09-1045-022NOTE:
- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT [" DIAM.
- ALL 3/4" DIAM. THRU BOLTS TO BE ASTM A307
- ALL STEEL PLATES TO BE A36
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER
- 1/4" FILLET WELD FOR ALL PLATE CONNECTIONS
- ALL BOLT HOLES TO BE 7/8" DIA FOR 3/4" DIA BOLTS.
- USE PLYWOOD FILLERS WHEN REQUIRED
BUCKET EO
ASCE 7.05
ROOF ZONE: 1 = + 16,32 - 46,36 PSF
2 - + 16,32 - 54,94 PSF
3 = + 20,62 - 127,93 PSF
WALL ZONE: 4 = + 37,89 - 49,52 PSF
5 = + 45,88 - 61,82 PSF
V = 146 MPH
EXP = C
1 =1.0
I -P = 0 -18
a =3'
ROOF PLAN NOTES:
1) SUPER IMPOSED LOADS
DL = 25 PSF
LL = 30 PSF
2) FOR CONNECTION OF PREFAB. WOOD TRUSS TO BB
PROVIDE "NVHTAI2" GALV. TRUSS ANCHOR BY "NU -VUE"
W / 6 -1 OD NAILS TO SEAT PL. & 12 -1 OD NAILS TO STRAP (TYP U.O.N.)
FOR TRUSSES WITH CLEAR SPAN OF 24' -0" TO 40'0" MAX. ADDITION TO
NVHTA 12 PROVIDE TA18 BY USP W/ UPLIFT CAP. = 970# N.O.A. FL.
08- 0325.02. COMBINED UPLIFT CAP= 3,103 LB.
3) 5 /8" CDX EXTERIOR PLYWOOD SHEATHING NAILED
WITH 1 Od X 3" NAILS SPACED 4" O.C. EDGE 6" O.C.
INTERIOR TYPICAL AND W/1 Od X 1 NAILS @ 4"
4) FOR ALL EXTERIOR SOFFITS
PROVIDE MINIMUM 1/2" PLYWOOD SHEATHING
W/ 8 d NAILS @ 6"
5) FOR ALL PIGGY BACKS PROVIDE 14 GA. X 1" GALV.
STRAP BY USP RT16T @ EACH TRUSS
W / 5 -16 d NAILS EACH MEMBER
6) PROVIDE 2 x4 PT & BOTT. CHORD LATERAL BRACING @ TRUSS
PANEL POINTS OR 10' -0" O.0 MA. W/2 -16d @EA. TRUSS ( -1
7) SPECIAL INSP. REQUIRED FOR TRUSSES OVER 35' -0"
LONG OR 6' -0" HIGH
E) ALL PRECAST LINTELS BY CASTCRETE
9) (2) 2 X 12 PT LEDGER WITH 3/4 X 8 HILTI KWIK BOLTS
@ 12" C/C
10) AT ALL CORNERS PROVIDE #5 X 5-0" CORNER BARS
BENT 30" IN EACH DIRECTION FBC 21212.1
CONNECTORS:
1�TA14R 7 (1 Od) U = 1155# NOA. 01.0912.05 USP
E2 TA24 E (10d) U= 1205# NOA. 01.0912.05 USP
�3 RT1 ET 7 (16d) U = 1225# + 4 (1/4 x 3 TAPCON) NOA. 01.0912.05 USP
4�NVHTAI2 = 20 (16d) U = 2133# NOA. 03.0224.10 NUVUE
❑A UGTS43 (2) 3/4" d x 6 EXP BOLTS U= 6170 NOA. 07.0322.15 USP
(8) 16d
CONCRETE BEAM SCHEDULE
MARK
TOP
ELEV.
SIZE
W X H
REINFORCEMENT
TIES OR STIRRUPS
REMARK
■OTT
CONT TOP
C
E
I
N^
IYPE
SPACING
RB1 -A
+9' -0"
8 X 12
2 #6
2 #6
Concrete masonry block _
#! 5 REBAR AT BOTTOM --
O OF LINTEL CAVITY
One (1) 384' diam. OTu bolt For three ply true*
3
E'
6
ARCH
BB
VARIES
8 X 16
1#7
1 #7
O r
PINS 8" O.C. ABOVE
r
60 BOTTOM REINFORCING
co -4 c
2 U -BLOCK
OPENINGS ONLY
-
PROVIDED IN LINTEL
8F8 -1
B
PROVIDE 1/8" SPACING
AT PANEL EDGES
4'x E' CDX PLYWOOD
SHEATHING MIN. 5/8" THICK
MAX. SPAN 24"
PREFABRICATED WOOD TRUSSES
24" ON CENTER SEE ROOF PLAN
LATERAL BRACING SEE
DETAIL ON THIS SHEET.
2" x 8" WOOD FASCIA NAILED
W/ 2 -16d NAILS @ EACH TRUSS
1 Od NAILS AT 6" O.C. AT PANEL
EDGE AND INTERMEDIATE
1/16" SPACE AT PANEL ENDS SUPPORT 4" O.C. @ EDGES.
PLYWOOD NAILING DETAIL
SCALE- N -T -S.
t
r`
9 3/4"
r�
1 1
TWO PLY TRUSS
(Max. uplift= ,800)
A
GIRDER TRUSS CONNECTOR DETAILS
SCALE: 3/4" = V -0"
1
111 /4"
i�
in
3" 3/4' 3
10 3/4"
6" TYP.
THREE LY TRUSS
(Max. uplift 7, 00)
B
r
SCHEDULE
MAW
0E6CRll*TI0N
MARK
PESCRiPTION
I
Angle 3'x3' X 1 /4'extended leg (Fy ■36 k605ee dwg.
5
5/6' diam. X 4' penetration kwik -bolt by Hllti K15-3
2
Steel plate V/4'x4'x1/V (1=9 =36 ksl)
6
Prefabricated two or three ply true*
3
Steel plate II112'x4'x4' (F9 • 36 ke1)
-1
Min. V exterior grade plywood. See plan for nailing req'mts.
4
_ _
One (1) Y dia. thru bolt for two pl9 truss
8
Concrete masonry block _
#! 5 REBAR AT BOTTOM --
O OF LINTEL CAVITY
One (1) 384' diam. OTu bolt For three ply true*
9
8' X 16' U -Block (Typ.)
. A' a..
PRODUCT CONTROL NOTICE OF ACCEPTANCE
FE.G_P_ CORPORATION -CAST -CRETE pIVI810N
ACCEPTANCE NO.: 06- 0222.01
EXPIRES: 05/21/2011
00 C
. -- 8" X 16" U -BLOCK (TYP.)
0
TYPE DESIGNATION
0 0
W /1# 7 HORIZ & TOP & BOT
FULLY GROUTED
GROUT
00
O r O
qz
#! 5 REBAR AT BOTTOM --
O OF LINTEL CAVITY
FILLED WITH GROUT
QUANTITY OF #5 REBAR AT
PROVIDE #3 1 HAIR
�\�
BOTTOM OF LINTEL CAVITY
O r
PINS 8" O.C. ABOVE
r
60 BOTTOM REINFORCING
co -4 c
OPENINGS ONLY
-
PROVIDED IN LINTEL
8F8 -1
B
_-
1- ACTU L
8" NOMINAL WD
NOMINAL WIDT
NOMINAL HIEIGHT
° --
- - - -
ACTUAI
/6 NOMINAL NOMINAL
BB DETAIL
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MINIMUM LINTEL REINF.
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NVHTA 12 BY
ROOF FRAMING PLAN
SCALE: 1/4" =1' -0"
NVHTA 12 BY
NU -VUE TYP. U.O.N
SEE NOTE 2/ S -3
3OVIDE 112" PLYWOOD CDX
STUCCO UNDER TRUSSES
kILED W/ 8D NAILS 6" O.C.
)R SOFFIT
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DEPT.
12485 S.W. 137 AVE. SUITE 103
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
CONSULTANTS
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MARK DATE DESCRIPTION
A.B. AS -BUILT
R.A.P. REVISION AFTER PERMIT
Q.D.C. BUILDING DEPT. COMMENTS
C.C. COORDINATION CHANGES
P.S. PERMIT SET
D.D. DESIGN DEVELOPMENT
P.H. PUBLIC HEARING
S.P.R. SITE PLAN REVIEW
PROJECT No. LB107
DRAWN BY: A.P. & P.W.
CHECKED BY: L.B. T
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❑ ANGEL MIL^NES, AIA (AR- 0015145)
SHEET TITLE
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SCALE: 1/4" =1' -0"
NVHTA 12 BY
NU -VUE TYP. U.O.N
SEE NOTE 2/ S -3
3OVIDE 112" PLYWOOD CDX
STUCCO UNDER TRUSSES
kILED W/ 8D NAILS 6" O.C.
)R SOFFIT
.f2'ti
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12485 S.W. 137 AVE. SUITE 103
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
CONSULTANTS
J
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W w
U w
> L-
LL z
0 Q
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(
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01.15.09 D.D.
MARK DATE DESCRIPTION
A.B. AS -BUILT
R.A.P. REVISION AFTER PERMIT
Q.D.C. BUILDING DEPT. COMMENTS
C.C. COORDINATION CHANGES
P.S. PERMIT SET
D.D. DESIGN DEVELOPMENT
P.H. PUBLIC HEARING
S.P.R. SITE PLAN REVIEW
PROJECT No. LB107
DRAWN BY: A.P. & P.W.
CHECKED BY: L.B. T
F
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LEOPOLDO DELLON, A, AR- 008737)
❑ ANGEL MIL^NES, AIA (AR- 0015145)
SHEET TITLE
ROOF FRAMING PLAN
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