09-1045-021Deep Scat Truss Anchor.. They are (iesirlied to resist lateral and uplift forces,
The strap is mad: of 14 gauge Steel and the .eats of 20 gattbc stt rl.
J.
UPLIFT
ssembly DIFTIC ion TOW No,
1�rOdtlCt Il I Of "211 Der5
rode {incbcsl in Strap
IY 'ST - 112 72 S
NVS'l-A16 16 - --
7
NVSTA20 2C =
tNV, 22.. 12
NVS'rA24 24
O2 DETAIL
Total Ho, o`
I'aitanen 6 Allowable Loltds flbs)
20 GA. 'Scat
x If's" Uplif F700 I,2
i ` 1 4 1049
6— - 1 11.41 769 1144
6 1236 3 12311
6 - SF2
1331 3117 j 1335
\ 6 _ 14 950 1430
�i� :.� rrY•.Si;V1
r F a::c- r •:,
CONCRETE BEAM SCHEDULE
MARK
TOP
ELEV.
SIZE
W X H
REINFORCEMENT
TIES OR STIRRUPS
REMARK
Hol I-
CON,. t0FP
C
t
I
N^
TYPE-
SPACING
RB1 -A
+9' -0"
8 X 12
2 #6
2 #6
NVTI'TA22
22
L2
3
i
6
17116
ARCH
BB
VARIES
8 X 16
1#7
1 #7
1111
1631 1
14
1113
2201
2 U -BLOCK
z
16
2071
242—
1
1994
-- 19
i
EJ
2649
1575
2175
Holden Double Strap Riveted Truss Anebor. They are designed of 14 gauge steel
Plates to resist lateia't and uplift forces. The scats are made of 20 gauge steel.
UPLIFT
PROVIDE 1/8" SPACING
AT PANEL EDGES
( PLYWOOD -
r.2 _. JG MIN. 5/8" THICK
N 24"
— �• tr.... M� .pore Ce ��
Il.tth c,w1,
T*tal No.
Assembly
nuxessiom
III
Product
H
f
Code
NVHTA12
(inches).
J
ion
tFWa $trsr5
12
-
NVHTAti
111
1
NVHTA20
w 20
UFliit
NVTI'TA22
22
UPLIFT
PROVIDE 1/8" SPACING
AT PANEL EDGES
( PLYWOOD -
r.2 _. JG MIN. 5/8" THICK
N 24"
— �• tr.... M� .pore Ce ��
Il.tth c,w1,
T*tal No.
Total
rI:UUUCT itEV15! -:tJ
`� >� Ah III*r.rMw
note i, sheet I f6r cknbind toadut3.
n
f
Fastn
Allowable Loads (Ibs)
J
ion
tFWa $trsr5
20 ct/ 5tat
a
S
4
1
10d x 1:'^
10"'7, 1'/"
UFliit
uplim
1
L 1
L2
10
i
1506
17116
1050
1450
12
-6
16115
1917 ,
1111
1631 1
14
6
1113
2201
1312 ..
z
16
2071
242—
1
1994
-- 19
i
2,259
2649
1575
2175
N 24
N01CS:
1. Neils are neces` 11 straps ant seat to ach iet•e, dosing to
2. See
rI:UUUCT itEV15! -:tJ
`� >� Ah III*r.rMw
note i, sheet I f6r cknbind toadut3.
n
3. Nails throumh chorls shall not force the trust plate$
4. For renewal notes, see shad I
5- l;fr hither uplift loads, concrcl4 shall tic 30ilo
J
pSj.
1 DETAIL 6- I3ascd an rain. 25RO psi concrete,
01.15.09 D.D.
VIP'!N N. T0LAT; PE (CIVIL)
FL. REG. # 12947 j\ li�•vu i :xiustrirc,
15123 LANTERN LANTERN CREEK LANE
lOti3 -[0391 sle9Strcct
HOUSTON, TX 7lUGN
Hialeah, Fiona& 3.5011
DRAWN
(30>) 691 -03)1
TRUSS
-1 -0395
ANN 'CUP 1'! A H. APICHORS
i� t 3 1 r-
/�31�t o$ nw�•- N:js,ti7,i,NU -1 2 b I Y
rl-'J;i P11 I`IA%JNPY I
1 t.. 1111 • l .� �` \; i -.. T___._.,___� �= "Y
N
f•.C: f<Ei,Ji cjRl- If.!,i! �. .
r4' r.. �� MIN1f G ir} Y"ti
a
'� .4. lr t� 1_C.1: / � -'� / �� jl � fi:';•� - 'S .., ..: a, `a�C�i ►'Li'AL�
;^rrrtrf_hCr;LT
4 �j
POW FRS FAS71= i`tERc
rl T —
I
a I E
�� f
- -.
:.� •.• t=_, �, PT T t.. -+"" L�FiI`v k_;� t.�i ! �b��l } -. '�I 4
RAr. R I
i TC I IP L, x 1
(A 1
i
.._ •...�_`. :� _�C;J l ? '.[�� �} 14 f`e'z 17.:x'..1
.1, .l i �. (l Ire_ -"�f
_ .
M i I Syr t'
E3 }�.• - Tr 1 t 1
-
1 t i le ( l�I
14
H
} v
ODETAIL
3 STEEL SHALL CQNF'R4 TO, ASTM Ab33
$TRL'CT RAL 5RAD 3„< ANQ rti 1�1'MTM'.ym
t:ALVIN1ZE7 COATING, OF G90 OR rQUIVALf_:iT
2? fiASTENFRS AR'E CiT4/m,uN.:r1Rtr Pjgt S ti�Fi_•CSS
Uriir R .`!Si NOTED,
5) I_L:ADS HIVE -EN
INCREASEC BY A S-40RT TERM 5- UpnTiL,rt
PACT UP OF 40' FGR WINV I U4T7 r0 i0,T1G`f
NO FURTHER 1'J RVAS' IS K ]dfD
0 ALL- QWA3RL- t DADS ARE tASI.s 9N THE NAT`,CNA5_
D SIGN SPEClF!CPTlJvS rOR W07LI Cr�N,rR,lc ;era
2031 EDITIGN FI.R YE:LL.17:t RIME
SG= 055 UP UETTER ANLI HGISTLIRE CONTENT Lr�
E° OR BITTC-i?1. A? L T%S73 PCPrDP.f<3 IN
ACCORDANCE «ITii .STA' 1;,761.
(((1j ?113 RG`GE ".S %`P.?`,'`L, 'ltjf'i'GG"ERY, -1?ki 56E. �l Pi -(CN *_ (5f,",) 364-73;Q
'AIBC' (1 7J T J -1. _ _ _........,.,_......��
! iiC 603 33Er T W LUTZ
� 1Pt<CF�
L.C.-RIDA PEG f�I�.k 554 lj <3 j
��'J' -I- I• 1C6:F :.�I it `:J, �1 ✓ :a1Ct� f{iU. � —.._ t
I
OF P I l0 _ ( l I •glr.il- ?
PREFABRICATED'✓
24" ON CENTER SE
2" x 8" WOOD FASCIA NAILED
W/ 2 -16d NAILS @ EACH TRUSS'
10d NA
1/16" SPACE AT PANEL ENDS - - -- EDGE)
- -SUPPO
PLYWOOD NAILING DE
ASCE 7.05
ROOF ZONE: 1 = + 16,32 - 46,36
2 = + 16,32 - 54,94
3 = + 20,62 - 127,9:
WAIL ZONE: 4 = + 37,89 - 49,52
5 = + 45,88 - 61,82
V = 146 MPH
EXP =C
1 =1.0
LP = 0.18
a =3'
PSF
PSF
3 PSF
L!
PSF \
PSF \J
ROOF PLAN NOTES:
1) SUPER IMPOSED LOADS
DL _ 25 PSF
LL = 30 PSF
2) 5/8" CDX EXTERIOR PLYWOOD SHEATHING NAILED
WITH 1 Od X 1 /2" NAILS SPACED 4" O.C. EDGE 6" O.C.
INTERIOR TYPICAL AND W/1 Od X 1 NAILS @ 4"
3) FOR ALL EXTERIOR SOFFITS
PROVIDE MINIMUM 1/2" PLYWOOD SHEATHING
W/ 8 d NAILS @ 6"
4) FOR ALL PIGGY BACKS PROVIDE 14 GA. X 1" GALV.
STRAP BY USP RT16T @ EACH TRUSS
W / 5 -16 d NAILS EACH MEMBER
5 PROVIDE DE 2x4 PT & BOTT. CHORD LATERAL BRACING Ca) TRUSS
PANEL POINTS OR 10' -0" O.0 MA. W/2 -16d @EA. TRUSS ( ).
6) SPECIAL INSP. REQUIRED FOR TRUSSES OVER 35-0"
LONG OR 6' -0" HIGH
7) ALL PRECAST LINTELS BY CASTCRETE
8) (1) 2 X 8 WOOD LEDGER WITHI 1.4 X 6 LiILTI KWIK BOLTS
@ 11" C/C
9) AT ALL. CORN RS PROVIDE #5 X 5' -0" CORNER BARS
BENT 30" IN EACH DIRECTION FBC 2121.2.3.
L
P�RC UIZCT__r, li'4 RO N T CE OF ACCEPTANCE
F.E_C P. _(,,Of F?ORATI2N-C65T -CRETE DIVISION
ACCEPj^ :_f,!CE NO.: 06- 0._122.01
EXPIRErr: 05/21/2011
—
o -
J - 8" X 16" U -BLOCK (TYP.)
�' -- TYPE DESIGNATION W/1 if 7 HORIZ & TOP & ROT
z - GROUT FULLY GROUTED
< 2 - *5 REBAR AT BOTTOM F= FILLED WITH GROUT -
z0 OF LINTEL CAVITY QUANTITY OF ifs REBAR AT
- - — PROVIDE #31 HAIR
BOTTOM OF LINTEL CAVITY <
� °p BOTTOM REINFORCING PINS @ 8" O.C. ABOVE
PROVIDED IN LINTEL __ - OPENINGS ONLY
7 fl" ACTU L 8F8 -1 B z -- -
- — — — - -
8" NOMINAL WD
NOMINAL WI1iT_j
NOMINAL_ HIEIGHT 7 ;" ACTUAL
MINIMUM LINTEL REINF. 1313 D E TA I L
1 # 5 BOTTOM
CONNECTORS: v \\
NVHTAI2 20 (16d) NOA. 08- 0325.02 NUVUE�__
2 NVSTAI2 20 (16d) NOA. 08- 0325.02 NUVUE
C�
OUGTS53(8)16d+(2)3/4Ox6HKB U =6170 NOA -07- 0322 -15 USP
USP SKH26 L/R FL. 13285
L._\
ROOF FRAMING PLAN
SCALE: 1/4"=V-0"
JOOD CDX
TRUSSES
3 6" O.C.
TAIL 1 -S2_
�f OAT
_AIL 1 -S2
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
H;,'
V
_z
0
A\,
J
01.15.09 D.D.
MARK
DATE DESCRIPTION
A.B.
R.A.P.
I.D.C.
C.C.
P.S.
D, D.
P.H.
S.P.R.
W
PROJECT No. LB107
DRAWN
W
:D
UWLL
LL
LL
o
N
co
/J
V
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—
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U)
—
I(D
It
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1_ LFNLDO BELLON, 4fk•(AR- 008737)
Ct' �tGELCIy�� JyES;�11� (AR- 0015845)
SHEET TITLE
ROOF FRAMING PLAN
S -3
SHEET OF
A\,
12 -10 -10 B.D_C.
01.15.09 D.D.
MARK
DATE DESCRIPTION
A.B.
R.A.P.
I.D.C.
C.C.
P.S.
D, D.
P.H.
S.P.R.
AS BUILT
REVISION AFTER PERMIT
BUILDING DEPT, COMMENTS
COORDINATION CHANGES
PERMIT SET
DESIGN DEVELOPMENT
PUBLIC HEARING
SITE PLAN REVIEW
PROJECT No. LB107
DRAWN
BY: A.P. & P.W.
CHECKED BY: L.B.
I
tt� y
A ,
1_ LFNLDO BELLON, 4fk•(AR- 008737)
Ct' �tGELCIy�� JyES;�11� (AR- 0015845)
SHEET TITLE
ROOF FRAMING PLAN
S -3
SHEET OF