13-1056-0151 1/2'
N_
1/4' (TYPa
T OF
/'CONG 5EA 1
1 1/2'
• _
,,,
SCHEDULE
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YN
DESCRIPTION
I
ANGLE 3 XI /4' W/ EXTENDED LEG
(FY=3(o
5
5/8' D A, WILTI KWIK BOLT I I (CARBON STEEL)
2 REQ'D X 4' EMBED,
N_
1/4' (TYPa
T OF
/'CONG 5EA 1
1 1/2'
• _
,,,
SCHEDULE
MARK
DESCRIPTION
MARK
DESCRIPTION
I
ANGLE 3 XI /4' W/ EXTENDED LEG
(FY=3(o
5
5/8' D A, WILTI KWIK BOLT I I (CARBON STEEL)
2 REQ'D X 4' EMBED,
2
STEEL PLATE 9- 3/4'X4'XI/4' (FY =36K1)
6
PREFABRICATED TWO OR TWR,EE PLY TRUSS
3
CONCRETE MASONRY BLOCK
-I
MIN. 5/s,Er. GRADE PLYWOOD, SEE PLAN
FOR NAIL REQUIREMENTS
4
ONE (1) 5/8' DIA. TWRU BOLT FOR
TWO PLY TRLISS.
S
MIN. 8'X12' CONC. TIE BEAM (M=3000 PSI MIN,
GIRDER TRUSS ANCHORAGE DETAIL
1._1'0.
SHEATHING NVHTAI6
SEE NOTE BY 'NU -VUE'
3/S -3
TA20 BY LISP
(SEE PLAN FOR LOCATION
AS REQUIRED
" MIN_
WOOD TRUSSES
a 24' O.C_
STD. HOOK
)NC, BEAM
CMU WALL
TRUSS VIE DCUJN r
1,,.! - �2
SHOWN OVER S' CMU BEARING WALL,
SAME IN CASE OF CONCRETE BEAMS.
REFER TO ROOF FRAMING PLAN
D +L =2195*
N.U,= 2050 * Q
CONN_ 1/8-2
DETAIL Q
EL. + 9' -2"
TOP OF
GONG_ BEAM
LOCATE A TRUSS
CENTERED ON SEAM
W/ NVHTAI6 a 4' O.C.
D +L =1650* .
N.U.= 1380
NVHTAI&
+ TA20
EXISTING CONC.
BEAM TO REMAIN
4 RE -USED
LOCATE A TRUSS
CENTERED ON SEAM
W/ NVHTAI6 a 4' O.C.
DESIGN CRITERIA:
- CODE REF.: FLORIDA BUILDING CODE 2010
- ASCE i -2010
- 115 MPH WIND VELOCITY
- Kd FACTOR - 085
- COEFFICIENT OF INTERNAL PRESSURE OF 0,18
- EXPOSURE 'C'
- BUILDING CATEGORY 11
- ROOF STRUCTURE DESIGNED BASED ON
COMPONENTS t CLADDING
- ALL ROOF REACTIONS FOR UPLIFT ARE BASED
ON ZONE I PRESSURE
m
21-0"
NVNTAIh
Imm =I W_
_..._ r — —
I
,n I
�I I
I
EL. + V-2" EL. + 13' -0•
TOP OF CONK, 1 /5-2 TOP OF BEAM
GONG. BEAM DET.
I
TB \ R5-1
(ONE -PLY)
I I CONN. 1/5-2
DET. A
D +L =2195 *
N.I. = 2050
EL, + 13' -0'
I TOP OF BEAM
ID
x4 DIAG. BRAC
I I IW/ (3) 16d NAILS
i SEA, END (TYP,
PREFAB -
WOODA
a 24' O .C.
cm T5
I L A�' �,=_ -r- &_� 7 1
t t
`V CONN, 1 /5-2 I
L ,4
`+ T �\— GIRDER TRUSS = 1
I (ONE -PLY) a I II
I PLACE A SS I
►I CENTERED bk4 5E AM CD
WIN TAIro ' Off, I
R5-12 RB- RB- — J t
.. t - -- - - - - -- - - - - -- rzzlA -- 4
� - I
R5-3 RB -3 1 RB -3
b-
ING I I
I I I I It EL. + 13' -0' I
TOP OF
I PREFA I I I CONC. BEAM
d tu
WOOD T SSES I It I
624'0 , J 1
II I I I I I --� -► I I I � �-
I I i I[D ml II o'
:1vi ' 4 O
DBROPPED it kzl�: _ 10 ( +1 -0') TB (13' \ -- - - - - -- _ ---- - - - - -- -- — T8
2' -0" I
m�
II
II
II
II
I
CONN, 1 /5-2 GIRDS I TRUSS
DET_ A
� (ONE -P Y)
T__F
DROPPED TB
NVHTAI
+ TA20
II
II
I D +L =2E
N.U.= IB
_ _ = CONN,
DETAIL
II
'Sjo I I [11
SEE SCHEDULE
FOR REINF. �' TB — — — — — C-4 RB -11 — d TB
\+ELo. + 9' -2' NVHTAI6 OF BEAM
500F FRAMING FLAN
6 SCALE: 41= 1' -0"
I'-0' I' —Oe
5E AM R5-1 (TYPE A)
RB 1
N i
JACKS O 24' Off,
3
ROOF FLAN NOTES-: s -3
1) SUPER IMPOSED LOADS
D.L. = 25 PSF
L.L. - 30 PSF
NET UPLIFT ZONE (1) = '40 PSF
ZONES Q 4 Q - 60 PSF
2) FOR CONNECTION OF PREFAB. WOOD TRUSSES
TO CONC. BEAMS PROVIDE 'NVHTA6' GALV_ TRUSS
ANCI -0R BY NU -VUE W! (16) 10d NAILS TO EACH STRAP
t (6) 10d NAILS IN SEAT APPROVAL 008- 0325 -02
FOR TRUSSES W/ SPAN EXCEEDING 22 FEET PROVIDE
ADD'L EMBEDDED STRAP TA20 BY USP W/ 13 -10d
NAILS TO TRUSS NOA 01- 030600
3) FOR SI;EATH NG OVER PREFAB WOOD TRUSSES PROVIDE
MIN. 5/8' =< PLYWOOD 514EATHW6 W/ 10d NAILS a 4' O.C.
ALONG EDGES E ALL SUPPORTING TRUSSES
4) FOR ALL EXTERIOR SOFFITS INCLUDING OVERHANGS
GREATER THAN 24' PROVIDE MIN. 5 /S' PLYWOOD SHEATHING
W/ 10d NAILS a 6' ALONG EDGES t a ALL SUPPORTING
TRUSSES BOTTOM CORDS.
sm
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II
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II
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II
II
_II
•,o
I I�
II
II
II
II
II
114-
II
I Im
II
II
II
M, ME
EL, + 9' -2'
TOP OF
CONC, BEAM
5) FOR ALL PIGGY BACKS PROVIDE RT22T
GALV. STRAP BY USP a EACH TRUSS W!
14 -Ibd NAILS N,OA, 01 - 0306.10
6) PROVIDE 2X6 BOTT. CHORD LATERAL CONT.
BRACING a TRUSS PANEL POINTS OR 10' -0'
O.C. W/ 2 -Ibd NAILS a EAC.W TRUSS. (—K-7-
)
i) PROVIDE TB ABOVE OPENING W! *3 STIRRUPS a 4' O c. SEE
DETAIL SHEET S-
8) ALL PREFABRICATED ROOF TRUSSES W/ MIN. 2x6 MIN,
TOP t BOTT. CHORDS.
w 'BD' DENOTES BLOCKED DIAPHRAGM W/ 2x4 WOOD
BLOCKING BETWEEN TRUSSES, TOP CHORD a
PLYWOOD PANEL JOINTS (4' -0' O.C-) W/ 3 -16d NAILS EA. END
10) PROVIDE 2X4 BLOCKING AT ALL ROOF PEAKS TYPICAL. SEE
DETAIL 4/S -3.
11) L 'A' DENOTES 2 -2X10 PT_ WOOD LEDGER CONT. W/ 1/6' 4 x 6'
PENET. KWIK BOLTS BY HILTI a 12' O.C. INTO SOLID CONC, OR
FULLY GROUTED BLOCK CELL.
IV L 'B' DENOTES 2X6 P.T. WOOD LEDGER CONT, W/ 5/8' k x 4'
PENET. KWIK BOLTS BY HILTI a 1S' O.C, TO RECEIVE 10d NAILS
EL. + V -2'
TOP OF
CONC. BEAM
muro-lo
D +L =1320*
N.0 = 1200
NVHTAI6
+ TA20
2
S -4
=2505*
N.U.= 1820 *
CONN, 1 18-2
DETAIL Q
_,
\—NVHTAlro N
°g
' Ailli
• V �
P.E. 9 P
STATE BF�A
•."l
Bi A, • K GROUP, INC.
010 SW 92 ST, MIAMI,
T: 786.488.1000 F: ,_ , .
CA •.
01���00
19,450VE OPENING:
DESIGN CRITERIA:
- CODE REF.: FLORIDA BUILDING CODE 2010
- ASCE i -2010
- 115 MPH WIND VELOCITY
- Kd FACTOR - 085
- COEFFICIENT OF INTERNAL PRESSURE OF 0,18
- EXPOSURE 'C'
- BUILDING CATEGORY 11
- ROOF STRUCTURE DESIGNED BASED ON
COMPONENTS t CLADDING
- ALL ROOF REACTIONS FOR UPLIFT ARE BASED
ON ZONE I PRESSURE
m
21-0"
NVNTAIh
Imm =I W_
_..._ r — —
I
,n I
�I I
I
EL. + V-2" EL. + 13' -0•
TOP OF CONK, 1 /5-2 TOP OF BEAM
GONG. BEAM DET.
I
TB \ R5-1
(ONE -PLY)
I I CONN. 1/5-2
DET. A
D +L =2195 *
N.I. = 2050
EL, + 13' -0'
I TOP OF BEAM
ID
x4 DIAG. BRAC
I I IW/ (3) 16d NAILS
i SEA, END (TYP,
PREFAB -
WOODA
a 24' O .C.
cm T5
I L A�' �,=_ -r- &_� 7 1
t t
`V CONN, 1 /5-2 I
L ,4
`+ T �\— GIRDER TRUSS = 1
I (ONE -PLY) a I II
I PLACE A SS I
►I CENTERED bk4 5E AM CD
WIN TAIro ' Off, I
R5-12 RB- RB- — J t
.. t - -- - - - - -- - - - - -- rzzlA -- 4
� - I
R5-3 RB -3 1 RB -3
b-
ING I I
I I I I It EL. + 13' -0' I
TOP OF
I PREFA I I I CONC. BEAM
d tu
WOOD T SSES I It I
624'0 , J 1
II I I I I I --� -► I I I � �-
I I i I[D ml II o'
:1vi ' 4 O
DBROPPED it kzl�: _ 10 ( +1 -0') TB (13' \ -- - - - - -- _ ---- - - - - -- -- — T8
2' -0" I
m�
II
II
II
II
I
CONN, 1 /5-2 GIRDS I TRUSS
DET_ A
� (ONE -P Y)
T__F
DROPPED TB
NVHTAI
+ TA20
II
II
I D +L =2E
N.U.= IB
_ _ = CONN,
DETAIL
II
'Sjo I I [11
SEE SCHEDULE
FOR REINF. �' TB — — — — — C-4 RB -11 — d TB
\+ELo. + 9' -2' NVHTAI6 OF BEAM
500F FRAMING FLAN
6 SCALE: 41= 1' -0"
I'-0' I' —Oe
5E AM R5-1 (TYPE A)
RB 1
N i
JACKS O 24' Off,
3
ROOF FLAN NOTES-: s -3
1) SUPER IMPOSED LOADS
D.L. = 25 PSF
L.L. - 30 PSF
NET UPLIFT ZONE (1) = '40 PSF
ZONES Q 4 Q - 60 PSF
2) FOR CONNECTION OF PREFAB. WOOD TRUSSES
TO CONC. BEAMS PROVIDE 'NVHTA6' GALV_ TRUSS
ANCI -0R BY NU -VUE W! (16) 10d NAILS TO EACH STRAP
t (6) 10d NAILS IN SEAT APPROVAL 008- 0325 -02
FOR TRUSSES W/ SPAN EXCEEDING 22 FEET PROVIDE
ADD'L EMBEDDED STRAP TA20 BY USP W/ 13 -10d
NAILS TO TRUSS NOA 01- 030600
3) FOR SI;EATH NG OVER PREFAB WOOD TRUSSES PROVIDE
MIN. 5/8' =< PLYWOOD 514EATHW6 W/ 10d NAILS a 4' O.C.
ALONG EDGES E ALL SUPPORTING TRUSSES
4) FOR ALL EXTERIOR SOFFITS INCLUDING OVERHANGS
GREATER THAN 24' PROVIDE MIN. 5 /S' PLYWOOD SHEATHING
W/ 10d NAILS a 6' ALONG EDGES t a ALL SUPPORTING
TRUSSES BOTTOM CORDS.
sm
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II
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II
i1
T—j-
I I�
II
II
fI
i1
II
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II
II
II
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I�
II
II
11
II
II
II
�I
II
II
II
II
II
�1-
II
II
_II
•,o
I I�
II
II
II
II
II
114-
II
I Im
II
II
II
M, ME
EL, + 9' -2'
TOP OF
CONC, BEAM
5) FOR ALL PIGGY BACKS PROVIDE RT22T
GALV. STRAP BY USP a EACH TRUSS W!
14 -Ibd NAILS N,OA, 01 - 0306.10
6) PROVIDE 2X6 BOTT. CHORD LATERAL CONT.
BRACING a TRUSS PANEL POINTS OR 10' -0'
O.C. W/ 2 -Ibd NAILS a EAC.W TRUSS. (—K-7-
)
i) PROVIDE TB ABOVE OPENING W! *3 STIRRUPS a 4' O c. SEE
DETAIL SHEET S-
8) ALL PREFABRICATED ROOF TRUSSES W/ MIN. 2x6 MIN,
TOP t BOTT. CHORDS.
w 'BD' DENOTES BLOCKED DIAPHRAGM W/ 2x4 WOOD
BLOCKING BETWEEN TRUSSES, TOP CHORD a
PLYWOOD PANEL JOINTS (4' -0' O.C-) W/ 3 -16d NAILS EA. END
10) PROVIDE 2X4 BLOCKING AT ALL ROOF PEAKS TYPICAL. SEE
DETAIL 4/S -3.
11) L 'A' DENOTES 2 -2X10 PT_ WOOD LEDGER CONT. W/ 1/6' 4 x 6'
PENET. KWIK BOLTS BY HILTI a 12' O.C. INTO SOLID CONC, OR
FULLY GROUTED BLOCK CELL.
IV L 'B' DENOTES 2X6 P.T. WOOD LEDGER CONT, W/ 5/8' k x 4'
PENET. KWIK BOLTS BY HILTI a 1S' O.C, TO RECEIVE 10d NAILS
EL. + V -2'
TOP OF
CONC. BEAM
muro-lo
D +L =1320*
N.0 = 1200
NVHTAI6
+ TA20
2
S -4
=2505*
N.U.= 1820 *
CONN, 1 18-2
DETAIL Q
_,
\—NVHTAlro N
°g
' Ailli
• V �
P.E. 9 P
STATE BF�A
•."l
Bi A, • K GROUP, INC.
010 SW 92 ST, MIAMI,
T: 786.488.1000 F: ,_ , .
CA •.