08-471-020r
EXTERIOR FINISH AS SPECIFIED —
CUT PANELS OUT 0 EVERY
QUAD -DECK BEAM SO THEY REST
ON THE BEARING WALL (CONCRETE
MIX FLOWS THROUGH)
STEEL REINFORCEMENTS EXTENDS
FROM WALL INTO SLAB 0 T–BEAM
VERTICAL REINFORCEMENT AT
REQUIRED SPACING
REINFORCED CONCRETE CORE
QUAD -LOCK TIE
PARGING FINISH AS SPECIFIED --
V.
INTERIOR FINISH
AS SPECIFIED
HORIZONTAL REINFORCEMENT
PLACED ALTERNATELY AT
REQUIRED SPACING
12" O.0 X4'-0" W/ 90' 1
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4" (100mm)
a4"
(210mm)
34"
(96mm)
* 6"
(150mm)
104"
(260mm)
54
(146mm)
8"
(200mm)
124"
(311 mm)
74"
(197mm)
10"
(250mm)
144"
(362mm)
94"
(248mm)
12"
(300mm)
164"
(413mm)
114"
(299mm)
EXTERIOR FINISH AS SPECIFIED —
CUT PANELS OUT 0 EVERY
QUAD -DECK BEAM SO THEY REST
ON THE BEARING WALL (CONCRETE
MIX FLOWS THROUGH)
STEEL REINFORCEMENTS EXTENDS
FROM WALL INTO SLAB 0 T–BEAM
VERTICAL REINFORCEMENT AT
REQUIRED SPACING
REINFORCED CONCRETE CORE
QUAD -LOCK TIE
PARGING FINISH AS SPECIFIED --
V.
INTERIOR FINISH
AS SPECIFIED
HORIZONTAL REINFORCEMENT
PLACED ALTERNATELY AT
REQUIRED SPACING
12" O.0 X4'-0" W/ 90' 1
W L
C
INTERIOR FINISH AS
SPECIFIED
VERTICAL REINFORCEMENT
HOOK AT END (TYP.)
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4"
(100mm)
84"
(21Omm)
34" (96mm)
* 6"
(150mm)
104"
(260mm)
54" (146mm)
8"
(200mm)
124"
(311 mm)
741' (197mm)
10"
(250mm)
14.4"
(362mm)
94° (248mm)
12"
(300mm)
164"
(413mm)
114" (299mm)
W L
C
INTERIOR FINISH AS
SPECIFIED
VERTICAL REINFORCEMENT
HOOK AT END (TYP.)
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4"
(100mm)
AT REQUIRED SPACING
(210mm)
REINFORCED CONCRETE CORE
* 6"
(150mm)
104"
(260mm)
54" (146mm)
QUAD -LOCK PANELS
WWM AS SPECIFIED
(311 mm)
74" (197mm)
10"
(250mm)
144"
(362mm)
94" (248mm)
12"
(300mm)
164"
(413mm)
114" (299mm)
12"
(300mm)
HORIZONTAL REINFORCEMENT
(413mm)
114"
SUB
24 GAUGE FLASHING
TB
SEE PLAN
ND DAMS
3 PI
S HOOKED
PLACED ALTERNATELY AT
#4@ 16" O.0 VERT.
EGREES
3"
EXTERIOR FINISH AS SPECIFIED
DIA.
R QUIRED SPACING
SEE ROOF
LQUAD–LOCK
PLAN
#4Q 16" O.0 VERT.
REQUIRED SPACING
QUAD–LOCK TIE
TEMP. SHORING BEAMS
BEAM DEPTH
a 6" O.C. MAX.
- -
- - - - -
QUAD–LOCK PANELS
—4'-5'O.C.MAX. FOR
LONG.
TEMP. SHORING UNDER
EXTERIOR FINISH AS SPECIFIED
BEAMS TO BE SPECIFIED
7"
QUAD -LOCK TIE
CEILING
FOUNDATION DOWELS AT
16"
20"
INSULATIONAc_
2#5
–
SEE PLANS
E
REQUIRED SPACING
1
3
12"
3'-0"
3'-0"
I
4#5
3 PINS –SEE PLANS
JI
AS SPECIFIED
METAL J–TRACK SECURED
ARGING AS SPECIFIED
REINFORCED CONCRETE CORE
TO FOOTING
U)
F– 4
16"
4'-0"
I1'
5#5
5#5
CONCRETE JOIST
b
CONCRETE SLAB. SEE
REINFORCEMENT
5'-0"
5'-0"
6#5
6#5
,
I
,r,,,,r SPECS AT FOUND. PLAN.
TEMP, SHORING BEAMS
8" MIN.
F
0 6" O.C. MAX.
E
SLS
4' – 5' O.C. MAX. FOR
DAMPPROOFING AND DRAINAGE
8"
8"
CONT.
'1
–
TEMP. SHORING UNDER
BEAMS TO BE SPECIFIED
BY ENGINEER
BOARD AS SPECIFIED
FREE DRAINING BACKFILL
957 COMPACTED GRANULAR
EXTERNAL BEARING WALL JOIST PREPENDICULAR
Scale: 3/4"=1'-0"
EXTERIOR FINISH AS SPECIFIED —
CUT PANELS OUT 0 EVERY
QUAD–DECK BEAM SO THEY REST
ON THE BEARING WALL (CONCRETE
MIX FLOWS THROUGH)
STEEL REINFORCEMENTS EXTENDS
FROM WALL INTO SLAB 0 T–BEAM
VERTICAL REINFORCEMENT AT
REQUIRED SPACING
REINFORCED CONCRETE CORE --
QUAD–LOCK TIE
PARGING FINISH AS SPECIFIED —
D-ESTRNAL BEARING WALL JOIST PREPENDIBULAR
— INTERIOR FINISH
AS SPECIFIED
HORIZONTAL REINFORCEMENT
PLACED ALTERNATELY AT
REQUIRED SPACING
#4012" O.0 X4'–O" W/ 90" 1
STD. HOOK AT END (TYP.)
AS SPECIFIED FILL AS SPECIFIED
DRAINAGE PIPE W
VAPOR BARRIER SEE FTG. SCHEDULE
2 THICKENED EDGE SLAB ON GRADE
Scale: 314"=1'-0"
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4"
(100mm)
84"
(210mm)
34" (96mm)
* 6"
(150mm)
104"
(260mm)
54" (146mm)
8" (200mm)
124"
(311 mm)
74" (197mm)
10"
(250mm)
144"
(362mm)
94" (248mm)
12"
(300mm)
164"
(413mm)
114" (299mm)
EXTERIOR FINISH AS SPECIFIED —
CUT PANELS OUT 0 EVERY
QUAD–DECK BEAM SO THEY REST
ON THE BEARING WALL (CONCRETE
MIX FLOWS THROUGH)
STEEL REINFORCEMENTS EXTENDS
FROM WALL INTO SLAB 0 T–BEAM
VERTICAL REINFORCEMENT AT
REQUIRED SPACING
REINFORCED CONCRETE CORE --
QUAD–LOCK TIE
PARGING FINISH AS SPECIFIED —
D-ESTRNAL BEARING WALL JOIST PREPENDIBULAR
— INTERIOR FINISH
AS SPECIFIED
HORIZONTAL REINFORCEMENT
PLACED ALTERNATELY AT
REQUIRED SPACING
#4012" O.0 X4'–O" W/ 90" 1
STD. HOOK AT END (TYP.)
AS SPECIFIED FILL AS SPECIFIED
DRAINAGE PIPE W
VAPOR BARRIER SEE FTG. SCHEDULE
2 THICKENED EDGE SLAB ON GRADE
Scale: 314"=1'-0"
WWM AS SPECIFIED
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4"
(100mm)
84"
(210mm)
34"
(96mm)
* 6"
(150mm)
104"
(260mm)
54"
(146mm)
8"
(200mm)
124"
(311 mm)
74"
(197mm)
10"
(250mm)
144"
(362mm)
94"
(248mm)
12"
(300mm)
164"
(413mm)
114"
(299mm)
WWM AS SPECIFIED
NOMINAL CONC.
WIDTH -- TIE SIZE
CONCRETE BEAM
WALL CAVITY
C
REINFORCEMENT
84" (210mm)
34" (96mm)
* 6" (150mm)
SLAB
54" (146mm)
8" (200mm)
124" (311 mm)
74" (197mm)
10" (250mm)
144" (362mm)
94" (248mm)
12" (300mm)
164" (413mm)
114" (299mm)
(250mm)
144"
(362mm)
BEAM DEPTH
ROD AND CAULKING
'
(300mm)
164"
O
114"
7"
8"x12"
2#5
" ®
–
INSULATION
1/
24 GAUGE FLASHING
TB
SEE PLAN
ND DAMS
3 PI
S HOOKED
1
#4@ 16" O.0 VERT.
EGREES
V RTICAL REINFORCEMENT AT
12 BAR
DIA.
R QUIRED SPACING
SEE ROOF
LQUAD–LOCK
PLAN
#4Q 16" O.0 VERT.
PANEL
QUAD–LOCK TIE
TEMP. SHORING BEAMS
- - - - -
a 6" O.C. MAX.
- -
- - - - -
QUAD–LOCK PANELS
—4'-5'O.C.MAX. FOR
LONG.
TEMP. SHORING UNDER
EXTERIOR FINISH AS SPECIFIED
BEAMS TO BE SPECIFIED
BY ENGINEER
EXTERNAL BEARING WALL JOIST PARALLEL
Scale: 3/4"=1'-0"
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH -- TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4" (100mm)
84" (210mm)
34" (96mm)
* 6" (150mm)
104" (260mm)
54" (146mm)
8" (200mm)
124" (311 mm)
74" (197mm)
10" (250mm)
144" (362mm)
94" (248mm)
VERTIC
REQUIF
REINFC
INSIDE
HORIZC..... _.... .. _..._... . –.
ALTERNATELY AT REQUIRED SPACING
7 T -WALL -PLAN VIEW
Scale: 3/4"=1'-0"
D-EXTRNAL TEARING WALL JOIST PARALLEL
WINDOW DETAIL
Scale: 3/4"=1'-0"
R-22 WALL CONFIGURATION
NOMINAL CONIC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4" (100mm)
84" (21Omm)
34 (96mm)
* 6" (150mm)
104" (260mm)
54" (146mm)
8" (200mm)
124" (311 mm)
74" (197mm)
10" (250mm)
144" (362mm)
94" (248mm)
12" (300mm)
164" (413mm)
114" (299mm)
PROVIDE DOWELS
TO MATCH HORIZ
DRILLED TO COM
WITH EPDXY GRC
CORNER DOWELS HORIZONTAL REIN
AS REQUIRED ALTERNATELY AT
QUAD–LOCK PAN
OUTSIDE CORNER BRACKET
PLACEMENT AS SHOWN QUAD–LOCK TIE
REINFORCED CON
QUAD–LOCK TIE
VERTICAL REINFG
REQUIRED SPACI�
QUAD–LOCK PANELS
W
C
O -THICKENED EDGE SLAB ON OWE
HORIZONTAL REINFORCEMENT
PLACED ALTERNATELY AT
REQUIRED SPACING
REINFORCED CONCRETE CORE
INTERIOR FINISH AS SPECIFIED
LINTEL REINFORCMENT
1– #5 U.O.N.
AS SPECIFIED. SEE SPEC, AT
FOUND. PIAN _
1/4" 0 TAPCONS, 1-1/2"
MIN. EMBD. INTO CONC. 04"
FROM CORNERS do SPACED
R-2 WALL CONFIGURATION
NOMINAL CONC. WALL WIDTH WALL CAVITY
WIDTH – TIE SIZE W C
4" (100mm)
84"
(210mm)
34"
(96mm)
* 6"
(150mm)
104"
(260mm)
54"
(146mm)
8"
(200mm)
124"
(311 mm)
74"
(197mm)
10"
(250mm)
144"
(362mm)
94"
(248mm)
12"
(300mm)
164"
(413mm)
114"
(299mm)
ROOFING
AS SPECIFIED
RAFTER
AS SPECIFIED
HURRICANE STRAP
AS SPECIFIED
ROOF SHEATING
MARK
ELEV.
SIZE
WxD
HOP.
REINFORCING
(100mm)
TRANSVERSE REINF.
REMARKS
B
T
INT
RB -1
SEE PLAN
5-3/4"x45"
2#5
2#5
#4016"
#4@ 1611 O.0 VERT,
10"
RB -2
SEE PLAN
5-3/4"x70"
2#5
2#5
#4@16"
#4@ 16" O.0 VERT.
11411
RB -3
SEE PLAN
8"x12"
2#5
2#5
–
#3® 5" O.0
CEILING JOIST
TB
SEE PLAN
5-3/4"x12""
2#5
2#5
#4®16"
#4@ 16" O.0 VERT.
SEE TB
NTFESFC-T
TB -1
SEE PLAN
5-3/4"x16"
2#5
2#5
#4@16"
#4Q 16" O.0 VERT.
_j
SEE TB
�
- - - - -
-
- -
- - - - -
- - - - - - - - -
L
ROOF SHEATING
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4
(100mm)
84 (21Omm)
34
(96mm)
* 6"
(150mm)
104" (260mm)
541'
(146mm)
8" (200mm)
As SPECIFIED
74"
(197mm)
10"
(250mm)
144" (362mm)
94"
(248mm)
12"
(300mm)
164" (413mm)
11411
FOUNDATION SCHEDULE
12"
(300mm)
164"
(413mm)
114"
(299mm)
CEILING JOIST
J
MARK
SIZE
VJ
BOTT. REINFORCEMENT
REMARKS
SOFFIT AND FASCIA
pry
�
CSJ
AS SPECIFIED
0❑u
D
W
L
LONG.
SHORT
AS SPECIFIED
CEILING
MF -20
16"
20"
CONT.
2#5
–
SEE PLANS
INSULATIONF–
3
12"
3'-0"
3'-0"
4#5
4#5
AS SPECIFIED
REINFORCED CONCRETE CORE
F– 4
16"
4'-0"
4'-0"
5#5
5#5
F– 5
24"
5'-0"
5'-0"
6#5
6#5
EXTERIOR FINISH AS SPECIFIED
HORIZONTAL REINFORCEMENT
TSE
8"
8"
CONT.
1#5
–
THICKEND SLAB EDGE
PLACED ALTERNATELY ATMF-24
16"
24"
CONT.
3 5
4078"
SEE TOP STEEL IN SLAB
QUAD–LOCK TIE
REQUIRED SPACING
VERTICAL REINFORCEMENT
AT REQUIRED SPACING
VWUU Wf• vWVyV uVV
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CG17RAN
MIAMI
TELEPHONE (305) 285-67231 FAX (305) 285-6722
535 SW 8 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
ALFREDO ARTEAGA JR. &
ASSOCIATES, CORP.
850 WEST 68th STREET
HIALEAH, FLORIDA 33014
TEL. 305-828-7876
STRUCTURAL ENGINEER
FLA. REG. NO. 33070
APPROVALS/REVISIONS DATE
INTERIOR FINISH As CONCRETE COLUMN SCHEDULE
SPECIFIED
w
ROOF RAFTERS HURRICANE/SEISMIC STRAP CONNECTION
Scale: 3/4"=1'-0"
AT 12" O.0 AT REMAINING 40 DIA LAP
LENGHT OF JAMBS, SILL AND
HEADER (TYP.) 90' BEND BAR
GLAZING OUTSIDE CORNER BRACKET
CL I
1 /4" 0 TAPCONS, 1-1 /2" o
MIN. EMBD. INTO CONC. 04" 1 --
FROM CORNERS do SPACED QUAD–LOCK TIE
T_ AT 12" O.0 AT REMAINING
LENGHT OF JAMBS, SILL AND QUAD–LOCK PANELS o
HEADER (TYP.)
REINFORCED CONCRETE CORE IT
INTERIOR FINISH AS SPECIFIED
W
r6N TYPICAL 900 CORNER - PLAN VIEW
D -WINDOW DETAIL S4.0 11
Scale: 3/4"--0"
,.It.
�8 EXIST. CONIC. WALL CONNECTION - PLAN VIEW
O -T -WALL - PIAN VIEW c4.0 Scale: 3/4"=1'-0"
D-E%IST CONIC WALL CONNECTION
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4
(100mm)
84 (21Omm)
34
(96mm)
* 6"
(150mm)
104" (260mm)
541'
(146mm)
8" (200mm)
124" (311 mm)
74"
(197mm)
10"
(250mm)
144" (362mm)
94"
(248mm)
12"
(300mm)
164" (413mm)
11411
(299mm)
AT 12" O.0 AT REMAINING 40 DIA LAP
LENGHT OF JAMBS, SILL AND
HEADER (TYP.) 90' BEND BAR
GLAZING OUTSIDE CORNER BRACKET
CL I
1 /4" 0 TAPCONS, 1-1 /2" o
MIN. EMBD. INTO CONC. 04" 1 --
FROM CORNERS do SPACED QUAD–LOCK TIE
T_ AT 12" O.0 AT REMAINING
LENGHT OF JAMBS, SILL AND QUAD–LOCK PANELS o
HEADER (TYP.)
REINFORCED CONCRETE CORE IT
INTERIOR FINISH AS SPECIFIED
W
r6N TYPICAL 900 CORNER - PLAN VIEW
D -WINDOW DETAIL S4.0 11
Scale: 3/4"--0"
,.It.
�8 EXIST. CONIC. WALL CONNECTION - PLAN VIEW
O -T -WALL - PIAN VIEW c4.0 Scale: 3/4"=1'-0"
D-E%IST CONIC WALL CONNECTION
HORIZONTAL REINFORCEME
ALTERNATELY AT REQUIREC
INTERIOR PARTITION WALL
1/2" 0 A307 ANCHOR BG
24" O.C. (TYP.)
REINFORCED CONCRETE CC
#4 VERTICAL REINFORCEME.,.
O.0 MAX. (PYP.) C
0-RI/F RAFTERS STRAP CONNECTION
MARK SIZE REINFORCING TIES REMARKS
A 8"x12" 4#5 #3 @ 8" TYPE I
Q 5-3/4"x12" 4#5 SEE COL. LAYOUT TYPE II
O 8"x15-3/4" 4#5 #3 @ 8" TYPE I
4#5 VERT. #3 TIES 4#5 VERT. #4 0 16" O.0
Eno
-----� 24" 12"4
�
S E SE CHEDULE11
TYPE I TYPE II
COLUMN LAYOUT
TABLE OF RESULTS BRACKET "A"
BOLT ANGLE NO. OF GRAVITY UPLIFT
PATTERN SIZE BOLTS LBS. LBS.
1 L 4 X 4 X 1 X 0'-8" 2– 3/4" BOTT. CHORD 2717 # 1280#
TABLE OF RESULTS 2 MEMBER GIRDER
• ANGLE BOLTS IN BOLTS IN DESIGN CAPACITY GOVERNED BY
SIZE CONCRETE WOOD UPLIFT LBS.
L 4 X 4 X 2 2 3942 # CONCRETE
INSIDE CORNER BRACKET STEEL COLUMN SCHEDULE
HORIZONTAL REINFORCEMENT PLACED MARK STEEL TUBE BASE PLATE ANCHOR BOLTS CAP PLATE ANCHORING
ALTERNATELY AT REQUIRED SPACING COLUMN
1 3 1 /2" x 3 1 /2" 12" x 3/4" (4) 3/4" DIA. 8" x 3" / 4"' (4)1/2" DIA STUDS
VERTICAL REINFORCEMENT AT O xi/40,
1 /4" x 12" J BOLTS 8" EMBEDED 12" 4" LONG
REQUIRED SPACING
O 3 1/2" x 3 1/2" 12" x 3/4" (5) 3/4" DIA. 8" x 12" x 12" (5) 1/2" DIA STUD:
x 1 /4" x 12" J BOLTS 8" EMBEDED x 8" 6" LONG
2„ 2„
P. TYP.
.•
cC14q • • so • •
12"
12
-- 11
---
1 -TYPICAL H CORNER CAP PLATE COL. ( - CAP PLATE COL. O
CONCRETE TOP AND BOTTOM REINFORCEMENTS
IN BEAM HOOKED AT SUPPORT
2 #4 UNDER
CONNECTION DETAIL - PLAN VIEW
1 #5 T k B'^" IAITl
QUAD–LOCK PANEL BEAM AND WI
QUAD–LOCK TIE
QUAD–LOCK I
HOR. REINF.
CONCRETE BEAM AS SHOWN ON
ROOF FRAMING PLAN WIDEN TO
10-1/4"
W CONNECTION DETAIL - ELEVATION VIEW
INTERIOR PARTITION WALL CONNECTION DIRECT TO CONCRETE -PLAN VIEW 1 o CONCRETE BEAM /QUAD -LOCK
Scale: 3/4"-1'-0" D -INTERIOR PARTMON WALL CONNECTION S4.0 Scale: 1"=1'-0"
0
BEAM AS SCHEDULED
SUPPORT
NTO BEAM
O -CONCRETE BEAM - QUAD -LOCK
QBLDG. DEPT. COMMENTS 05/20/2008
W
R-22 WALL CONFIGURATION
NOMINAL CONC.
WIDTH – TIE SIZE
WALL WIDTH
W
WALL CAVITY
C
4"
(100mm)
84"
(21Omm)
3411
(96mm)
6"
(150mm)
104"
(260mm)
54"
(146mm)
8"
(200mm)
124"
(311 mm)
74"
(197mm)
10"
(250mm)
144"
(362mm)
94"
(248mm)
12"
(300mm)
164"
(413mm)
114"
(299mm)
HORIZONTAL REINFORCEME
ALTERNATELY AT REQUIREC
INTERIOR PARTITION WALL
1/2" 0 A307 ANCHOR BG
24" O.C. (TYP.)
REINFORCED CONCRETE CC
#4 VERTICAL REINFORCEME.,.
O.0 MAX. (PYP.) C
0-RI/F RAFTERS STRAP CONNECTION
MARK SIZE REINFORCING TIES REMARKS
A 8"x12" 4#5 #3 @ 8" TYPE I
Q 5-3/4"x12" 4#5 SEE COL. LAYOUT TYPE II
O 8"x15-3/4" 4#5 #3 @ 8" TYPE I
4#5 VERT. #3 TIES 4#5 VERT. #4 0 16" O.0
Eno
-----� 24" 12"4
�
S E SE CHEDULE11
TYPE I TYPE II
COLUMN LAYOUT
TABLE OF RESULTS BRACKET "A"
BOLT ANGLE NO. OF GRAVITY UPLIFT
PATTERN SIZE BOLTS LBS. LBS.
1 L 4 X 4 X 1 X 0'-8" 2– 3/4" BOTT. CHORD 2717 # 1280#
TABLE OF RESULTS 2 MEMBER GIRDER
• ANGLE BOLTS IN BOLTS IN DESIGN CAPACITY GOVERNED BY
SIZE CONCRETE WOOD UPLIFT LBS.
L 4 X 4 X 2 2 3942 # CONCRETE
INSIDE CORNER BRACKET STEEL COLUMN SCHEDULE
HORIZONTAL REINFORCEMENT PLACED MARK STEEL TUBE BASE PLATE ANCHOR BOLTS CAP PLATE ANCHORING
ALTERNATELY AT REQUIRED SPACING COLUMN
1 3 1 /2" x 3 1 /2" 12" x 3/4" (4) 3/4" DIA. 8" x 3" / 4"' (4)1/2" DIA STUDS
VERTICAL REINFORCEMENT AT O xi/40,
1 /4" x 12" J BOLTS 8" EMBEDED 12" 4" LONG
REQUIRED SPACING
O 3 1/2" x 3 1/2" 12" x 3/4" (5) 3/4" DIA. 8" x 12" x 12" (5) 1/2" DIA STUD:
x 1 /4" x 12" J BOLTS 8" EMBEDED x 8" 6" LONG
2„ 2„
P. TYP.
.•
cC14q • • so • •
12"
12
-- 11
---
1 -TYPICAL H CORNER CAP PLATE COL. ( - CAP PLATE COL. O
CONCRETE TOP AND BOTTOM REINFORCEMENTS
IN BEAM HOOKED AT SUPPORT
2 #4 UNDER
CONNECTION DETAIL - PLAN VIEW
1 #5 T k B'^" IAITl
QUAD–LOCK PANEL BEAM AND WI
QUAD–LOCK TIE
QUAD–LOCK I
HOR. REINF.
CONCRETE BEAM AS SHOWN ON
ROOF FRAMING PLAN WIDEN TO
10-1/4"
W CONNECTION DETAIL - ELEVATION VIEW
INTERIOR PARTITION WALL CONNECTION DIRECT TO CONCRETE -PLAN VIEW 1 o CONCRETE BEAM /QUAD -LOCK
Scale: 3/4"-1'-0" D -INTERIOR PARTMON WALL CONNECTION S4.0 Scale: 1"=1'-0"
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BEAM AS SCHEDULED
SUPPORT
NTO BEAM
O -CONCRETE BEAM - QUAD -LOCK
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Richard K. Jones, AIA AR 0015755
SHEET TITLE:
STRUCTURAL
SCHEDULES AND DETAILS
Job No. Drawing No.
2007 — JONES RESIDENCE
Drawn 8y:
Date Platted: S4.0
04/15/2008
Scala:
(VARIES —SEE DRAWING)