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SECTION 4-11�
SCALE. 1/2' a P -O' S,
I
E.F
►1iffi
ROOF FRAMING PLAN
SCALE: 1/4' = 11 -0'
(
S
12901 S.W. 132 AVE
REMOVE MASONRY IN MIAMI, FLORIDA 33186
THIS AREA 4 FORM A
1 IV x 16' AREA IL
111/
Nt 2 3 m T. (305) 278 -7776
V 1 1/ 1 F. (305) 278 -7473
WWW.BELLONMILANES.COM
11111
TWO 7�Y TRUSS
(Max. upli B000)
0
GIRDER TRUSS CONNECTOR DET,4IL6
3/16' TYf°. AA- 0003505
N.
ARCHITECTURE
' LAND PLANNING
INTERIORS
f 1
CONSTRUCTION MANAGEMENT
3' 43/4. 3'
10 3/4'
THREE FLY TRUSS
(Max. uplifl 1,200)
SCHEDULE
MAW
DESCRIPTION
MAW
DESCRIPTION
1
,angle 3'x3' X 1 /4'extended leg (FSu36 ksia6ee dwg.
5
50 dial. X 4' paneVatlon kwik -bolt bg HIM
2
Steel plate 53/4'x4'x1/4' (1=y =36 ksi)
6
Prefabricated two or tree ply true*
3
Steel plate ll /.' /4'x4'x;61 (FS ■ 36 ksi)
1
Min. V exterior grade pl9wood. See plan for nailing req nta.
4
One (1) V dia. tru bolt for two ply true
8
Concrete masonrg block
One (1) 3/4' diam. tru bolt for tree ply true*
9
8' X 12' T.@. (T9p.)
6) PROVIDE 2 x4 50TT. CHORD LATERAL BRACING * TRUSS BL
PANEL POINTS OR 10' -0' O.0 MAX. W12 -16d *EA. TRU55 (--- - ).
DESIGN CRITERIA:
146 MPH WIND VELOCITY
CATEGORY II
EXPOSURE C
IMPORTANCE FACTOR 1.0
COEF. OF INTERNAL
PRESSURE 0.18
CODE. REF.:
FLORIDA BUILDING CODE 2004
ABC 1 -02
Kd FACTOR 1.0
CONCRETE BEAM 5CHEDUI -E
PLAN NOTES:
1)
SUPER IMPOSED LOADS
MARK
DL = 25 PSF
SIZE
LL = 30 PSF
REMARK
i30TT.
NET UPLIFT = ZONE (D 45 PSF
C
E
ZONE m t (31 65 PSF
N'
2)
FOR CONNECTION OF PREFAB. WOOD TRUSS
ELEV.
TO GONG. BEAMS PROVIDE "NVHTAI4' GALV. TRUSS
T B
ANCHOR SY 'NU -VUE' W / 6 -iOD NAILS TO SEAT
8' X 12'
2* 5
PL. 4 14 -1OD NAILS TO STRAP (TYP U_ON.)
FOR TRUSSES WITH CLEAR SPAN OF 22' -0'
3
�,
MORE IN ADDITION TO NVHTA 14 PROVIDE
2* 5 T# 15-CORNER
TA24 BY USP W/ UPLIFT CAP. = 15203 (13 -LOD NAILS TO TRUSS)
MIN.
N.O.A. FL. 03- 0224.10
3)
FOR ROOF SHEATHING PROVIDE 5/8' CDX PLYWD.
W/ i0d NAILS * 4' O.C. ALONG EDGE t * ALL
1NC.
R 8- I
SUPPORTING TRUSSES.
Eju.
. EuJ.
4)
FOR ALL EXTERIOR SOFFITS EXCEPT OVER HANGS
PROVIDE MINIMUM 1 /2' PLYWOOD SHEATHING
3
0
W/ 8 d MAILS a 6' ALONG EDGES 4 * ALL
C ARCH
R - 2
SUPPORTING TRU55E5 BOTTOM CHORDS
8' x24"
5)
FOR ALL PIGGY HACKS PROVIDE GALV.
STRAP RT20F BY USP 6 EACH TRUSS
3
0
W / 16 -16D NAILS EACH MEMBER
62 PSF
R B - 3
VARIES
6) PROVIDE 2 x4 50TT. CHORD LATERAL BRACING * TRUSS BL
PANEL POINTS OR 10' -0' O.0 MAX. W12 -16d *EA. TRU55 (--- - ).
DESIGN CRITERIA:
146 MPH WIND VELOCITY
CATEGORY II
EXPOSURE C
IMPORTANCE FACTOR 1.0
COEF. OF INTERNAL
PRESSURE 0.18
CODE. REF.:
FLORIDA BUILDING CODE 2004
ABC 1 -02
Kd FACTOR 1.0
CONCRETE BEAM 5CHEDUI -E
REINFORCEMI=NT
TIES OR STIRRUPS
MARK
TOP
SIZE
REMARK
i30TT.
ONT. TO
C
E
E. F.
N'
TYPE
5FACING
ELEV.
W X H
T B
SEE
8' X 12'
2* 5
2 +" 5
3
�,
4* 12'
2* 5 T# 15-CORNER
PLAN
MIN.
SAL.+ 413'
BARB 2' -6' X 2' -6'
R 8- I
+20' -4'
8' X G
2 LAY.
2" 5
2* 5
3
0
10'
C ARCH
R - 2
+20' -4'
8' x24"
2 "6
2 05
1115
3
0
10'
R B - 3
VARIES
16' XG
3 N 5
406
3
d'
12'
Q ARCH 56' MIN_
R5 -4
+20' -4'
8'x28"
2"6
2"5
1.5
3
ET
10'
R B- 5
+20' -4'
8' x 30'
2 LAY.
2 w 5
M 5
3
E2
10'
P/P WOOD
TRUSS
nails
OL_
2 -16d nails
*4" O.C.
ci y Oi South �'`�lic-rni
Building Depcartmcnt
rr r r t'." ..
'TCB'
2' X 4' WOOD BLOCKING= BETWEEN TRUSSES TOP
CHORDS W/2 -166 NAILS EACH END (TYP.) TO
RECIVE 10d NAILS FROM PLYWOOD SHEATIN6s.
'BL'
BOTT. CHOR BRACING SEE NOTE
6 /S -rt.
DIAPHRAGM BLOCKING DETAIL
SCALE.- 3/4" ■ P -m'
W
0
Z
W
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VJ
W
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4 �
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DATE: 02 -13 -01
DRAWN: ALEX P - A.P - J.P
CHECKED: AP
PROJ. NO: 2006LS052
1.
2.
3.
4.
BDC: BUILDING DEPT. COMMENTS
CC: c COORDINATIO�' NGES
RAP ISION AFTER APPROV�L
1
LE RAL6T'ftLiLbN, AIA
AR 108737
ANGEL MILANES, AIA
AR- 0015845
S'41.'
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