13-872-015TOP LEVEL
1 ILJe
SEE SCHEDULE FOR SIZE
AND SPACING. ARRANGEMENT
SHALL COMPLY W/ ACI 318
7.10.5 & COLUMN SECTIONS
INTERMEDIATE LEVEL
OFFSET•
PROVIDE 1:6 MAX. SLC
OFFSET FOR #6 BARS
LARGER. WHERE REQUI
PROVIDE SEPERATE DO
LAPPED W/ VERTICALS
ABOVE AND BELOW
TOP OF FOUNDATION
�
SCALE: 1/2" = T -0"
N
1/2 TIE SPACING MAX, BELOW
SLAB OR 1" BELOW SHALLOWEST
BEAM WHICHEVER IS HIGHER
(TYP. BELOW EACH LEVEL)
VERTICAL BARS:
SEE SCHEDULE FOR SIZE,
NUMBER AND ARRANGEMENT
1/2 TIE SPACING MAX. (TYP,
ABOVE FOUNDATION AND EACH
LEVEL)
TYPICAL CONCRETE COLUMN
SCALE: 1/2" = T -0"
3 TIES • 3" BELOW SLOPE
)F OFFSET
SLAB ON GRADE
504 U.O.N. ON
SCHEDULE
DOWELS
SIZE, NUMBER AND
ARRANGEMENT SHALL
MATCH COLUMN VERTICALS
* WHICHEVER IS GREATER
NOTES:
1. LD = TENSION DEVELOPMENT LENGTH — SEE GENERAL NOTES.
2. SEE SCHEDULE FOR BEAM DIMENSIONS AND REINFORCING.
3. IF STIRRUP SPACING IS LESS THAN 6 ", PLACE FIRST STIRRUP 1/2 SPACING
rn FROM FACE OF SUPPORT. IF BEAM IS MORE THAN 6" WIDER THAN COLUMN ON
Ln EITHER SIDE, PROVIDE STIRRUPS OVER COLUMN.
n
M 4. NOT MORE THAN 50% OF BOTTOM BARS MAY BE TERMINATED 0.125L FROM
FACE OF EACH SUPPORT, PROVIDE MIN, OF 2 BARS FULL LENGTH.
5. LONGITUDINAL BARS MAY ONLY BE PLACED IN MULTIPLE LAYERS IF NOTED IN
SCHEDULE. PROVIDE 1" CLEAR BETWEEN LAYERS,
6. CONTINUOUS TOP BARS MAY BE LAP SPLICED 300 AT MID SPAN OF BEAM.
2 TOP RIGHT OR
LEFT BARS MAY BE
PLACED IN SU-
U.O.N. ADD
#4012" E.F.
IF h >,, 3' -0"
r
U.O.N. ADD
#4 @12" E.F.
IF h > 3' -0"
PIGGY BACK TRUSSES
HURRICANE STRAP BY NUVUE
MANUF. MODEL NVRT16 @ 2' -0"
O.C. W/ (8) 16d NAILS EACH
STRAP CONNECTION
SEE ARCH. PLANS
FOR SLOPE
PRE - FABRICATED
WOOD TRUSSES
PER PLAN
CONCRETE TIE BEAM
(SEE PLAN)
8" CMU WALL
REINFORCED AS
PER PLAN
♦'
r;
5/8" CDX PLYWOOD
SHEATHING PER PLAN
STEEL STRAP
PER SCHEDULE
2x WOOD FASCIA PER
ARCH. DWG'S W/ (2) 16D
NAILS EACH SUPPORT
SEE ARCH. DWGS.
CONCRETE TIE BEAM
(SEE PLAN)
EXISTING ROOF 8" CMU WALL
FRAMING (BEYOND)
7 PIGGY BACK TRUSS DETAIL 3 TRUSS BEARING DETAIL
S -5 NOT TO SCALE S-5 SCALE: 3/4" = 1' -0"
1
CONC. T.B. REINF.
DROP TIE BEAM OVER WINDOWS & DOORS
STIRRUPS #3 @ 8" O.C. MAX.
�- ADD 2 #5 BOTTOM
0
i r �
r
WAJ g� I kill
j =ffl 1
CONCRETE WINDOW LINTEL SCHEDULE
OPENING WIDTH
SIZE
.33L OR .33L
UP TO 6' -0"
8x8
1 #5
6' -1" TO 8' -0"
OR LD*
2 #5
8' -1" TO 10' -0"
EXTEND BARS LD END
25L
INT.
INHERE POSSIBLE
SUPP.
OR LD.*
SUPP
TOP LE17
TOP
TOP RIGH
6/8" PLYWOOD SHEATHING
BARS
BARS
BARS
W/ 10d NAILS 4" O.C.
FCONT,
ALL SUPPORTS
c►
a
- - --
12 x 12 OPENING FOR
VALLEY VENTILATION
6" (TYP.)
7-
3"
(TYP.)
cs
NOTE 3
BOTTOM
BARS
NOTE 4
STIRRUPS
ID
CLEAR SPAN L
IDT
C.S.
SUPP.
SUPP.
TOP LEVEL
1 ILJe
SEE SCHEDULE FOR SIZE
AND SPACING. ARRANGEMENT
SHALL COMPLY W/ ACI 318
7.10.5 & COLUMN SECTIONS
INTERMEDIATE LEVEL
OFFSET•
PROVIDE 1:6 MAX. SLC
OFFSET FOR #6 BARS
LARGER. WHERE REQUI
PROVIDE SEPERATE DO
LAPPED W/ VERTICALS
ABOVE AND BELOW
TOP OF FOUNDATION
�
SCALE: 1/2" = T -0"
N
1/2 TIE SPACING MAX, BELOW
SLAB OR 1" BELOW SHALLOWEST
BEAM WHICHEVER IS HIGHER
(TYP. BELOW EACH LEVEL)
VERTICAL BARS:
SEE SCHEDULE FOR SIZE,
NUMBER AND ARRANGEMENT
1/2 TIE SPACING MAX. (TYP,
ABOVE FOUNDATION AND EACH
LEVEL)
TYPICAL CONCRETE COLUMN
SCALE: 1/2" = T -0"
3 TIES • 3" BELOW SLOPE
)F OFFSET
SLAB ON GRADE
504 U.O.N. ON
SCHEDULE
DOWELS
SIZE, NUMBER AND
ARRANGEMENT SHALL
MATCH COLUMN VERTICALS
* WHICHEVER IS GREATER
NOTES:
1. LD = TENSION DEVELOPMENT LENGTH — SEE GENERAL NOTES.
2. SEE SCHEDULE FOR BEAM DIMENSIONS AND REINFORCING.
3. IF STIRRUP SPACING IS LESS THAN 6 ", PLACE FIRST STIRRUP 1/2 SPACING
rn FROM FACE OF SUPPORT. IF BEAM IS MORE THAN 6" WIDER THAN COLUMN ON
Ln EITHER SIDE, PROVIDE STIRRUPS OVER COLUMN.
n
M 4. NOT MORE THAN 50% OF BOTTOM BARS MAY BE TERMINATED 0.125L FROM
FACE OF EACH SUPPORT, PROVIDE MIN, OF 2 BARS FULL LENGTH.
5. LONGITUDINAL BARS MAY ONLY BE PLACED IN MULTIPLE LAYERS IF NOTED IN
SCHEDULE. PROVIDE 1" CLEAR BETWEEN LAYERS,
6. CONTINUOUS TOP BARS MAY BE LAP SPLICED 300 AT MID SPAN OF BEAM.
2 TOP RIGHT OR
LEFT BARS MAY BE
PLACED IN SU-
U.O.N. ADD
#4012" E.F.
IF h >,, 3' -0"
r
U.O.N. ADD
#4 @12" E.F.
IF h > 3' -0"
PIGGY BACK TRUSSES
HURRICANE STRAP BY NUVUE
MANUF. MODEL NVRT16 @ 2' -0"
O.C. W/ (8) 16d NAILS EACH
STRAP CONNECTION
SEE ARCH. PLANS
FOR SLOPE
PRE - FABRICATED
WOOD TRUSSES
PER PLAN
CONCRETE TIE BEAM
(SEE PLAN)
8" CMU WALL
REINFORCED AS
PER PLAN
♦'
r;
5/8" CDX PLYWOOD
SHEATHING PER PLAN
STEEL STRAP
PER SCHEDULE
2x WOOD FASCIA PER
ARCH. DWG'S W/ (2) 16D
NAILS EACH SUPPORT
SEE ARCH. DWGS.
CONCRETE TIE BEAM
(SEE PLAN)
EXISTING ROOF 8" CMU WALL
FRAMING (BEYOND)
7 PIGGY BACK TRUSS DETAIL 3 TRUSS BEARING DETAIL
S -5 NOT TO SCALE S-5 SCALE: 3/4" = 1' -0"
1
CONC. T.B. REINF.
DROP TIE BEAM OVER WINDOWS & DOORS
STIRRUPS #3 @ 8" O.C. MAX.
�- ADD 2 #5 BOTTOM
0
i r �
r
WAJ g� I kill
j =ffl 1
CONCRETE WINDOW LINTEL SCHEDULE
OPENING WIDTH
SIZE
REBAR
UP TO 6' -0"
8x8
1 #5
6' -1" TO 8' -0"
8x8
2 #5
8' -1" TO 10' -0"
8x8
2 #6
CONCRETE WINDOW SILL SCHEDULE
OPENING WIDTH
SIZE
REBAR
UP TO 6' -0"
8x8
1 #5
6' -1" TO 8' -0"
8x8
2 #5
8' -1" TO 10' -0"
8x8
2 #6
�a
FAIEW -j
• - - • IL Sol el Q 1
Air,
• • `
MM
Mill
4981 -SW 74 CoUd n
Miami, rL 33155
786.615.2943 _.
786.61 3.2945 ►2x
cbravo0J UNgnx.corn
AA26002656
825001472 ...
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT HEREIN ARE THE SOLE
PROPERTY OF URV" INC. AND MAY NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC WRITLEN PERMISSION OF
URV" INC.
Y �r
Q:
SEAL
IN MY PROFESSIONAL JUDCEMENT AND TO THE BEST OF
MY KNOWLEDGE AND BEUEF. THE PLANS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY WITH ALL
APPLICABLE BUILDING CODES.
Consultant:
Addition /Renovation
for
Salcines / Gonzalez
Residence
7800 SW 58 Ct.
South Miami, FL 33143
Owner:
Jacqueline A. Salcines &
Rodolfo R. Gonzalez
7800 SW 58 Ct.
South Miami, FL 33143
(305) 669 -5236
Permit Set
TYPICAL DETAILS
SHEET TITLE
S -5
SHEEP
1362
PROJECT NO.