PERIBERE RESIDENCE SEPT 1, 2011
Bay 2
ASSOCIATES, INC.
DOUGLAS WOOD
STRUCTURAL ENGINEERS 2100 PONCE DE LEO N BO ULEVARD Suite 1020 CORAL GABLES FLORI DA 33134 PH. 305 461-3450 FAX 305 461-3650 EB 6353 inbox@douglaswood.biz www.douglaswood.biz
3326 MARY STREET, SUITE 301 COCONUT GROVE, FLORIDA 33133 PH. 305-373-4900 FX. 305-373-4991 FIRM LICENCE # AA26001123 WWW.MAXTRANGARCHITECTURE.COM PROJECT LOCATION:
1378 South Venetian Way Miami, FL 33139 Folio# 01-3232-001-0270
PROJECT CLIENT(S) / OWNERS:
1
2
3
10' - 5"
8' - 6 1/2"
1' - 2"
4' - 3"
15' - 10 1/2"
4
1
2
S3.02
S3.02
41' - 3"
6' - 0"
11' - 6"
12' - 3 1/2"
11' - 11 1/4"
Jerome & Isabelle Peribere
3
5
S3.02
6 EQ
36' - 10"
3' - 6"
EQ
24' - 5"
12' - 11 1/2"
3' - 6"
5' - 9 3/4"
3' - 6"
4' - 6"
EQ
EQ
9' - 6" "P"
17' - 10 1/2"
13
"P" 7' - 9"
"P" GB-2
S4.03
"P"
"P"
GB-2
ARCHITECT:
S4.04
EQ
GB-1
W-2 (TYP.)
W-2 (TYP.)
HSS4x4x3/8
GB-1
LIGHTING & AV SYSTEM: Genesis Building Automation
TC1
1
GB-1
GB-1
W-2
"P"
"P"
C7 GB-1
TC1 GB-1
11' - 6 3/4"
"P" TC1
"P"
TC1
3' - 6"
12' - 11 1/2"
"P" 3' - 6"
"P" C11
C12 5' - 3"
"P"
TC2
3' - 6"
TC2
7' - 1 3/4"
6' - 0" 2PC GB-1
TC2 1 GB-1
C10
7' - 8 1/2"
2' - 3"
"P"
7' - 4 1/4"
1
1
GB-1
TC2
"P"
C
"P"
1' - 2"
C14
11' - 5"
10' - 5 1/4"
10' - 5"
7' - 5 1/4"
9' - 3"
W-2
TC1 2PC
W-2
9' - 8 1/4"
EQ GB-1
GB-1
W-2 GB-1
GB-1
GB-1
C21 2PC-S
4PC
2PC 8' - 6 1/2"
"P"
EQ
3 S1.02 8" C.M.U. SITE WALL W/ #5 @ 24" O.C. VERT.
GB-1 "P"
"P"
8' - 10"
"P" 8' - 10"
"P" 8' - 10"
8' - 10"
36' - 10"
D TC1
C9
W-2 2PC
1' - 0"
2' - 3"
41' - 3"
"P"
C10
PROPERTY LINE (COORD. W/ SURVEY DWGS.)
2PC-S 16' - 3"
6' - 9"
5"
2
3
PILE LAYOUT PLAN SCALE 3/16" = 1'-0"
2 1
EQ
EQ
EQ
EQ
No.
Site Wall Client Revisions
DATE
DESCRIPTION
SHEET ISSUE / REVISION LOG
24' - 5"
4
04.27.12 03.06.12
GB-2
"P"
1
"P"
EQ
GB-1
GB-1
17' - 0"
GB-1 W-2
C17
W-2
"P"
W-2
C15
DOUGLAS WOOD, P.E., SECB FL. P.E. # 32092
W-2
3 3/4"
2' - 7"
C16
GB-1
"P"
4
11' - 5 3/4"
8' - 1 1/2"
HSS4x4x3/8
S3.02
W-2 "P"
2PC 6' - 0"
GB-2
W-2
2PC 10' - 3 1/2"
W-2
"P"
W-1
9' - 1 1/2"
9' - 11 3/4"
GB-1
GB-1
1 7' - 2 1/2"
W-2
1
"P"
W-1 7' - 10 1/2"
W-2
"P"
10' - 8 3/4"
25' - 10 1/4"
4PC-S
7' - 7 1/2"
EQ
W-2
"P"
PROFESSIONAL SEAL(S):
B
"P"
W-1
2PC W-2
PERIBERE RESIDENCE
EQ
GB-1
4' - 2 1/4"
"P"
C13
TC1
8' - 10"
"P" TC1
PROJECT NAME:
2 W/ #5 8" C.M.U. SITE WALL @ 24" O.C. VERT.
GB-2
GB-1
"P" TC1
TC3
EQ
GB-1
GB-1
W-2
9' - 11 3/4"
7' - 7 1/2"
12' - 4 3/4"
15' - 7 1/2"
3 S3.01
W-2
MEP ENGINEERING:
GB-1
GB-1 GB-1
W-2 (TYP.)
3' - 6"
GB-1
2PC
W-1
"P" W-2
Douglas Wood Associates, Inc.
E3 Building Systems
"P"
"P"
STRUCTURAL ENGINEERING:
PROPERTY LINE (COORD. W/ SURVEY DWGS.)
7 S4.04 GB-1
"P"
2PC W-2 (TYP.)
HSS4x4x3/8
RFP Process Pending
TC1
"P" "P"
D
GB-1
GENERAL CONTRACTOR:
2
HSS4x4x3/8
"P"
"P"
"P"
GB-1
10' - 8 3/4"
"P"
"P"
9' - 11 3/4"
TC3 "P"
"P"
"P"
7' - 7 1/4"
GB-1
C
"P"
A
GB-1
C20 3PC
"P"
8' - 0" 1
"P" S4.04
W-2 (TYP.)
HSS4x4x3/8
"P"
TC1
S3.01
GB-1
GB-1
16' - 3 3/4"
GB-1
EQ
2
8' - 4 1/4"
7' - 7 1/2"
W-2
GB-1
GB-1
C19 6PC
"P"
7' - 5 1/4"
GB-1
C18 "P"
C7
GB-1
8' - 2 1/2"
GB-1
1
B
"P"
W-2
"P"
"P"
W-2 (TYP.)
C6GB-1
22' - 1"
GB-1
9
W-2
8' - 0"
TC1
GB-1
W-2
9' - 9 1/2"
GB-1
TC1
"P"
GB-1
10' - 9"
TC1
GB-1
2PC
2PC
W-2
8' - 3 1/4"
TC1
GB-1
HSS4x4x3/8
1
W-2
1
TC1
6
GB-1
S3.01
"P"
"P"
"P"
8' - 0"
TC1
MAX WILSON STRANG, RA / AIA LICENSE # AR0017183
8" C.M.U. SITE WALL W/ #5 @ 24" O.C. VERT. C8
"P"
GB-1
"P"
TC1
GB-1
HSS4x4x3/8
TC1
GB-1
"P" 2PC
1
"P"
C3
GB-1
5' - 2"
"P"
C4
GB-1
GB-1
A
C2
GB-1
10' - 8 1/4"
W-2
C1
W-2 (TYP.)
16' - 8 1/2"
W-2 (TYP.)
1
GB-2
W-2 (TYP.)
5
9' - 6"
"P"
"P"
"P"
"P"
6
N
CONFIDENTIALITY NOTICE: The drawing and information contained within is property of Max Strang Architecture, Inc. and is intended only for the parties indentified above or of governmental position(s). This plan may not be reproduced without written permission from the Project Manager assigned to this project. c 2011- MAX STRANG ARCHITECTURE, Inc.
Poject #: 11054
Drawn By: R.M.
Date: 01.09.12
Scale: As indicated
Sheet Title:
PILE LAYOUT PLAN FOR COLUMN AND PILE CAP DETAILS SEE SHEET S1.04, AND FOR PILES CAP LAYUOT PLAN SEE S2.00 COORDINATE ALL DIMENSIONS ON THESE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS PRIOR PROCEEDING WITH THE WORK. VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.
Sheet No:
S2.00
2
3
3
4
1
2
S3.02
S3.02
S3.02 6-1/2" 6' - 9CONC. 3/4" STAIR
8"
41' - 3"
POOL - UNDER SEPARATE PERMIT
36' - 10"
MW-3
2#4 x 4'-0" (T) (ADDITIONAL)
WINDOW (SEE ARCH. DWGS.)(TYP.) 1
C1
C2
MW-1
A
C4
MW-1
C3
TC1
MW-1
TC1
TC1
MW-1
TC1
TC1
TC1
TC1
MW-1
TC1
FLOOD VENTS (SEE ARCH. DWGS.) C7
MW-1
MW-1
PROJECT CLIENT(S) / OWNERS:
UP.
6#5x22'-0" @ 3" O.C. (T) AND (B)
TC1
C12
TC1
MW-1
C11
#4 x 4'-0" @ 12" O.C.(T) TC2
1
#4 @ 12" O.C.(T) 2"
C10
WINDOW (SEE ARCH. DWGS.)
W-1
22' - 1" FLOOD VENTS (SEE ARCH. DWGS.)
#4 x 4'-0" @ 12" O.C.(T)
PROVIDE L-1 AND S-1
DOOR (SEE ARCH. DWGS.)
DOOR (SEE ARCH. DWGS.)
TC2
1
GB-1 TC2
MW-4
#4 x 4'-0" @ 8" O.C. (T)ADD. SLAB
C
7' - 1" HSS 4x4x3/8
S3.01
S3.02
6-1/2" CONC. SLAB W/ #5 @ 12" O.C. BOTT. BOTH WAYS
3
#4 @ 12" O.C. (T)
S1.02
W-2 (BELOW)
#4 x 4'-0" @ 12" O.C.(T)
C16
2
HSS 4x4x3/8
#4 x 4'-0" @ 12" O.C.(T)
EQ.
8 #4 x 8'-0"(T)
8 #4 x 8'-0"(T)
4 "P"
#4 @ 12" O.C. (T)
.
7" CONC. SLAB W/ #5 @ 8" O.C. BOTT. BOTH WAYS
3
GB-1
UP.
#4 x 4'-0" @ 12" O.C.(T)
SLAB DEPRESSION (SEE 4/S1.02 FOR REINF. AND ARCH. DWGS. FOR LOCATIONS)(TYP.)
3" 4' - 0"
C15
3"
MW-1
C14
TC1
C21
MW-4
C10
3"
D TC1
C9
8" x 12" CONC. BEAM W/ 2 #5 TOP AND BOTT. , #3 @ 12" O.C. STIRRUPS - TYP. SITE WALL
1
3#4 x 17'-0" (T) (ADDITIONAL) EXTEND W-2 (BELOW) TO EL. -0'-2"
10' - 5"
DOUGLAS WOOD, P.E., SECB FL. P.E. # 32092
3"
C17
2#4 x 4'-0" (T) (ADDITIONAL)
PERIBERE RESIDENCE PROFESSIONAL SEAL(S):
T.O. SLAB -0'-2"
#4 x 4'-0" @ 12" O.C.(T)
.
8 #4 (T)
PROJECT NAME:
17' - 0"
T.O. SLAB -0'-2"
"P" #4 x 4'-0" @ 12" O.C.(T)
B
6#5 x 22'-0" @ 3" O.C. (T) AND (B)
2"
1/2" ISOLATION JOINT
Genesis Building Automation
MW-4
MW-4
8 #4 x 8'-0"(T)
1
"P"
LIGHTING & AV SYSTEM:
1
1 "P"
E3 Building Systems
TC1 MW-1 #4 x 6'-0" (TYP. ALL CORNERS)
MW-1
TC2
MEP ENGINEERING:
8" x 12" CONC. BEAM W/ 2 #5 TOP AND BOTT. , #3 @ 12" O.C. STIRRUPS - TYP. SITE WALL
MW-1
S4.04
4' - 0"
SPLICE
3' - 0"
S4.04
6#5 x 22'-0" @ 3" O.C. (T) AND (B)
SLOPE DOWN (SEE ARCH. DWGS.)
8" CONC. SLAB W/ #5 @ 8" O.C. (BOTTOM BOTH WAYS)
9' - 2 3/4"
6' - 11" MW-1
MW-1
8 #4 (T)
12
C13
TC1
TC3
C7
TC1
STRUCTURAL ENGINEERING:
TC1
3'-10"
SLOPE
RFP Process Pending
Douglas Wood Associates, Inc.
#4 x 4'-0" @ 12" O.C.(T)
1/2" (TYP.)
GENERAL CONTRACTOR:
#4 x 4'-0" @ 12" O.C.(T)
2#5 x 4'-0" CORNER BARS (TYP.)
"P"
#4 x 14'-0"@ 12" O.C.(T) 8 #4 x 8'-0"(T)
C
TC1
DOOR (SEE ARCH. DWGS.)
#4 x 8'-8" @ 12" O.C.(T)
3"
GB-1
MW-1
.
6' - 5 3/4"
S3.01
(TYP.)
SLOPE
MAX WILSON STRANG, RA / AIA LICENSE # AR0017183
T.O. SLAB -4'-0"
8' - 10"
GB-1
"P"
8
T.O. SLAB -0'-2"
TC1 ARCHITECT:
3" 3"
3"
1/2" (TYP.)
TC1
#4 @ 12" O.C.(T)
S4.04
2
#4 x 4'-0" @ 12" O.C.(T)
#4 x 4'-0" @ 12" O.C.(T)
7
GB-1
4' - 8"
-5'-0"
2
A
MW-1
#4 x 4'-0" @ 12" O.C.(T) 3'-10"
.
C20
2#4 x 4'-0"(T)(TYP.)
8 #4 x 8'-0"(T)
8 #4 (T)
8 #4 x 8'-0"(T)
B
C19
7' - 4"
3"
3" C18
S4.04
#4 x 26'-0" @ 12" O.C.(T) 6' - 11"
S4.04
DN
#4 x 6'-0" @ 12" O.C.(T)
"P"3" #4 x 6'-0" @ 12" O.C.(T)
4"
11' - 6"
GB-1
GB-1
4#5 x 8'-0"(T)
9 GB-1
Jerome & Isabelle Peribere
C8
MW-1
#4 x 8'-8" @ 12" O.C.(T) 3' - 11"
8' - 11"
6' - 10 3/4"
2"
HSS 4x4x3/8
11' - 6"
.
7"
8" CONC. SLAB W/ #5 @ 8" O.C. (BOTTOM BOTH WAYS)
GB-1
GB-1
PRE-FABRICATED STEEL STAIRS T.O. SLAB (SEE "GENERAL -0'-2" STRUCTURAL NOTES" No. 13 AND 15.) #4 x 10'-0" @ 12" O.C.(T)
#4 x 22'-0" @ 12" O.C. (T)
7' - 6 3/4" 9' - 2 3/4"
1
MW-2
8 #4 x 8'-0"(T)
8 #4 x 8'-0"(T)
S3.01
#4 x 4'-0" @ 12" O.C.(T)
#4 x 4'-0" @ 12" O.C.(T)
4' - 0" 1
HSS 4x4x3/8
6
13
PROVIDE L-1 AND S-1
TC3 HSS 4x4x3/8
1378 South Venetian Way Miami, FL 33139 Folio# 01-3232-001-0270
S4.03
FLOOD VENTS (SEE ARCH. DWGS.)
C6
PROJECT LOCATION:
9' - 6"
MW-1
8 #4 (T)
D
6-1/2" CONC. SLAB W/ # 5 @ 12" O.C. BOTT. BOTH WAYS
1
MW-1
8" x 12" CONC. BEAM W/ 2 #5 TOP AND BOTT. , #3 @ 12" O.C. STIRRUPS - TYP. SITE WALL
24' - 5"
6-1/2" CONC. SLAB W/ #5 @ 12" O.C. BOTT. BOTH WAYS
HSS 4x4x3/8
6
PROVIDE L-1 AND S-1
6-1/2" CONC. STAIR LANDING 10' - 5"
5
ASSOCIATES, INC.
DOUGLAS WOOD
1
STRUCTURAL ENGINEERS 2100 PONCE DE LEO N BO ULEVARD Suite 1020 CORAL GABLES FLORI DA 33134 PH. 305 461-3450 FAX 305 461-3650 EB 6353 inbox@douglaswood.biz www.douglaswood.biz
3326 MARY STREET, SUITE 301 COCONUT GROVE, FLORIDA 33133 PH. 305-373-4900 FX. 305-373-4991 FIRM LICENCE # AA26001123 WWW.MAXTRANGARCHITECTURE.COM
41' - 3"
36' - 10"
PRE-FABRICATED STEEL STAIRS (SEE "GENERAL STRUCTURAL NOTES" No. 13 AND 15.)
1
6-1/2" CONC. SLAB W/ #5 @ 12" O.C. BOTT. BOTH WAYS 24' - 5" 9' - 6"
1
2
3
4
5
6
2 1
04.27.12 03.06.12
No.
Site Wall Client Revisions
DATE
DESCRIPTION
SHEET ISSUE / REVISION LOG
FOUNDATION AND FIRST FLOOR FRAMING PLAN
CONFIDENTIALITY NOTICE: The drawing and information contained within is property of Max Strang Architecture, Inc. and is intended only for the parties indentified above or of governmental position(s). This plan may not be reproduced without written permission from the Project Manager assigned to this project.
N SCALE 3/16" = 1'-0"
c 2011- MAX STRANG ARCHITECTURE, Inc.
Poject #: 11054
Drawn By: R.M.
Date: 01.09.12
Scale: As indicated
Sheet Title:
FOUNDATION AND FIRST FLOOR FRAMING PLAN Sheet No: PERPENDICULAR HATCH ON THIS SHEET DENOTES 8" C.M.U. WALL. SEE SCHEDULE ON SHEET S1.02 COORDINATE ALL DIMENSIONS ON THESE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.
S2.01
SLAB TOP BARS WHERE NEEDED (SEE PLAN FOR REINF.)
7"
HSS 4x4x3/8
HORIZ. JT. REINF. @ EVERY OTHER COURSE (TYP.)
T.O. 2nd FLR. SLAB (HIGH) 13' - 0"
3/4" COVER
2B-1 (SEE PLAN AND SCHEDULE FOR REINF.)
3 1/4"
3/4" = 1'-0"
PL 3/4x10x1'-0" W/ (4)1/2"DIAM.x 6" LONG HEADED STUDS @ 8" O.C. BUTT WELDED TO STEEL PL.
HSS 4x4x3/8
1/2" (TYP.)
1 1/2"
ARCHITECT:
MAX WILSON STRANG, RA / AIA LICENSE # AR0017183
3 1/2" 3/4" COVER
SECTION
2B-7 (SEE PLAN AND SCHEDULE FOR REINF.)
7"
MW-1 (SEE PLAN AND SCHEDULE FOR REINF.)
PROJECT CLIENT(S) / OWNERS:
Jerome & Isabelle Peribere
7" T.O. 2nd FLR. SLAB (HIGH) 13' - 0"
1378 South Venetian Way Miami, FL 33139 Folio# 01-3232-001-0270
SLOPE (SEE ARCH. DWGS.)
3/4" COVER
3 1/2"
3 1/4"
SLAB TOP BARS WHERE NEEDED (SEE PLAN FOR REINF.)
PROJECT LOCATION:
.
HSS 4x4x3/8
SLAB BOTT. BARS WHERE NEEDED (SEE PLAN FOR REINF.)
3/4" COVER
TB-1 (SEE PLAN AND SCHEDULE FOR REINF.)
MW-1 (SEE PLAN AND SCHEDULE FOR REINF.)
1/4
3326 MARY STREET, SUITE 301 COCONUT GROVE, FLORIDA 33133 PH. 305-373-4900 FX. 305-373-4991 FIRM LICENCE # AA26001123 WWW.MAXTRANGARCHITECTURE.COM
MW-1 (SEE PLAN AND SCHEDULE FOR REINF.)
2" COVER
T.O. 2nd FLR. SLAB (HIGH) 13' - 0"
.
1 S4.03
STRUCTURAL ENGINEERS 2100 PONCE DE LEO N BO ULEVARD Suite 1020 CORAL GABLES FLORI DA 33134 PH. 305 461-3450 FAX 305 461-3650 EB 6353 inbox@douglaswood.biz www.douglaswood.biz
SLAB BOTT. BARS WHERE NEEDED (SEE PLAN FOR REINF.) RB-11 (SEE PLAN AND SCHEDULE FOR REINF.)
PL 3/4x10x1'-0" W/ (4)1/2"DIAM.x 6" LONG HEADED STUDS @ 8" O.C. BUTT WELDED TO STEEL PL.
ASSOCIATES, INC.
3/4" COVER
3 1/2"
SLAB TOP BARS WHERE NEEDED (SEE PLAN FOR REINF.)
3/4" COVER
3/4" COVER
1/2" (TYP.)
T.O. ROOF SLAB (HIGH) 24' - 10"
D
HORZ. JT. REINF. @ EVERY OTHER COURSE (TYP.) FOR SPLICE LENGHT
SEE SHEET S1.02
3/4" COVER
2#5 x CONT. T.O. BEAM 25' - 6"
.
SLAB BOTT. BARS WHERE NEEDED (SEE PLAN FOR REINF.)
MW-1 (SEE PLAN AND SCHEDULE FOR REINF.)
6 1/2"
SLOPE ROOFING (SEE ARCH. DWGS.)
DOUGLAS WOOD
C22 CONC. COL.
A T.O. ROOF SLAB (HIGH) 24' - 10"
SLAB TOP BARS WHERE NEEDED (SEE PLAN FOR REINF.)
3/4" COVER
D
SLAB TOP BARS WHERE NEEDED (SEE PLAN FOR REINF.)
.
HORIZ. JT. REINF. @ EVERY OTHER COURSE (TYP.)
GENERAL CONTRACTOR: RFP Process Pending
SLAB BOTT. BARS WHERE NEEDED (SEE PLAN FOR REINF.)
SLAB BOTT. BARS WHERE NEEDED (SEE PLAN FOR REINF.)
STRUCTURAL ENGINEERING: Douglas Wood Associates, Inc.
1/4
2 S4.03
2
SECTION 3/4" = 1'-0"
2B-3 (SEE PLAN AND SCHEDULE FOR REINF.)
6 S4.03 (GALV. AFTER FABRICATION)
3 S4.03
2B-3 (SEE PLAN AND SCHEDULE FOR REINF.)
.
1/4 8"
SECTION
HSS 14x4x3/16 (GALV.)
MEP ENGINEERING: E3 Building Systems
3/4" = 1'-0" LIGHTING & AV SYSTEM:
SECTION
Genesis Building Automation
3/4" = 1'-0"
3" WINDOW/DOOR (SEE ARCH. DWGS.)
3" 3"
3"
4 S4.03
CB-2 (SEE PLAN AND SCHEDULE)
A
S4.03 .
1/4
.
.
1/4
10"
3"
3"
PL 3/4x1'-2"x1'-4" W/ (4)1/2"DIAM.x 6" LONG HEADED STUDS @ 8" O.C. BUTT WELDED TO STL. PL.(GALV. AFTER FABRICATION)
1/4 1/4
.
8"
(GALV. AFTER FABRICATION)
T.O. ROOF SLAB (LOW) 22' - 8"
3/4" COVER
HSS 14x4x3/16 (GALV.)
SECTION
10"
6"
5 S4.03
SLAB BOTT. BARS WHERE NEEDED (SEE PLAN FOR REINF.)
B.O. BEAM (SEE ARCH. DWGS.) .
2B-3 (SEE PLAN AND SCHEDULE FOR REINF.)
3/4" = 1'-0" (GALV. AFTER FABRICATION)
B.O. BEAM (SEE ARCH. DWGS.)
1/4 COLUMN C18 (SEE PLAN AND SCHEDULE FOR REINF.)
HORIZ. JT. REINF. @ EVERY OTHER COURSE (TYP.)
COLUMN C16 (SEE PLAN AND SCHEDULE FOR REINF.)
PL 1/2x6" LONG SNUG FIT
8 S4.03
PL 3/4x1'-2"x1'-4" W/ (4)1/2"DIAM.x 6" LONG HEADED STUDS @ 8" O.C. BUTT WELDED TO PL.(GALV. AFTER FABRICATION)
SECTION
SLAB TOP BARS WHERE NEEDED (SEE PLAN FOR REINF.)
HSS 14x4x3/16 (GALV.)
TIES SEE SCHEDULE
SLOPE ROOFING (SEE ARCH. DWGS.)
SECTION 3/4" = 1'-0" PROPERTY LINE (COORD. W/ SURVEY DWGS.)
3/4" COVER
6 S4.03 1 1/2" = 1'-0"
SECTION
8" x 12" CONC. BEAM W/ 2 #5 TOP AND BOTT. , #3 @ 12" O.C. STIRRUPS - TYP. SITE WALL
7 S4.03 1 1/2" = 1'-0" 8"
C
RB-17 (SEE PLAN AND SCHEDULE FOR REINF.)
SLAB BOTT. BARS WHERE NEEDED (SEE PLAN FOR REINF.)
S4.03 HSS 8x8x5/16 (GALV.)
ELEVATION -4' - 4"
S4.03
CONC. COL. (SEE PLAN AND SCHEDULE FOR REINF.)
11
GRADE - SEE ARCH. DWGS.
D
10
PL 1x10x1'-0" W/ (4)1/2"DIAM.x 6" LONG HEADED STUDS @ 8" O.C. BUTT WELDED TO STEEL PL. (GALV. AFTER FABRICATION)
1 1/2"
3"
T.O. GRADE BEAM -5' - 0"
PL 3/4x8"x1'-4" W/ (4)1/2"DIAM.x 4" LONG HEADED STUDS BUTT WELDED TO STEEL PL.(GALV. AFTER FABRICATION)
C.L. BOLTS = C.L. STEEL BEAM HSS 8x4x3/16 (GALV.)
GB-2 (SEE PLAN AND SCHEDULE FOR REINF.)
9 S4.03
10 1/2"
T.O. 2nd FLR. SLAB (HIGH) 13' - 0"
3 1/2"
SECTION 3/4" = 1'-0"
PL 1x10x1'-0" W/ (4)1/2"DIAM.x 6" LONG HEADED STUDS @ 8" O.C. BUTT WELDED TO STL. PL.(GALV. AFTER FABRICATION)
04.27.12
No.
Site Wall
DATE
DESCRIPTION
SHEET ISSUE / REVISION LOG
(GALV. AFTER FABRICATION)
.
CONC. COL. (SEE PLAN AND SCHEDULE FOR REINF.)
1/4 1/4
PL 3/4x8"x1'-4" W/ (4)1/2"DIAM.x 4" LONG HEADED STUDS BUTT WELDED TO STEEL PL.(GALV. AFTER FABRICATION)
(GALV. AFTER FABRICATION)
.
1/4 1/4
SECTION 1" = 1'-0"
3"
.
CONC. COL. (SEE PLAN AND SCHEDULE FOR REINF.)
SECTION 1" = 1'-0"
12 S4.03
SECTION 1" = 1'-0"
14" DIAM. AUGERCAST PILE (TYP.)
(GALV. AFTER FABRICATION) WINDOW /DOOR SEE ARCH. DWGS.)
11 S4.03
c 2011- MAX STRANG ARCHITECTURE, Inc.
Poject #: 11054
Drawn By: R.M.
Date: 01.09.12
Scale: As indicated
7"
1/4 1/4
PL 3/4x8"x1'-4" W/ (4)1/2"DIAM.x 4" LONG HEADED STUDS BUTT WELDED TO STEEL PL.(GALV. AFTER FABRICATION)
10 S4.03
CONFIDENTIALITY NOTICE: The drawing and information contained within is property of Max Strang Architecture, Inc. and is intended only for the parties indentified above or of governmental position(s). This plan may not be reproduced without written permission from the Project Manager assigned to this project.
Sheet Title:
B.O. BEAM (SEE ARCH. DWGS.) HSS 8x4x3/16 (GALV.)
3"
B.O. BEAM (SEE ARCH. DWGS.)
3"
SLAB TOP BARS WHERE NEEDED (SEE PLAN FOR REINF.)
1 1/2"
3/4" COVER
2"
3/4" COVER
8 1/2"
1/4
1 1/2" COVER
.
3"
HSS 8x8x5/16 (GALV.)
7"
7"
3"
PL 1/2x6" LONG SNUG FIT (GALV.)
(GALV. AFTER FABRICATION)
1
2
3/4"
1 1/2" COVER
8" C.M.U. SITE WALL W/ #5 @ 24" O.C. VERT.
3' - 6"
T.O. ROOF SLAB (HIGH) 24' - 10"
3 1/2"
DOUGLAS WOOD, P.E., SECB FL. P.E. # 32092
MW-1 (SEE PLAN AND SCHEDULE)(EXTEND REINF. UP TO CURB)
.
.
PL 3/4x1'-2"x1'-4" W/ (4)1/2"DIAM.x 6" LONG HEADED STUDS @ 8" O.C. BUTT WELDED TO PL.(GALV. AFTER FABRICATION)
2
PROFESSIONAL SEAL(S):
3"
COLUMN C18 (SEE PLAN AND SCHEDULE FOR REINF.)
3"
(GALV. AFTER FABRICATION)
SLOPE ROOFING (SEE ARCH. DWGS.) 3/4" COVER
(GALV. AFTER FABRICATION)
.
PERIBERE RESIDENCE
SLAB TOP BARS WHERE NEEDED (SEE PLAN FOR REINF.)
5
B.O. BEAM (SEE ARCH. DWGS.)
PROJECT NAME:
ROUGH CONST. JT.
13 S4.03
TYP. SECTION AT SITE WALL
SECTIONS AND DETAILS
3/4" = 1'-0" Sheet No:
COORDINATE ALL DIMENSIONS ON THESE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.
S4.03
PERIBERE RESIDENCE SEPT 1, 2011
Bay 1
PERIBERE RESIDENCE SEPT 1, 2011
Bay 3
PERIBERE RESIDENCE SEPT 1, 2011
Courtyard 1
PERIBERE RESIDENCE SEPT 1, 2011
Courtyard 2
PERIBERE RESIDENCE SEPT 1, 2011
Courtyard 3
PERIBERE RESIDENCE SEPT 1, 2011
Street
PERIBERE RESIDENCE SEPT 1, 2011
Great Room
PERIBERE RESIDENCE SEPT 1, 2011
Guest Bedroom
Master Bathroom
Master Bedroom
Master Bedroom
Master Bedroom
Family Room
Kitchen
Studio
Gym
Guest Bedrooms Garage
Pool
PERIBERE RESIDENCE SEPT 1, 2011
Long Section