E
BP-3
HSS4X
4X1/
4
BP-5
HSS4X
4X1/
4
BP-5
1
S3.1
1
S3.1
1
S3.1
18' - 4 1/4" 53' - 7 3/4"
33' -
0"
33' -
0"
7
S3.1
2' - 2 1/2"
2' -
2 1
/2"
2' -
0"
2' - 0"
2' - 2 1/2"
2' -
2 1
/2"
2' -
0"
2' - 0"
18' - 4 1/4" 20' - 0"
2
S3.1
3
S3.1
3
S3.1
3
S3.1
3
S3.1
6
S3.1
TYP @ COL
6
S3.1
TYP @ COL
2
S3.1
2' -
0"
2' -
0"
3' -
0"
3' -
0"
4' -
0"
4' - 0"
4' - 0"
5" ø
STD
PIP
E
BP-2
6x8
HD
6x8
HD
PSW4-L
29'-0"
6x8
HD
6x8
HD
PSW4-K
28'-0"
SW4
24'-6"
SW4
24'-6"
5" ø
STD
PIP
E
BP-2
HD
1
72' - 0"
66' -
0"
(70'
-0"
@ IN
DU
ST
RIA
L 4A
B-5
AB
)
(35'
-0"
@ IN
DU
ST
RIA
L 4A
B-5
AB
)(3
5'-0
" @
IND
US
TR
IAL
4AB
-5A
B)
2 TYP.
66
66
4
S3.2
S3.2
5
1
TYP
TYP
1
1
1
1
1
1
4' -
0"
4
S3.1
8
11' - 0" +/- 13' - 11" +/- 16' - 7" +/- 16' - 7" +/- 13' - 11" +/-11
' - 0
" +/
-14
' - 3
" +/
-16
' - 1
" +/
-13
' - 8
" +/
-11
' - 0
" +/
-
4
4
F1. ALL COLUMNS ARE CENTERED ON THE GRID LINES UNLESS NOTED OTHERWISE.
F2. ALL FOOTINGS ARE CENTERED UNDER COLUMNS AND BEARING WALLS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.
F3. COORDINATE WITH ARCHITECTURAL PLANS FOR SLOPED AND DEPRESSED SLABS, CONCRETE CURBS, FLOOR DRAINS AND ADDITIONAL EMBEDDED ITEMS NOT SHOWN ON THESE DRAWINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
F4. COORDINATE SIZE AND LOCATION OF ALL HOUSEKEEPING PADS AND CURBS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. SEE DETAIL 10/S0.4.
F5. INDICATES STEEL COLUMN SHAPEINDICATES BASE PLATE TYPE PER S0.5.INDICATES COLUMN USED AS HOLDOWN, REFER TO 4/S0.5 FOR REQUIREMENTS.
F6. INDICATES PLYWOOD SHEAR WALL PER SCHEDULE S0.3.
INDICATES MINIMUM LENGTH OF SHEAR WALL
F7. INDICATES APPROXIMATE HOLDOWN LOCATION PER SHEAR WALL SCHEDULE. REFER TO TYPICAL DETAILS FOR INFORMATION ON EXACT LOCATION OF HOLDOWNS WITH RESPECT TO THE WALL CORNERS AND JAMBS.
F8. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:a. THE BUILDING PAD WAS PREPARED IN
ACCORDANCE WITH THE SOILS REPORT;b. THE UTILITY TRENCHES HAVE BEEN PROPERLY
BACKFILLED AND COMPACTED; ANDc. THE FOUNDATION EXCAVATIONS, FORMING AND
REINFORCEMENT COMPLY WITH THE SOILS REPORT AND APPROVED PLAN.
F9. INDICATES CHECKERBOARD SLAB POUR SEQUENCE. ALL AREAS OF LIKE COLOR SHALL BE POURED TOGETHER. ADJACENT SLABS OF DIFFERENT COLOR SHALL BE POURED NO SOONER THAN 14 DAYS APART. SLAB CONCRETE MIX SHALL INCLUDE SIKA CONTROL-40 SHRINKAGE REDUCING ADMIXTURE, OR APPROVED EQUAL. REFER TO TYPICAL DETAIL 13/S0.4
FOUNDATION PLAN NOTES
PIPE
SW4-K
10'-0"
BP-2
HD
4
No.30964
V.KY
ROG
ER
G
ED
NAS
NA
V I LC I
FORPD
ERETSI
GER
REENI
GNE
LANOI
SSE
OF CA LIFOR
NIA
ST
ATE
© A
LL R
IGH
TS
RE
SE
RV
ED
KU
PIE
C A
RC
HIT
EC
TS
P.C
. 2016
401 Chapala Street, Suite 105Santa Barbara, CA 93101
phone: 805.969.6740
www.kupiecarchitects.com
PUBLIC WORKS DEPARTMENT ENGINEERING
DIVISION
DE
SIG
N
DR
AW
N
CH
EC
KE
D
CIT
Y E
NG
INE
ER
DA
TE
OR
IGIN
AL S
IGN
ED
DA
TE
DWG. NO.
BID NO. SHT. DES.
PBW. NO.
12
/5/2
017
1:4
7:4
1 P
M
S1.11
Issue
Da
te
6100 H
olli
ste
r A
venue
Santa
Barb
ara
, C
A 9
3117
Santa
Barb
ara
Airport
Pro
ject S
tatu
s
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"1FOUNDATION PLAN - INDUSTRIAL 2AB-3AB
INDUSTRIAL
2AB-3AB
PASEO
PER ARCH
THIS PLAN INDICATES STRUCTURAL FOUNDATION REQUIREMENTS FOR:• INDUSTRIAL 2AB (SHOWN) & 4AB• INDUSTRIAL 3AB & 5AB (OPPOSITE
HAND)
COORDINATE WITH ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION:• INDUSTRIAL 2AB - A1.11• INDUSTRIAL 3AB - A1.12• INDUSTRIAL 4AB - A1.13• INDUSTRIAL 5AB - A1.14
REFER TO CIVIL SHEET F-1 FOR FINISH FLOOR ELEVATIONS REQUIRED TO MEET FEMA REQUIREMENTS.
1
1
#D
AT
EA
PP
RO
VE
D
1P
LA
N C
HE
CK
RE
VIS
ION
S5
/22
/17
4A
DD
EN
DU
M #
11
2/5
/17
KEY PLAN
4A
4B
3A
3B
2A
2B
1A
1B
5A
5B
6A
6B
6C
7A
7B
7C
8A
8B
9A
9B
9C
N.T.S.
8" CONCRETE MAT FOUNDATION SLAB WITH TOP AND BOTTOM REINFORCEMENT PER DETAIL 5/S3.1. VAPOR BARRIER UNDERLAYMENT AND SOIL PREPARATION SHALL BE AS DIRECTED BY THE GEOTECHNICAL REPORT.
MECHANICAL OR ELECTRICAL EQUIPMENT w/ RAISED CONCRETE PAD. TOP OF PAD OR CURB SHALL BE AT, OR ABOVE, FINISHED FLOOR ELEVATION. REFER TO CIVIL DRAWINGS.
STEEL FENCE POST AT MECHANICAL YARD ENCLOSURE, REFER TO 5/S4.2.
LOCATE COLUMN AT TOP OF CONCRETE WALL.
LOCATE COLUMN AT TOP OF CONCRETE SLAB (UNO).
CANTILEVERED WINDOW FRAME ABOVE, REFER TO ARCHITECTURAL PLANS.
MECHANICAL YARD ENCLOSURE, COORDINATE WITH MECHANICAL, PLUMBING AND ARCHITECTURAL PLANS FOR EXTENTS, AND CIVIL DRAWINGS FOR SLAB ELEVATIONS.
1 1/2" MAX SLAB DEPRESSION FOR SHOWER AT BUILDING 4 ONLY.
FOUNDATION KEYNOTES
NOT ALL KEYNOTES MAY APPLY TO THIS SHEET
1
2
3
4
5
6
7
8
6.1 6.2 6.3
6.A
6.B
6.C
HSS4X
4X1/
4
BP-5
HSS4X
4X1/
4
BP-5
1
S3.1
1
S3.1
18' - 4 1/4" 53' - 7 3/4"
1
S3.1
35' -
0"
35' -
0"
2' - 0"
2' -
0"
2' - 2 1/2"
18' - 4 1/4" 13' - 1 3/4" 20' - 0" 20' - 6"
5" ø
STD
PIP
E
BP-3 5"
ø S
TD P
IPE
BP-2
HD
5" ø
STD
PIP
E
BP-2
HD
5" ø
STD
PIP
E
BP-2 5"
ø S
TD P
IPE
BP-2 5"
ø S
TD P
IPE
BP-2
5" ø
STD
PIP
E
BP-2 5"
ø S
TD P
IPE
BP-2 5"
ø S
TD P
IPE
BP-2
2
S3.1
2
S3.1
3
S3.1
3
S3.1
TYP @ COL
6
S3.1
MATCH LINEMATCH LINE
3' -
0"
3' -
0"
3' -
0"
3' -
0"
4' -
0"
4' - 0" 4' - 0"
SW5
24'-6"
PSW5-L
20'-9"
6x8
HD
6x8
HD
6x8
HD
PSW4-L
32'-3"
6x8
HD
6x8
HD
1' - 6"
SEE S1.13 SEE S1.13
7
S3.1
1
2 TYP.
66
1
1
11
4
S3.1
11' - 0" +/- 13' - 11" +/- 16' - 7" +/- 16' - 7" +/- 13' - 11" +/-
6' -
4"
+/-
10' -
0"
+/-
10' -
0"
+/-
17' -
0"
+/-
15' -
8"
+/-
11' -
0"
+/-
4
4
G1. REFER TO S0.1 THROUGH S0.3 FOR STRUCTURAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND INSPECTION SCHEDULE.
G2. REFER TO SPECIFICATION SHEETS FOR ADDITIONAL MATERIAL, QUALITY CONTROL AND WORKMANSHIP REQUIREMENTS.
G3. TYPICAL DETAIL REFERENCE DRAWINGS:S0.4 - TYPICAL CONCRETE DETAILSS0.5 - TYPICAL STEEL DETAILSS0.6-S0.7 - TYPICAL WOOD DETAILS
G4. REFER TO CIVIL DRAWING F-1 FOR BUILDING SLAB ELEVATION. ELEVATIONS INDICATED ON STRUCTURAL PLANS REFER TO THE DIMENSION ABOVE OR BELOW THE BUILDING SLAB ELEVATION.
G5. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LOCATIONS OF ALL WALL OPENINGS.
G6. ALL DIMENSIONS SHOWN ARE TO EDGE OF CONCRETE SLAB, TO CENTER OF INTERIOR WALL, OR TO CENTERLINE OF POST OR COLUMN, UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL PLANS FOR OTHER DIMENSIONS.
GENERAL PLAN NOTES
F1. ALL COLUMNS ARE CENTERED ON THE GRID LINES UNLESS NOTED OTHERWISE.
F2. ALL FOOTINGS ARE CENTERED UNDER COLUMNS AND BEARING WALLS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.
F3. COORDINATE WITH ARCHITECTURAL PLANS FOR SLOPED AND DEPRESSED SLABS, CONCRETE CURBS, FLOOR DRAINS AND ADDITIONAL EMBEDDED ITEMS NOT SHOWN ON THESE DRAWINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
F4. COORDINATE SIZE AND LOCATION OF ALL HOUSEKEEPING PADS AND CURBS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. SEE DETAIL 10/S0.4.
F5. INDICATES STEEL COLUMN SHAPEINDICATES BASE PLATE TYPE PER S0.5.INDICATES COLUMN USED AS HOLDOWN, REFER TO 4/S0.5 FOR REQUIREMENTS.
F6. INDICATES PLYWOOD SHEAR WALL PER SCHEDULE S0.3.
INDICATES MINIMUM LENGTH OF SHEAR WALL
F7. INDICATES APPROXIMATE HOLDOWN LOCATION PER SHEAR WALL SCHEDULE. REFER TO TYPICAL DETAILS FOR INFORMATION ON EXACT LOCATION OF HOLDOWNS WITH RESPECT TO THE WALL CORNERS AND JAMBS.
F8. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:a. THE BUILDING PAD WAS PREPARED IN
ACCORDANCE WITH THE SOILS REPORT;b. THE UTILITY TRENCHES HAVE BEEN PROPERLY
BACKFILLED AND COMPACTED; ANDc. THE FOUNDATION EXCAVATIONS, FORMING AND
REINFORCEMENT COMPLY WITH THE SOILS REPORT AND APPROVED PLAN.
F9. INDICATES CHECKERBOARD SLAB POUR SEQUENCE. ALL AREAS OF LIKE COLOR SHALL BE POURED TOGETHER. ADJACENT SLABS OF DIFFERENT COLOR SHALL BE POURED NO SOONER THAN 14 DAYS APART. SLAB CONCRETE MIX SHALL INCLUDE SIKA CONTROL-40 SHRINKAGE REDUCING ADMIXTURE, OR APPROVED EQUAL. REFER TO TYPICAL DETAIL 13/S0.4
FOUNDATION PLAN NOTES
PIPE
SW4-K
10'-0"
BP-2
HD
4
No.30964
V.KY
ROG
ER
G
ED
NAS
NA
V I LC I
FORPD
ERETSI
GER
REENI
GNE
LANOI
SSE
OF CA LIFOR
NIA
ST
ATE
© A
LL R
IGH
TS
RE
SE
RV
ED
KU
PIE
C A
RC
HIT
EC
TS
P.C
. 2016
401 Chapala Street, Suite 105Santa Barbara, CA 93101
phone: 805.969.6740
www.kupiecarchitects.com
PUBLIC WORKS DEPARTMENT ENGINEERING
DIVISION
DE
SIG
N
DR
AW
N
CH
EC
KE
D
CIT
Y E
NG
INE
ER
DA
TE
OR
IGIN
AL S
IGN
ED
DA
TE
DWG. NO.
BID NO. SHT. DES.
PBW. NO.
12
/5/2
017
1:4
7:4
1 P
M
S1.15
Issue
Da
te
6100 H
olli
ste
r A
venue
Santa
Barb
ara
, C
A 9
3117
Santa
Barb
ara
Airport
Pro
ject S
tatu
s
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"4FOUNDATION PLAN - INDUSTRIAL 6AB-7AB-9AB INDUSTRIAL
6AB-7AB-9AB
PASEO
PER ARCH
THIS PLAN INDICATES STRUCTURAL FOUNDATION REQUIREMENTS FOR:• INDUSTRIAL 6AB (SHOWN) & 9AB• INDUSTRIAL 7AB (OPPOSITE HAND)
COORDINATE WITH ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION:• INDUSTRIAL 6AB - A1.15• INDUSTRIAL 7AB - A1.17• INDUSTRIAL 9AB - A1.20
REFER TO CIVIL SHEET F-1 FOR FINISH FLOOR ELEVATIONS REQUIRED TO MEET FEMA REQUIREMENTS.
1
1
#D
AT
EA
PP
RO
VE
D
1P
LA
N C
HE
CK
RE
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ION
S5
/22
/17
4A
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M #
11
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/17
KEY PLAN
4A
4B
3A
3B
2A
2B
1A
1B
5A
5B
6A
6B
6C
7A
7B
7C
8A
8B
9A
9B
9C
N.T.S.
8" CONCRETE MAT FOUNDATION SLAB WITH TOP AND BOTTOM REINFORCEMENT PER DETAIL 5/S3.1. VAPOR BARRIER UNDERLAYMENT AND SOIL PREPARATION SHALL BE AS DIRECTED BY THE GEOTECHNICAL REPORT.
MECHANICAL OR ELECTRICAL EQUIPMENT w/ RAISED CONCRETE PAD. TOP OF PAD OR CURB SHALL BE AT, OR ABOVE, FINISHED FLOOR ELEVATION. REFER TO CIVIL DRAWINGS.
STEEL FENCE POST AT MECHANICAL YARD ENCLOSURE, REFER TO 5/S4.2.
LOCATE COLUMN AT TOP OF CONCRETE WALL.
LOCATE COLUMN AT TOP OF CONCRETE SLAB (UNO).
CANTILEVERED WINDOW FRAME ABOVE, REFER TO ARCHITECTURAL PLANS.
MECHANICAL YARD ENCLOSURE, COORDINATE WITH MECHANICAL, PLUMBING AND ARCHITECTURAL PLANS FOR EXTENTS, AND CIVIL DRAWINGS FOR SLAB ELEVATIONS.
1 1/2" MAX SLAB DEPRESSION FOR SHOWER AT BUILDING 4 ONLY.
FOUNDATION KEYNOTES
NOT ALL KEYNOTES MAY APPLY TO THIS SHEET
1
2
3
4
5
6
7
8
G1. REFER TO S0.1 THROUGH S0.3 FOR STRUCTURAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND INSPECTION SCHEDULE.
G2. REFER TO SPECIFICATION SHEETS FOR ADDITIONAL MATERIAL, QUALITY CONTROL AND WORKMANSHIP REQUIREMENTS.
G3. TYPICAL DETAIL REFERENCE DRAWINGS:S0.4 - TYPICAL CONCRETE DETAILSS0.5 - TYPICAL STEEL DETAILSS0.6-S0.7 - TYPICAL WOOD DETAILS
G4. REFER TO CIVIL DRAWING F-1 FOR BUILDING SLAB ELEVATION. ELEVATIONS INDICATED ON STRUCTURAL PLANS REFER TO THE DIMENSION ABOVE OR BELOW THE BUILDING SLAB ELEVATION.
G5. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LOCATIONS OF ALL WALL OPENINGS.
G6. ALL DIMENSIONS SHOWN ARE TO EDGE OF CONCRETE SLAB, TO CENTER OF INTERIOR WALL, OR TO CENTERLINE OF POST OR COLUMN, UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL PLANS FOR OTHER DIMENSIONS.
GENERAL PLAN NOTES
6.1 6.2 6.3
6.C
6.D
HSS4X
4X1/
4
BP-5
HSS4X
4X1/
4
BP-5
5" ø
STD
PIP
E
BP-2
HD
5" ø
STD
PIP
E
BP-2
HD
5" ø
STD
PIP
E
BP-3
5" ø
STD
PIP
E
BP-25"
ø S
TD P
IPE
BP-25"
ø S
TD P
IPE
BP-2
35' -
0"
18' - 4 1/4" 13' - 1 3/4" 20' - 0" 20' - 6"
2' -
0"
2' - 0"
2' - 2 1/2"
2' -
2 1
/2"
1
S3.1
1
S3.1
1
S3.1
18' - 4 1/4" 53' - 7 3/4"
3
S3.1
3
S3.1
2
S3.1
TYP @ COL
6
S3.1
MATCH LINEMATCH LINE
3' -
0"
3' -
0"
4' -
0"
4' - 0"
SW5
24'-6"
SW5-K
13'-0"
6x8
HD
6x8
HD
SW4-K
12'-6"
6x8
HD
6x8
HD
SEE S1.12 SEE S1.12
1
66
1
1
1
1
4
S3.1
11' - 0" +/- 13' - 11" +/- 16' - 7" +/- 16' - 7" +/- 13' - 11" +/-
11' -
0"
+/-
14' -
3"
+/-
9' -
9"
+/-
6' -
4"
+/-
4
4
F1. ALL COLUMNS ARE CENTERED ON THE GRID LINES UNLESS NOTED OTHERWISE.
F2. ALL FOOTINGS ARE CENTERED UNDER COLUMNS AND BEARING WALLS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.
F3. COORDINATE WITH ARCHITECTURAL PLANS FOR SLOPED AND DEPRESSED SLABS, CONCRETE CURBS, FLOOR DRAINS AND ADDITIONAL EMBEDDED ITEMS NOT SHOWN ON THESE DRAWINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.
F4. COORDINATE SIZE AND LOCATION OF ALL HOUSEKEEPING PADS AND CURBS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. SEE DETAIL 10/S0.4.
F5. INDICATES STEEL COLUMN SHAPEINDICATES BASE PLATE TYPE PER S0.5.INDICATES COLUMN USED AS HOLDOWN, REFER TO 4/S0.5 FOR REQUIREMENTS.
F6. INDICATES PLYWOOD SHEAR WALL PER SCHEDULE S0.3.
INDICATES MINIMUM LENGTH OF SHEAR WALL
F7. INDICATES APPROXIMATE HOLDOWN LOCATION PER SHEAR WALL SCHEDULE. REFER TO TYPICAL DETAILS FOR INFORMATION ON EXACT LOCATION OF HOLDOWNS WITH RESPECT TO THE WALL CORNERS AND JAMBS.
F8. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:a. THE BUILDING PAD WAS PREPARED IN
ACCORDANCE WITH THE SOILS REPORT;b. THE UTILITY TRENCHES HAVE BEEN PROPERLY
BACKFILLED AND COMPACTED; ANDc. THE FOUNDATION EXCAVATIONS, FORMING AND
REINFORCEMENT COMPLY WITH THE SOILS REPORT AND APPROVED PLAN.
F9. INDICATES CHECKERBOARD SLAB POUR SEQUENCE. ALL AREAS OF LIKE COLOR SHALL BE POURED TOGETHER. ADJACENT SLABS OF DIFFERENT COLOR SHALL BE POURED NO SOONER THAN 14 DAYS APART. SLAB CONCRETE MIX SHALL INCLUDE SIKA CONTROL-40 SHRINKAGE REDUCING ADMIXTURE, OR APPROVED EQUAL. REFER TO TYPICAL DETAIL 13/S0.4
FOUNDATION PLAN NOTES
PIPE
SW4-K
10'-0"
BP-2
HD
4
No.30964
V.KY
ROG
ER
G
ED
NAS
NA
V I LC I
FORPD
ERETSI
GER
REENI
GNE
LANOI
SSE
OF CA LIFOR
NIA
ST
ATE
© A
LL R
IGH
TS
RE
SE
RV
ED
KU
PIE
C A
RC
HIT
EC
TS
P.C
. 2016
401 Chapala Street, Suite 105Santa Barbara, CA 93101
phone: 805.969.6740
www.kupiecarchitects.com
PUBLIC WORKS DEPARTMENT ENGINEERING
DIVISION
DE
SIG
N
DR
AW
N
CH
EC
KE
D
CIT
Y E
NG
INE
ER
DA
TE
OR
IGIN
AL S
IGN
ED
DA
TE
DWG. NO.
BID NO. SHT. DES.
PBW. NO.
12
/5/2
017
1:4
7:4
2 P
M
S1.16
Issue
Da
te
6100 H
olli
ste
r A
venue
Santa
Barb
ara
, C
A 9
3117
Santa
Barb
ara
Airport
Pro
ject S
tatu
s
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"1FOUNDATION PLAN - INDUSTRIAL 6C-7C-9C
INDUSTRIAL
6C-7C-9C
PASEO
PER ARCH
THIS PLAN INDICATES STRUCTURAL FOUNDATION REQUIREMENTS FOR:• INDUSTRIAL 6C (SHOWN) & 9C• INDUSTRIAL 7C (OPPOSITE HAND)
COORDINATE WITH ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION:• INDUSTRIAL 6C - A1.16• INDUSTRIAL 7C - A1.18• INDUSTRIAL 9C - A1.21
REFER TO CIVIL SHEET F-1 FOR FINISH FLOOR ELEVATIONS REQUIRED TO MEET FEMA REQUIREMENTS.
1
1
#D
AT
EA
PP
RO
VE
D
1P
LA
N C
HE
CK
RE
VIS
ION
S5
/22
/17
4A
DD
EN
DU
M #
11
2/5
/17