12-224-015WOOD TRU55E5
24" c/c. MAXIMUM
2 x4 BLOCKING NAILED
TO To
CHORE) OF
TRU55E5 IN AREA OF
BLOCKED DIAPHRAGM
W/(2)Iod TOE NAILS EACH
END
I� I A Gr A1'l FOfR NA I L= INS OF: fR00F
Sk4EAfi�4INe AT F3LOC{<INe
D 1 4fHAN
SCAL1=:3/4" = I' -O"
a/a" PLYWOOD
NAILED TO
TRI -155 W/IOd
NAILS '-) 4" O/C.
2''x4'' BLOCKING
W/(2)1&d NAILS
EACH END (TYf-)
(4) I%d NAILS a EA
CONN. (TYP)
PIGGY BACK
PLYWOOD 5HEATHINC
12 x 12 OPENING FOR
VALLEY VENTILATION.
-RT-30 STRAP BY USP
WRAP AROUND PIGGY
BACK W/ o -d NAILS TO
EXISTING TRUSS e 24"
O.C.
EXI5TING PREFAB WOOD
TRUSSES '3 24" O.C.
VALLEY TRUSS DETAIL
SGALE:3/4"=I'-011
2 x 4 CROSS 2 x 4 CR055
BRACING BRACING i
WD. TRUSSE5 a ( N411. 15 UJ/(4)IG d NAILS
�, ( PJ a E EACH CONN. 1
24" O.C. T USS FO
2 x 4 CONT. HOIRIZ. RIZ.
LATERAL BRACING AGING
1,� 5PACES-2'-0"O.C.=20'-0"(MA�)
2 x 4 BLOCKING
NOTES.
IOd NAILS
�4"
I:HORIZONTAL BRACINC; OF
IOd NAILS
BOTTOM CHORD: PROVIDE ONE
A:PROVIDE CROSS BRACING, A5
�D6
kj
�0
�u
BRACING MEM5EER5 TO BE
AT EACH END OF THE BUILDING;
<1
AND AT NOT MORE THAN 20'-0"
KCS
SPACING; IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING;
HORIZONTAL BR,4CINC;
p
15:5RACING MEMBERS TO BE 2x&
TRI -155E5.
WOOD MEMBER.
E)TAIL OF f;qt
-0@..
-0q1
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co
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4
IOd NAILS
a 4" c/c.
2 x4 BLOCKING NAILED
TO To
CHORE) OF
TRU55E5 IN AREA OF
BLOCKED DIAPHRAGM
W/(2)Iod TOE NAILS EACH
END
I� I A Gr A1'l FOfR NA I L= INS OF: fR00F
Sk4EAfi�4INe AT F3LOC{<INe
D 1 4fHAN
SCAL1=:3/4" = I' -O"
a/a" PLYWOOD
NAILED TO
TRI -155 W/IOd
NAILS '-) 4" O/C.
2''x4'' BLOCKING
W/(2)1&d NAILS
EACH END (TYf-)
(4) I%d NAILS a EA
CONN. (TYP)
PIGGY BACK
PLYWOOD 5HEATHINC
12 x 12 OPENING FOR
VALLEY VENTILATION.
-RT-30 STRAP BY USP
WRAP AROUND PIGGY
BACK W/ o -d NAILS TO
EXISTING TRUSS e 24"
O.C.
EXI5TING PREFAB WOOD
TRUSSES '3 24" O.C.
VALLEY TRUSS DETAIL
SGALE:3/4"=I'-011
2 x 4 CROSS 2 x 4 CR055
BRACING BRACING i
WD. TRUSSE5 a ( N411. 15 UJ/(4)IG d NAILS
�, ( PJ a E EACH CONN. 1
24" O.C. T USS FO
2 x 4 CONT. HOIRIZ. RIZ.
LATERAL BRACING AGING
1,� 5PACES-2'-0"O.C.=20'-0"(MA�)
2 x 4 BLOCKING
NOTES.
I:HORIZONTAL BRACINC; OF
2:DIAC;ONAL BRACING:
BOTTOM CHORD: PROVIDE ONE
A:PROVIDE CROSS BRACING, A5
ROW OF HORIZ. BRACING AS SHOWN
SHOWN, AT EACH END ROW OF
EVERY 10'-0" OF SPAN OF TRU55
PERMANENT HORIZONAL BRACING,
BRACING MEM5EER5 TO BE
AT EACH END OF THE BUILDING;
CONTINUOS 2"x 4" WOOD MEMBER
AND AT NOT MORE THAN 20'-0"
WI(2) lrod NAILS AT EACH TRU55. AT
SPACING; IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING;
HORIZONTAL BR,4CINC;
MEMBER OVER AT LEAST TWO
15:5RACING MEMBERS TO BE 2x&
TRI -155E5.
WOOD MEMBER.
E)TAIL OF f;qt
FINISH
—7 GRADE
_ I
cv x
CONCRETE SLAB,
SEE PLAN FOR
REINFORCING
EL, SEE PLAN
12" 2 #5 CONTINUOUS
T"rF10AL THIOND EDGE DETAIL
SCALE: 3/4"=1'-0"
2' — /7111
G u CONCRETE 5LAB, SEE
PLAN FOR THICKNESS
JOINT J-2 AND REINFORCING
I#5
EL. 5EE PLAN EL. SEE PLAN
--+— +
VAPOR BARRIER
WELL COMPACTED FILL I ° J11
EL, SEE PLAN
8" BLOCK WALL WALL FOOTING, SEE
PLAN AND SCHEDULE
FOR SIZE AND REINF,
3" CLEAR TYP.
T�4 I O NF) EDG;E AT DCOR DETAIL
SCALE: 3/4"=l'-011
BEAN/TIE BEAM PizOVIDE #3 TIES e 12" O.C.
OVER OPENINGS UNDER &'-0"
SEE PLANS AND 4 113 TIES 511 O.G, OVER 6' -tall.
SCHEDULESZ:
d
a 4
oI q
� a
�d
d O d q d a y
—L
M�N APP 2 #5 BOTTOM AND
AT EACH FACE FOR
EACH 12" TB DROP,
IOPENINCz DOOR OR WINDOW
OPENING,
I
T5 EDSOF [DETAIL -,AT OFEN INGS
SCALE: 3/4"=l'-011
RAKE BEAM
5EE SCHEDULE FOR
SIZE 4 REINFORCEMENT,
TIE BEAM OR BEAM
5EE SCHEDULE FOR
SIZE 4 REINFORCEMENT.
C_M.U. WALL
COL, OR COLUMN
SCHEDULE FOR
E 4 REINFORCEMENT,
1RA<D 5A1l CONNECTION [DETAIL
SCALE: 3/4"=1'-0"
cot ocl�icn�i �MENT TO BE
1 FOOTER TO TIE
WALL. PROVIDE
�)P TIE BEAM OR
eEQ'D
i SHEET)
0 SILL W/ 205'5
<TEND 5"
=YOND OF47NNr-�
NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE
BEAMS AND COLUMNS ARE POURED.
T" 'FICAL UJ1N[DOW OFEN f O �DTAI L
SGALE: 3/4"=1'-0`
5EE PLAN
T0F_ LJALL FOOTING
OORN F� DETAIL
TIE BEAM OR BEAM
ENT.
TIS SEAM 0TF [DETAIL
SCALE: 3/411=11-011
/4"=1'-011
" 1rr,t-,l-rair.�T TO BE
)OTER TO
WALL.
0" C.M.U. UJALL
CONCRETE SLAB, SEE
PLAN FOR THICKNESS
AND REINPORGING
z
Q
1
IL x
1i1 � N
TIE COL. OR COLUMN
5EE SCHEDULE FOR
SIZE 4 REINFORCEMENT.
1/5 " 5AW-CUT JOINT
FILL WITH JOINT
MATERIAL
—X—X
CONTROL JOINS DETAIL (C.J.)
CONCRETE SLAB, SEE
PLAN FOR THICKNESS KEYED METAL
AND REINFORCING SEPARATOR
Xx —X ----X
2
OON5T F IUCT I ON JOINT 14
(ALT`NATE
SCALE: 3/4"=I' -O"
e10"xIO''Aa
HEAVY HEX ANp-
3/a" PLATE U145HER
ISOLATION
JOINT—�
ro" PROJECTION
ACK NUT
SND UJA5HE
2 #3 TIES
2 NDN -SHRINK TOP OF 5LAB
T
5EE PLAN
C-sROU�
IF, TOP OF FOOTING;
il5EE HLAN
TUE3E COLUMN / FOOTING [DETAIL
SCALE: 3/4"-1'-0"
REBAR, FILL GELL5 LJ/—
EXTEND JOINT REINFORCING
3000 P51 GROUT &" INTO COLUMN.
Cid ❑yC� D Q' 4 g• 0
172" C�(2 COVE12
13 GA. GALVANIZED HORI
SEE PLAN JOINT REINFORCING e16" O.C.
VERT.
T� FICAL FALL TI Collll IN DETAIL
5EE PLAN
q a
El
d
BUILOINI('a DEPT.
d
z FILL THREE CELLS FILL TWO CELLS
BLOCK d OF SOl!jp�UJ/A)_l
tit 0' COURSES (TYP.) aV '>")VIEO �3'/.
INTERLOCK _,.
C0FNER DETAIL WALL INTE1;�5ECTION -
CD
.�
z
uo
M�
N
4
�
a ,
co
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1—
T
4n
�
4
0 SILL W/ 205'5
<TEND 5"
=YOND OF47NNr-�
NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE
BEAMS AND COLUMNS ARE POURED.
T" 'FICAL UJ1N[DOW OFEN f O �DTAI L
SGALE: 3/4"=1'-0`
5EE PLAN
T0F_ LJALL FOOTING
OORN F� DETAIL
TIE BEAM OR BEAM
ENT.
TIS SEAM 0TF [DETAIL
SCALE: 3/411=11-011
/4"=1'-011
" 1rr,t-,l-rair.�T TO BE
)OTER TO
WALL.
0" C.M.U. UJALL
CONCRETE SLAB, SEE
PLAN FOR THICKNESS
AND REINPORGING
z
Q
1
IL x
1i1 � N
TIE COL. OR COLUMN
5EE SCHEDULE FOR
SIZE 4 REINFORCEMENT.
1/5 " 5AW-CUT JOINT
FILL WITH JOINT
MATERIAL
—X—X
CONTROL JOINS DETAIL (C.J.)
CONCRETE SLAB, SEE
PLAN FOR THICKNESS KEYED METAL
AND REINFORCING SEPARATOR
Xx —X ----X
2
OON5T F IUCT I ON JOINT 14
(ALT`NATE
SCALE: 3/4"=I' -O"
e10"xIO''Aa
HEAVY HEX ANp-
3/a" PLATE U145HER
ISOLATION
JOINT—�
ro" PROJECTION
ACK NUT
SND UJA5HE
2 #3 TIES
2 NDN -SHRINK TOP OF 5LAB
T
5EE PLAN
C-sROU�
IF, TOP OF FOOTING;
il5EE HLAN
TUE3E COLUMN / FOOTING [DETAIL
SCALE: 3/4"-1'-0"
REBAR, FILL GELL5 LJ/—
EXTEND JOINT REINFORCING
3000 P51 GROUT &" INTO COLUMN.
Cid ❑yC� D Q' 4 g• 0
172" C�(2 COVE12
13 GA. GALVANIZED HORI
SEE PLAN JOINT REINFORCING e16" O.C.
VERT.
T� FICAL FALL TI Collll IN DETAIL
5EE PLAN
q a
El
d
BUILOINI('a DEPT.
d
z FILL THREE CELLS FILL TWO CELLS
BLOCK d OF SOl!jp�UJ/A)_l
tit 0' COURSES (TYP.) aV '>")VIEO �3'/.
INTERLOCK _,.
C0FNER DETAIL WALL INTE1;�5ECTION -
SEAL
REVISIONS
L-
2.-
3,-
4�-
5.-
6.-
REINF, UJ/ #5 VERT.
2 CELLS ADJACENT t- --- 5EE'PLAN DACE FEBRUARY, 2012
TO WALL Of ENING SCALE: AS NOTED
11 DRAWN Y. SOSA
no ❑ II DESIGN SI' PAM
DOOR OR 1111NDOW OPENING
q1 5EE ARCH.
WALL OENING
FILL TWO END GELL5
FOUNDATION WALL OR
CONCRETE BEAM NOT
-•--DOWELS 1 -ER PLANS - PROVIDE #9 GA. LADER TYPE HORIZ, REINF. AT )roll O.G. MAX. LAP WALL
INTERSECTION WITH "T" AN[:-,) "L" CORNIER SECTIONS, SEE STRUCTURAL NOTH5
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY TO 0" AND 12" THICK CMU WALLS
T �r f= L E CCE OF N I NS [DETAIL T"'rFICAL IRE INFFORC D MASONRY D TA f O
SCALE: 3/4'' 1P-0"
JOB N09
PmmCONSULTING
,ENGINEERS
STRUCTUFA, ENGINE RING
7168 SW 4 ST;.S�11TEc6!4", MIAMI„FL `<
33155v',Q'
PH:(05) 9tae�
FX: L305) 67 - 3
° ,a 5-1 A
-a. 1” E O F ®4t,7 ;
PAULA. I /kZT�I
FLORIDA REG. Y 42650M A���
PMMCE JOB # 11019
CD
.�
z
uo
M�
N
L
w
�
co
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1—
T
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w
Q
SEAL
REVISIONS
L-
2.-
3,-
4�-
5.-
6.-
REINF, UJ/ #5 VERT.
2 CELLS ADJACENT t- --- 5EE'PLAN DACE FEBRUARY, 2012
TO WALL Of ENING SCALE: AS NOTED
11 DRAWN Y. SOSA
no ❑ II DESIGN SI' PAM
DOOR OR 1111NDOW OPENING
q1 5EE ARCH.
WALL OENING
FILL TWO END GELL5
FOUNDATION WALL OR
CONCRETE BEAM NOT
-•--DOWELS 1 -ER PLANS - PROVIDE #9 GA. LADER TYPE HORIZ, REINF. AT )roll O.G. MAX. LAP WALL
INTERSECTION WITH "T" AN[:-,) "L" CORNIER SECTIONS, SEE STRUCTURAL NOTH5
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY TO 0" AND 12" THICK CMU WALLS
T �r f= L E CCE OF N I NS [DETAIL T"'rFICAL IRE INFFORC D MASONRY D TA f O
SCALE: 3/4'' 1P-0"
JOB N09
PmmCONSULTING
,ENGINEERS
STRUCTUFA, ENGINE RING
7168 SW 4 ST;.S�11TEc6!4", MIAMI„FL `<
33155v',Q'
PH:(05) 9tae�
FX: L305) 67 - 3
° ,a 5-1 A
-a. 1” E O F ®4t,7 ;
PAULA. I /kZT�I
FLORIDA REG. Y 42650M A���
PMMCE JOB # 11019