12-1371-014LUOOp TRUS�I=�
24' c/c. MAXIMUM
NAILS / j 10d NAIL&
° c/C. �4° G/G. —
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)
NOTES:
-1
n
S
U>
A.PROVIDE CROSS BRACING, AS
2 x 4 BLOCKING NAILED
5HOWN1 AT EACH END ROU) OF
EVERY 10'-0" OF SPAN OF TRU55
PERMANENT HORIZONAL 5RACING,
)=BRACING MEMBERS TO BE
AT EACH END OF THE E�UILpING
CONTINUOS 2"x 4" WOOD MEM5ER
u
W/(2) I0& NAILS AT EACH TRUSS. AT
TO TDP CHORD OF
E
77t..
1
o
z
�r
WOOD MEMBER,
z <I
„
TRUSSES IN AREA OF
USS FO
PROJECTION
� ;I
6 @
cca
6 `�
�
C4)3/4" A.B. __
BLOCKED DIAPHRAGM
RIX,
_
SIZE REINFORCEMENT.
�WA�NFi
• •
W/(2)I&d TOE NAILS EACH
ACING
TACK NUT
i
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AND WASHE
END
10d NAILS)
411
G/�.
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-F
I L I N(� OF FCOF
THING 50AFF,),5 74T
f 0000F�000
SCAL E:3/4"=1'-2711
�/a" PLYWOOD
NAILED TO
TRUSS WI/Ira&
NAILS 4" O/C.
2 x 4 CRO55
F3RAGING�
LUD. TRUSSES a—_._
24" O.G.
2 x4 CONT. HORIZ,
LATFRAL BRACINC,
2 "x4" BLOCKING
W/(2)1(od NAILS
EACH END
I I
(4) 16d NAILS EA
CONN, (TYP)
I , SPACES /a2'-O"O.C.=20'-O"(MA
2 x 4 BLOCKING
)
NOTES:
-1
166 N
S
BOTTOM CHORD: PROVIDE: ONE
A.PROVIDE CROSS BRACING, AS
ROW OF HORIZ, GRACING A5 SHOUJN
5HOWN1 AT EACH END ROU) OF
EVERY 10'-0" OF SPAN OF TRU55
PERMANENT HORIZONAL 5RACING,
)=BRACING MEMBERS TO BE
AT EACH END OF THE E�UILpING
CONTINUOS 2"x 4" WOOD MEM5ER
AND AT NOT MORE THAN 20'-0"
W/(2) I0& NAILS AT EACH TRUSS. AT
(FrPJ
E
HORIZONTAL BRACING
MEMPEiR OVER AT LEAST TWO
B: BRACING MEMFERS TO ESE 2xG
TRU5SE5.
WOOD MEMBER,
DETAIL OF 1' AN NT LOT o
—III
T
USS FO
PROJECTION
J, SEE LAN
cca
TIE COL. OR COLUMN
C4)3/4" A.B. __
I -G_
RIX,
_
SIZE REINFORCEMENT.
�WA�NFi
• •
LU
ACING
TACK NUT
i
U
LI
AND WASHE
#4 EACH nl
TO COLT
—oz`1
5EE PLAN AND SCHEDULE FOR SIZE AND REINFORCING
TU5E COLUMN/
FOCT INo [DOA I
SCALE: 3/41, =11 _011
I , SPACES /a2'-O"O.C.=20'-O"(MA
2 x 4 BLOCKING
)
NOTES:
US
I:HORIZONTAL BRACING OF
2:DIAGONAL BRACING:
BOTTOM CHORD: PROVIDE: ONE
A.PROVIDE CROSS BRACING, AS
ROW OF HORIZ, GRACING A5 SHOUJN
5HOWN1 AT EACH END ROU) OF
EVERY 10'-0" OF SPAN OF TRU55
PERMANENT HORIZONAL 5RACING,
)=BRACING MEMBERS TO BE
AT EACH END OF THE E�UILpING
CONTINUOS 2"x 4" WOOD MEM5ER
AND AT NOT MORE THAN 20'-0"
W/(2) I0& NAILS AT EACH TRUSS. AT
SPACING IN DIRECTION OF
SPLICE LOCATIONS, LAP EiRAGING
HORIZONTAL BRACING
MEMPEiR OVER AT LEAST TWO
B: BRACING MEMFERS TO ESE 2xG
TRU5SE5.
WOOD MEMBER,
DETAIL OF 1' AN NT LOT o
INISH
RADE
5 AC,- CNo of TfRU,55
T)I=ICAL oolo
EL. SEE P
WELL COMPAC
11
BLOCK uJALL
CONCRETE SLAG,
SEE PLAN FOR
RE I NFOR(--ING
EL. 5EE PLAN
12" 2 #5 CONTINUOUS
NEED EDC=3E DETAIL
21-011
CONCRETE SLAB, SEE
PLAN FOR THICKNE55
AND REINFORCING
EL, 5EE PLAN
3/4"-P-0
VAPOR 5ARRIER
EL. SEE PLAN
UJALL FOOTING, SEE
PLAN AND SCHEDULE
FOR SIZE AND REINF.
EDC -3E AT [�OCF [DETAIL
PIGGY SACK-
" PLYWCCD SHEATHING
12 x 12 OPENING FOR
VALLEY VENTILATION.
-RT-30 STRAP BY USP
WRAP AROUND PIGGY
BACK LU/ 6-d NAILS TO
EXISTING TRUSS 24"
O.G.
EXISTING PREFAB WOOD—�
TRUSSES 3 24" O.C.
VALLEY TRUS5 DETAIL
SCALE=3/4"=I'-011
2 x 4 CF -1-055 1
51RAC INCx +
W/(4)1G�d NAILS
EACH CONN.
PROVIDE 03 7IE5 o 12" O.C.
fE) AN/TIE E3EAM— OVER OPENINGS UNDER 6'-0"
SEE PLANS AND a #3 TIE5 5'' O.G. OVER 6'-0'1
SCHEDULES
,
r,
" M N -ADP 2 #5 BOTTOM AND
I- AT EACH FACE FOR
EACH 12" TB DROP.
I --- DOOR OR WINDOLU
OPENING
OPENING.
T
T5 of DETAIL 00 FEN INo5
5CALE:
RAKE BEAM
SEE SCHEDULE FOR
SIZE: J REINFORCEMENT.
T.0.6.
TIE BEAM OR BE=AM
5EE SCHE=DULE= FOR
51ZE 4 REINFORCEMENT.
C.M-U, WALL
COL.. OR COLUMN
SCHEDULE FOR
E 4 RE INFORCEMFENT.
o 5Ao CONNECTION D000
5CALE: 3/4" � I'-0"
iCDT tnr1A1Cno/'7M N'I -IO b.E
1 FOOTER TO TIE
WALL, PROVIDF
�)P TIE BEAM OR
�EQD
SHEET)
0 SILL W/ 205'5
KTEND 8"
E1'OND OPENING
NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE
BEAMS AND COLUMNS ARE POURED.
T" "F I oo UJ1N[�) oW Go o f o IDoo I
SCALE:
.SBE PLAN
TYF, WALL 0000loo
ooh woof
5CALE: 3/4"=]'-011
TIE BEAM OR BEAM
CHT. y -
INV
00 5EAM 5TEF [DETAIL.
5CALE:
� est r. t:: Mrn-)= ' MrNT TO 5E
)DTER TO
WALL.
o"'Fl ooh
5CALE: 3/4"=1'=la"
CONCRETE SLAB, SEE
PLAN FOR THICKNE55
AND REINFORCING
I— -
LLI v
1/8 " 5AlJ-GUT JOINT
FILL WITH JOINT
MATERIAL
x x x
---�� i--
o
CONTROL JOINT pETAL (G.J)
CONCRETE 5LA5, 5EE
PLAN FOR THICKNESS
AND REINFORCING
KEYED METAL
SEPARATOR
21I
x x ��
CONSTRUCTION JOINS J-14
(ALTEF;i�`NATE)
SCALE: 3/4"=11-0"
REBAR, FILL CELLS W/-
3000 P5I GROUT
�,000
5EE PLAN
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Sr PLAN
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JOINT REINFORCING v16" O,C,
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1 C Ell + 0 0
HY
FILL THREE CELLS I, FILL TWO CELLS ' 9 y
INTERLOCK 1SLOCK FEND WALL
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REINF. W/ #rte VERT. DATE SEPTEMBER, 2012
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JOB NO:
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- PROVIDE #g GA. LAE --)ER TYPE HORIZ_ REINF. AT 1& O.G. MAX. LAP' WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES ' Lel; smi A
FOR ADDITIONAL INFORMATION, ov
- DETAILS APPLY TO 8" AND 12" THICK CMU WALLS
PAUL ;�YAF' i l ►�1 � ®®aa
0CFR OF N loo rDoo I L Tl'ol CAL R INFFOR.o E) MASONR"r DEO I o FLORIDA
PMMCE JOB # 11019 f4 �
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i I
2 #3 TIES
US
II i
HEAVY HEX AND-
r�
150LATION '
JOINT
m
T
GROUT SEE FLAN
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w T
I
^� CJ
—III
TOP OF FOOTING,
PROJECTION
J, SEE LAN
cca
TIE COL. OR COLUMN
C4)3/4" A.B. __
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STANDARD.
SEE SCHEDULE FOR;'
_
SIZE REINFORCEMENT.
�WA�NFi
• •
LU
TACK NUT
i
U
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AND WASHE
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TO COLT
—oz`1
5EE PLAN AND SCHEDULE FOR SIZE AND REINFORCING
TU5E COLUMN/
FOCT INo [DOA I
SCALE: 3/41, =11 _011
�
cj
LL
LL
7
�
U
4,
REBAR, FILL CELLS W/-
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JOINT REINFORCING v16" O,C,
VERT,
V
1 C Ell + 0 0
HY
FILL THREE CELLS I, FILL TWO CELLS ' 9 y
INTERLOCK 1SLOCK FEND WALL
COURSES (TYP_) 'AL S (,J"d �
WALL INTERSECTION r Y3
t
REINF. W/ #rte VERT. DATE SEPTEMBER, 2012
N 2 CELLS AF -NT SEE PLAN
TO WALL OPENING LOT
II SCALE: As NOTED
l� DRAWN: Y- SOSA
Lo 1
n' ., • r F1DESIGN Ur.PAM
JOB NO:
1,DOOR OR WINDOW OPENINC,�
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OR
NN�T PI (3ZQ5 `6 19918 , 1
- PROVIDE #g GA. LAE --)ER TYPE HORIZ_ REINF. AT 1& O.G. MAX. LAP' WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES ' Lel; smi A
FOR ADDITIONAL INFORMATION, ov
- DETAILS APPLY TO 8" AND 12" THICK CMU WALLS
PAUL ;�YAF' i l ►�1 � ®®aa
0CFR OF N loo rDoo I L Tl'ol CAL R INFFOR.o E) MASONR"r DEO I o FLORIDA
PMMCE JOB # 11019 f4 �
CORNER DETAIL
SEE PL
elo''xlsa"x3/a" I
i I
2 #3 TIES
II i
HEAVY HEX AND-
3/�" PLATE WASHER
150LATION '
JOINT
2" NON -SHRINK TOP OF SLAB
GROUT SEE FLAN
WALL
I
li
—III
TOP OF FOOTING,
PROJECTION
J, SEE LAN
TIE COL. OR COLUMN
C4)3/4" A.B. __
HEAVY HEX ,4 D 0
STANDARD.
SEE SCHEDULE FOR;'
_
SIZE REINFORCEMENT.
�WA�NFi
• •
LU
TACK NUT
i
U
LI
AND WASHE
#4 EACH nl
TO COLT
CORNER
5EE PLAN AND SCHEDULE FOR SIZE AND REINFORCING
TU5E COLUMN/
FOCT INo [DOA I
SCALE: 3/41, =11 _011
REBAR, FILL CELLS W/-
3000 P5I GROUT
�,000
5EE PLAN
TYPICAL WALL
Sr PLAN
EXTI ND JOINT RI= INFORC WCx-1--1
&" INTO COLUMN.
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JOINT REINFORCING v16" O,C,
VERT,
V
1 C Ell + 0 0
HY
FILL THREE CELLS I, FILL TWO CELLS ' 9 y
INTERLOCK 1SLOCK FEND WALL
COURSES (TYP_) 'AL S (,J"d �
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t
REINF. W/ #rte VERT. DATE SEPTEMBER, 2012
N 2 CELLS AF -NT SEE PLAN
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II SCALE: As NOTED
l� DRAWN: Y- SOSA
Lo 1
n' ., • r F1DESIGN Ur.PAM
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STRUCT, R� ENGIA P-1 11I,C� ®a+®
WALL OPENING-� 6262�il R$.' I � ®®i
FILL TWO END CELLS M141, ° 114,
OR
NN�T PI (3ZQ5 `6 19918 , 1
- PROVIDE #g GA. LAE --)ER TYPE HORIZ_ REINF. AT 1& O.G. MAX. LAP' WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES ' Lel; smi A
FOR ADDITIONAL INFORMATION, ov
- DETAILS APPLY TO 8" AND 12" THICK CMU WALLS
PAUL ;�YAF' i l ►�1 � ®®aa
0CFR OF N loo rDoo I L Tl'ol CAL R INFFOR.o E) MASONR"r DEO I o FLORIDA
PMMCE JOB # 11019 f4 �
CORNER DETAIL
SEE PL