Linkside Drive 1531 Hc;� We,;,=
t-x KwT
t
A i5�t;� I T leo,2 N A
Ir
kV
CS
-,RT
�zuLt.. Heic
s 10 6,.A, x III -,e 161, C:�_rfzAv_�A
t�A, ove N (�o�p A pp Is v
tL�,�P, 'r�LA�t 'M 1::?5 L. 1,14 f�;. ew T U tp�; -TO cily OF A fie
AlTA 45
HerAtpam. wl o i oJ t44. i �5
orT 19
14sma,�>' �41_ Po L tP t:�o W ti
o--eA LV, M E-TA L
T",
_T
�4,ZW
Is
7.ac� Ez_xie, t4�L�
PRINITF
BEN BROADFOOT DESIGN
2 , 420 S. THIRD ST. Ko-3250%
- JACKSONVILLE BEACkf , FLORIDA
lie
A t7-
/7 T-n
E
,C A t-S, DRAWN 3'?
t 4 as
L-7 Building and Zon ATLAWT16o I C::)AN
DRAWINQ NUMBER
H
HZ"L e,
JL' 15-r , u t.
7-Z
fl -T L L41
A-
L tAvS 5, -F�46 I
a,re-�,L- I ""i
"A us
N�bev
1p
Vv L 5 '4,x 4
1/-Z" c:�C�X
�jv
Off
j)
pet,
W/
e�a"x /-�7/1 1�w rl s re.
L, W-4 r-?o L2 V
-To Kirr.
MlHt
65 14 T. -
-7-
7
Ta rl
Ll I V�tla VA siel 1,
T'l '::�o rl:Z�N 1-1 oe�-1 L. L�
P R I N TV 10
5EN BROADFOOT 0 DESIGIN
.420 S. THIRD s-r. :&fkl08M96
-oil
41 JAC. KSONVILLE BEACH , FLORIDA
AFPFtOVEU By
�CALE: DRAWN 13Y
WATE:
I'VI A-r ax ......
1-4
rt eo P�pv e; i:�7
I A
I-T 11,4 t'
----7- 7�— 7' 7 2:�- 7�m I
el
�J4 T Um-0
S ldbk BEN BROADFOOT D E
P, S. THIRD ST. 7.46-1150
JACKSONVILLE HEACH ,�EW11,"g%
'/4
L� �T i4
t;;' I —To 10 N F-?-O,-)P�
APPROVED aY
A L D R A',V N El Y
QATE�
D R A N I N G N U%A U E R
-3
0 F T 27 Zm E N N 0 1 a m F A C,E P R 0 F M A 5 T L A f Fk�i
7 7- -7 Y.'I 7�:7T 1�!YT-,�7; -7�—7-
0
en ex . mes
flbaglass sh!.n.
a tos an falt WIHOCCIDE GONSISUCIlo.. .
wor I Ir . 10h6athing
on pre—on "M roof
Studs; Raft 4 -0s 0,ci and at,.,Oqrh side of all openings,
busses 4!tv P.C. or Ties 0
vad" top and bottom plates;
tval r-30 lnsulQtloq. - Hughes (RT241 8)
Top Plqte,,
cardboard Invulqtlon "Mee r— I Ir colling boollf h
Bottorn ' Plate; Hug es (RT1818)
bod for 8
(1103 g� 65 lbfj,)
alungnurn drip Trusses, Minimum strop at eachi trubs—Hughes [fold Down Strap
1. hughas hd 2X h
?es 4d 2x
d
hold down stvaps down straps (True tie), 'Trusses and ! Jacks with less than a 101
1 x2 P-�
2. double W top plate 2. double 20 top plate spqn to �Qve (1) hurricane h1q clip,
I rafter tf-" (hughos r"818) 24 p.t. fascia —3. rafter ti" (hughog rtlela)
0 V—T C.C. and * OW11 soffit 0' 4"—Ir o.c. and' 0 Oach Headers; To conform with SBCCl section 1707.3 wl applicable charts.
Wdo of an opening vont side of an oponing
Wall studs to meet .section 1707,12 for header support
20
and cripp'lee.
verticlo or horizontal Ix frieze 22 goge Use I Ir o.q.y. "y
AM i . for 22 gags Use 3r o.c.h.
r MW
u?rJ"W4 shour
re A min.-su tie Gable Ends; See details Oro the lani for special
mt sooh
0 U It vided , oq .,, P.
114 P
ripor b4Mor
f�&k or bottar) am framing requirements
I 1Z drywoo (Note: 1 at truss must be dropped so thqt outlooker
Old
—brich or Otucoo Can be' framed frorn .2nd truss back,,
lur
�t sNathing for
OPP
r-11 InsulatIon— roqukW wind shoor
EmInImum 200 The 1/1 On) 11;r d"all Sheqthingt, Sheath nq to be compamble% to 7/1 Ir o.a.b. with
(104, &P nailing on edges- and 1 interior Jo obtain
Me—
-11 Insulation a - minimum of 210 . 1be.
1. 11tx1if anchor bolls 0 Jit a-o. per I/f of , shear.
2. W P-L eale plate "t 0
V concrete slab wl .' In contiquous b6ad of sealont Air mirimum Girder Trusses: Truasies with an uplift of between 1000— 1800 lbs.
exe 10/10 ww.m. ov*r 14004 irbottom
ahall have continuous connectors from top plate to
f conarsts slab w/
q.,
ow bottom plate.
0 us" Top Plate— rt24 ( �Hughea Manufacturing)
-too WAWI — wal 5
n shod Nor finwhod floor am Perimeter.) Bottom P'late 0 Hughes Manufacturing)
watorproof membran
tr concret bi
W\ call cod ad am fillod
oil,
NOTE
'EXTERIOR
On�sh do finIshod Pact, ALC ALLS �a ARE
: USED AS 'SHEAR WALLS
C robar at al cornarp INCLUDING ALL HEADERS AND
44
4 1 obare of blocit to top of f000ng #4 rsbars
Q2) a 2,
V16)"r con" ." OPENINGS WHERE PROPER
A expood 4' Ir
rp
30 wnwall Is Is" %on Y FASTENERS ARE PROVIDED4 V openi GPM
rIg Ing
then footing must W I V x 9cr. of Is" or More
NOM
M C H 0 RVIOLTS, WUST BE USED
� Stemwall Fooler with Standard Wa I I Section
WITHIN OF A Y : BRMS
soww 1Ar- It—W
(WINDOWSODOORS)'
IN ALL
SHEAR WALLSO Header Cliomncr Placement
2riXx1/1r washor
P-�,�*Uom Plate
ilrAW anchor bolts 0 3dr o.c.
blo*n dIBI13 or uUI top PICK# BXB-10/10 w.w.f. or f1bormosh
20 blocW"9 0 shoothIng joint hunioano clip 11-25 or b4ttor:Y,
7/11r" structural mQf shogthin W a 20 bargo rafter oont. Ir r--1
shingle iwp
E
.4n-grado
................ r Pampa
corn d fill
chard of gglp and 0 400
dru and garage doorr or vqp
2xjpod
cont. scab frwn top
—broc story)
to bottorn chord 0 x Jng fr o.O.b. *12r
rw woo
2x4 x (PrVMd ad tional 2xVo a
�Itlnq n od 2) around pedmotor�
a VOrfj 4 robar
ow 41g than
h 64 r" r njoutsIdo robar 21T at owner
(two stc
20 scab cont. top ta bo#orn-- q KL W) 24 studs aroo piailrn )
chord 0 W–CF (06m gable !0. an shopo) for a two story uis
HOW, Iff minimut width "oto,-For garage roturno less
on garage mtum. than 11-1cr use 19/3 (3) 1, 4 rebars
G.s.b. W/ i nalls,
Monolithic Footer
scale", 1/27 V-cr
bottom chord of gable end truss
2xj scab It "it wob Is not present opa28 wl(M)I 5d—\\ 20 stud r04 Wd anchor
(2) 20 top plot@ PA. WWI plats
Cont. WA #2 20 "a 0 1 Ir o.a. 4... . hurricane clip wl Twasher
IaWal brace 0 470.0. garage floor — 11 EF anchor bolt as required
2x cWnU t4ar o.c. botween p.t.20
got blo
(2)ho clips 0 4W o-o 0 and M" L
E
Garage Door Return compacted flu
Platform Framing Cable End, Vo O"for
. ,(2) #4 robors
WWI; I/rma I
dX8 10/tO w.w in
I n te rio r ' Bearing Wall
scalso. 11r" 1'—(r
REV.