10-151-010CONCRETE
BEAM SCHEDULE
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REINFORCEMENTS
+3 STIRRUPS
REMARKS
I-
E
2
T5-1
A
+10'-0"
8"
1211
2-5
-
2-5
03 A 48" O.G.
TIE BEAM. SEE NOTES BELOW
T5-2
B
+10'-0"
8"
24"
2-5
2-5
2-5
03 0 48" O.C.
TIE BEAM_ SEE NOTES BELOW
B-I
A
+10'-0"
8"
40"
2-5
-
2-5
03 ® 6" O.C.
CONC BEAT 1 W/ 2 ADD'L -5 BARS
OVER OPENWzS AS PER DETAIL
BEAM TYPES Q
TYPE -A rT7FE-B
CONCF;MTE BEAM NOTES:
1. TIE BEAMS SHALL HAVE (4) " 3 TIES AT 12" oz. AT ALL CORNES ,EA. WAY, AND 48" or- REMAINDER
2. PROVIDE (2) i 5 x 60" CORNER BARS, BENT 30" EACH WAY a ALL CORNERS.
ROOF Tf'1J55 ANCHOR LEGEND
ACTUAL
UPLIFT
#
O NU-VUE NVSTAi6 STRAP ANCHOR w/ 1-10d NAILS TO
TR °�.1.5S AND 6-10dxIB" NAILS TO SEAT. CAPACITY= 12360
(MIAMI-DADS NOA 008-0325.02)
REQUIRED
ANCHOR
NU-VUE NV358 STRAP ANCHOR w/ 8-10d x 3" NAILS TO
(2) TRUSS AND 8-10d x 3" NAILS TO SEAT. CAPACITY= 2,245#
�./ (MIAMI-DADE NOA °09-012105)
B/E= BOTH ENDS OF TRUSS
UNO= UNLESS NOTED OTHERWIS
G - GRAVITY LOAD
TYFa: TYPICAL
I ---------------------I- — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — ----
--------
II II
II II
II II
II II
II II
II II
II II
II II
II II
II II
II II
II II
1! II
EXIST BUILT UP I I
ROOF TO REMAIN
II II
II II
II II
II II
II II
II II
II {I
II II
II II
II II
II 11
IL------------------- _II
I---------------------iI
2 i
G■1684 LB
�- I---------------
1122
-T— — _-- 7_ -----
w G- 963 LB
-j- i-------------
— — — — — — —.— — — — — — — —
II {
II (
II i
II I
II !
II I
II !
II !
II I
II !
II I
II I
I I I
II I
II I
II
!I
II
II
!I
II
!I
!I
II
{I
II
II
II
II
II
II
II
EXIST 2"x8" SYP RAFTERS I I
,9D 16" O.G. TO REMAIN
II
II
- - - - - - - - - - - ---t-t
T1_ ---------------
II
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t805 I I
-------2—---4-I-
G-1684 LB {
II
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, WOOD •DSSE
q
II
G-1684 LB G= 963 LB G=I684 LB
GRAVITY LOADS
DL ■ 35 PSF
LL- 20 PSF
SEPARATE PERMIT/SHOP DWG'S
REQUIRED FOR TRUSSES.
SEPARATE PERMIT REQUIRED
FOR EXTERIOR WINDOWS/ DOORS
WIND NET UPLIFT TABLE
(GROSS PRESSURE - 10 PSF(ROOF DL.)
AREA
PSF
FIELD- ZONE 1
36.4 PSF
RIDGE- ZONE 2
585 PSF
CORNER- ZONE 3
58.9 PSF
OVERHANG- ZONE 2h
919 PSF
PROVIDE 1/e"
SPACING AT—�
PANEL EDGES
4' x 8' CDX PLYWOOD
MIN. 5/8" THICK
MAX. SPAN 24"
PROVIDE 2"x4" BLOCKING
ALL PLYWOOD SEAMS, 48"
BACK OF GABLE END UON.
NAIL SEAM w/ 10d
0 4"o c. EA. SIDE OF SEAM.
2"x6" WOOD FASCIA SEE
TYPICAL WALL SECTION NAILED
W/ 2-16d NAILS 0 EACH TRUSS
IA&" SPACE AT PANEL ENDS
G=385 LB
PREFABRICATED WOOD TRUSSES
24" ON CENTER SEE ROOF PLAN
LATERAL BRACING SEE
DETAIL ON 6-3.
Sd RING SHANK NAILS AT 6"oc.
AT PANEL EDGE AND INTERMED_
q SUPPORT GABLE ENDS
FIRST 48" BACK
FL�UJOOD NAILING DETAIL
SCALE: N.T.S.
SCALE. 1/4" = 1'-0"
IPM\
o so
tip.10,
1034-` M4
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