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ESE PLANS AND ALL PROPOSED WORK
St I n Om", _..., AND SUBJECT TO ANY CORRECTIONS
(] REQUIRED BY FIELD INSPECTORS THAT
1701 . 34t t. MAY BE NECESSARY IN ORDER TO
/COMPLY WITH ALL APPLICABLE CODES.
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-X 2 Xi 5 SMB I/ Edge am / Maxj Span_11'_4"
-- -- ----- ---------------------------'--- ----
71
1== Kneebrace
Verification of the adequacy of
the existing foundation is the
responsibility of the contractor
for replacement of structures
lost due to hurricane damage,
DESIGN CRITERIA:
VELOCITY 130
EXPOSURE- B SCALE: 1 /4"=1'
Existing Glass Room
Replacing 1- .030 Pan
---=--1-----------------------------------
Structure to be placed on existing
foundation the same size that
was prior to storm damage. No
�/J other work will be added to original
pOCaQG�I v 0@VAV foot print of the existing structure.
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ENGINEERING SPECIFICATIONS FROM 2004 (FBC ED
CONCEA 0 FASTENERS N ATTACHMENTS
ARE THE RESPONSISIM OF THE
OTOR OF RE
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ALUMINUM STRUCTURES DESIGN MANUAL
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DESIGN CRITERIA:
VELOCITY 130
EXPOSURE- B SCALE: 1 /4"= V
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THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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Max Span: 11'4"
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3
Thru B01ts
1016"
10' "
Existing Glass Room
Replacing 1 Pan
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ENGINEERING SPECIFICATIONS FROM 2004 (FBC EDITION) [BENNETT] ALUMINUM STRUCTURES DESIGN MANUAL JUL,1
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SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHE]
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2_
SOLID ROOF PANEL PRODUCTS
SOLID ROOF PANEL PRODUCTS I -SECTION 7 SECTION 7 I SOLID ROOF PANEL PRODUCTS
y SECTION 7--- --
••-
Table 7.2.1 Allowable- spawns for Elite Composite Roof Panels for Various Loads
Elite Aluminum Corporation
Table212-03-AIIgwil2ts�RCeea,...
ft's,
Table2.12-140A Allowable Roof Beam Spans
Table 7.1.3 ^Allowable Spans for Indust
ry Stendartl RiseFPahels.far Various Load'
Stabwtde Product Appm l,FLIo49{�
wmmwren'Propdarary
Covei$r�uctl`vesonFreestanding Gabled Carports
For Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports
"'gltiminl7m - 3105--1Jur.H- --` -
H-- 25'--_"' -
PAN ROOF ANCHORING DETAILS Produda;Nvm;m,m Andy 7los H-14 or N-zs Foamcore EPs.M oetuuy
]-, ae', a.az4• Panels
ForDseawindgust `t'+_O,MP'�`itsinSFF(50 #/SF for Max. Cantilever) __
Alumb-Al 6oa1 T-6
For 3 sea wind.gust at 140A MPH; using design load of 19 taSF (58 aISF for Max. Cantilever) -_.-
Alumlm,m Alloy 6063 T.6
-" _.
_ � Foam can r Ps. n G.ns
Rlnl:F rAP SEALANT i
r'r x 0.04r
Moll"
r[3•.0.050-1ba-Tie
toad
Width (ItJ
M-
1:1 MI
b•erd,Bsdlon
Luse
width A)
Mac an%!I(beMb
b'or deascuon•
fa23pm
]Span
{Swe
Ica m
1&231n
]Span
45 p•^
M-
Canfnever
4
>'r-1':d
ds d
d-10- b
V-Y d
4
s-11- d
dS d
d-r 0
1'S e
. sT'~
s_r d.
lrr d
r-ir b
T-V d
s
ss d
r-1r D
rs b
1•4• d
w8
ds d
TS• b
T-r b
1's e
8
S-1' a
rs D
rs b
r-0• a
1
5-11':d
s-11' 0'
sF b
rr a
7
S-1 v a
ss b
ss b
rd d
• e
Sd' d
sS b
ss b
1•d d
a
s-r d
s-0• D
s-r' D
d
:/- 9
SS a
s.t' b
s-1r b
t•-r e
9
34- b
s•1r b
s-9' b
1--l'
r-r 'a
'•10-.:�
S-r b
Sd' b
S-r b
r-r d
10
ss b
ss b
Ss D
r-r d
11
d•-fr b
Ss D
S-P D
1'S d
11
a'-1a b
Sd' b-
S-r b
T' d
12
4S-.b
sa b-
s-t• b
y-tr d
11
a•-r b
Sd D
4'-1 -
1 b
am• a
rx4-xa
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71h
r[d'[0.0N'Y0.100^S.lf
MaOn
Baam
4 ,21. ed
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ctim'
road
Width(R)
Max. an
1'/ Min
b'er basctlon'
1&2SP,p
{Span
Cam •K
I&2swn
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as,
Gnu
4
,S-IM1 E
fa -II' d
fa-r b
rs d
a
10'W d
1zs d
tzar d
r-r d
5
- 0
WAG' b
4S b
1's d
s
4-r d
it-ia d
IP-10• b
r•1r d
1s -
Ts- d
d-11• D
sF- D
11 d
8
F-1-1 d
71'-1d
lFI 6
1'-10- d
::7
D
T-/r b
7•S d
7
ds d
IS-0• b
4-1r b
r-9• d
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5-11•-:b
rs D
-TS• b
1•S d
a
d-r d
FS b
94• 0
1's 4
."a
ss. b
r•4' b
T-1' b
V-V d
9
77W a
9'-t• b
d-fa b
Fr d
:ID
5.21 b
9-11' b
Ss b
VV d
10
T-r d
_FT'_b
dd• b
1•s d
-TT• b
e-r' D
dd• b
r.T d
it
r-0• a
s.Y 6
7'-1r b
rs a
1
b
-0-�b_
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Td' a
/2
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r$ b
rs d
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Lad
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Ca'-X
Ts-r a-
r-r d
a
IV-11' a
ids• d
tdav a
d
7
ti'•ta d
t4•7- d
t4's b
2S• d
3
1Y-71 d
1r-1• d
1C-I1- b
.3
Fl-W d
1Y-0• b
2s d
6
17-0- d
1Sdr D
ISS• b
2s d
iT�
eta-rldl
b
Tzd• b
z4 e
7
Irs d
14•-ta, b
Tad• a
rs d
11•-r b
r-r d
3
11•-1a d
F_1S b
17s b
zs d
5
4-9' d
f1's b
.1a-17'.b
r-11' d
9
11'S O
17-r b
1z-r b
z-0• d
10
' d.
10.4' b
ta-0• b
1%11' d
10
10-11• d
12S b
1T'-11- b
73 d '
IIx^;
1
-. .
91:-.d
1as b
4-tab
r-ta• a
i7
is-r 6
11'-1a b
11'S b
7d d
1'-1a a
12
1a-1' b
11'd' 6
1a-11' 6
2-1' d
I
I
I
1
PAN HEADER (BREAK -
FORMED OR EXT.)
- i p8x9/16•TEK SiSREWS@
HEADERS AND PANELS ON
i
PAN RIBS EACH SIDE
BOTH SIDES OF BEAM FOR
I CAULK ALL EXPOSED SCREW GABLEDAPPLICATION -
8 WASHERS
HEADS ER
'S.M.S.PER PAN 2•SM aBxi (3) ....._
AND (1)At FAN 1GJFJ(. - ----_-.. •..-.
ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF -
a8 x 1-1/4' SCREWS (3) PER PANEL
PAN INTO BEAM THROUGH '
'a8 x 1/2' . .S. PER PAN
BOXED END
OF PAN AND C•t)
HEADER ALONG P�BOTTOM
- _ROOF PANELTO BEAM DETAIL .._
SCALE: 3' =1'-0'
OR PANS TO WOOD PLATES ...... ;(3) EACHRB x 12' LONG S.M.` )
... •..... PER 12' PANEL tHi 3+4 MUSCREWSEMBEDMENT
HAVER .., �AWMINUM PPAN WASHE
__j_ r:1r:o.oso•2asitib tasaPamh MINIMUM EMBEDMENT OF 1•
ri
's'erPm,ei
With
OwAStiutDsss'--
cost
-" Sttcan Rngna
&Avach.d Cwen
Ghss a Modular Roans
Endowd
GyarDang/
CanN.var
Wglan
[1
�-.
w.
,pan
a
swn
182
span
a
awn
{
awn
t62
awn
7
.wn
a
awn
AO
Rooh
110 MPH
iT-1a
idd
1Y-r
is-9'
1rr
n•-r
iCS'
Las
4•-0'
110NPH
1Y- -
N
m1v
1d-r
1z-r
1s-r
is-n•
t a-0•
1r-0•
1}-r
4m MPH
13's
is-0'
1 Tr
11's
la•-
.ti
15d'
4-9
17S
1 7S'
16.7'
1sS
11's
1a' s
14'-11'
9d'
1 d'
Z
17S
rd'
170 MPH
1 -
'-T
15-11'
11'-1'
r
tas
9d•
n•s
n• s
3•d•
as:
1z-r
17-r
ia-0-
12d•
12-T
B'-1a
ta•11'Y-0-
ISO MPN
la-0-
17-0'
17•T'
10-0•
lZd•
i2-r
d•S•
1a-5•
tad'
Sd
-,.4 --. 30'2aa5 - ]m 0
Wind
n weDpas--
Y "`3
Rae
--sa..
aAWcMd
n Roans
Cows
h &MOMd
3<x;
az
awn
R - -
awn
Ov.rbanpr
Roots
Reftlon
1&2
swn
]
apsn
a
span
1&2
span
7
span
{
span.
MPH
15-4.
14s
19S
la's
1sF
79.1'
1ZS••
1S-0'
iS-T
a'-0' -
110
120 MPH
14s
14s
-1Y-T
1r-0'
1C-0•
11'-r
1m MPH
14%T
14's
isd
19-1'
1Y_r
tsd
iss
10-r
lYs
17s
4's
H
14'-r
tad
16-r
1z-1a
1S-1a
IT-1'
t7s
it-r
Y-11'
'1m_MP
1Y-r
16'.1P
it-7-
12-
.--
IS.-
ia-f•-
tz-10'
fY-1-
7-10'
1a-10'
17-0'
17d'
fa•1P
17-0-
IT-W
17'-l0'
72s
3••T
150 MPH
10-ta
1r-0'
t7d'
+R
Ira•
'Yd'.
9.1'
11'.Y
tYs
T.S.
CAULKALL EXPOSED SCREW
HEADS & WASHERS
... .. .
FOR ROOFS:
ROOF PANEL
R
Al 0 x(I+irff)
1 S.M.S. W/
TABLES SECTION PER TAB Tl
1-1/4'0 FENDER WASHERS
'
SUPPORTING BEAM
@ 12' O.C. (LENGTH =
_
@ ROOF BEARING ELEMENT -
(SHOWN)AND 24.O.C.@ -
LNG ELEMENTS (S
IDE
__ - • � _. - _ JON-BEAR
weHa roors name s wlm a Loa u•r man T-m Tr. Nore: talY lad stopaP gale Ron 9rea width =mwn wMth awaOwBtha
Nahc -- 9.
WALLS)
)
t. Abvn tiobx Para alRroe r swlo 1 la, Maoa. AddlWmdal d¢d,xaf hart
wiEtC6 hi the ebov0 spans fortohibean seam Ipdgbtblanlae/D,aoa l06emn � 1. ADvse spare do col Muds lengae of knee biota Add hodzonbl Qatann framtryd9htmnnterol bmnbbeam
conlBClipf b the shwa swnsfabbl beam Swlls
i 5°"•^:'ay°a'•4'npolaaa. __( 2. Spansueybehtalpoht d. _ ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: 3' =1'-0-
r x r x 0.4w H,IImv
_
2-x ]• x 0.050'H,IIw
Tut
Lead
Width (R)
M-S
an1'/ Dending
W or de(I
cue '41
Lwd
Width (R)
Mac SPsn
1'/Ib.nefn
b'or d.Metlatl'd')
1 & 2 Spa,
3 Span
4 Swn
GNaever
1 b 2 Swn
3 awn
4 Spa.
CanHhvar
a
ss d
a'-0• d
a•-r b
VX d
4
6'-7- C
S-r d
rar b
1•d• d
5 '
sd• d
r-0• b
rs b
1•s .d
s
s-r a
r-0• b
r-1• b
1•-r a
6
5.40- d
6'-1a b
s-r b
1•-r a
6
5'A' d
6'd' 0.
6'-S b
1•- d
r
T
-r
s. a
-0•
s D
"_
6 b
r d
r-_
7
sd• d
s-r O
sd r b
r-r a
a
Sd' D
5.41• D
s's b
r-r d
0
S-r b
s-9• D
5•-r D
r-r d
9
d'-11- b
S-r b
5' D
T-V d
9
4'-10' b
5•s b
51r b
11-01 d
10
4'-9' b
S-0- b'
S-f- b
i•-0- d
40
4'J' 0
5'-r b
a41' b
0'-11• d
11
4'd- b
S-1• b
P•11• b
-a-11• d
/1
4'd• b
4•-1r 6
.1 b
.4" E
12
4•4• b
a'- a
1 b
4•s b
0.41• d
12
a'-3' D
d'd' b
4•-r b
a-Ir d
r x 4' x O.QW
H.fl_
Tdt
r x a• x 0.o4a's
0.100'
SeHMatlng
Beam
load
Width (R)
Yac Span
vl Mb
Wor&fteC..%n
Load
wroth (IL)
M_sPan1•llx.din
W.,d.itectlon'dt
1 &2 Span
3 Span
4 Swn GlNlerer
i a 2 span
a span
4 span
Cmt
{
W-V d
10-t• b
9d' b 1'd' d
4
9-4 d
1ZS d
1Z-2• D
1'-IV d
5
rd' d
N It- b
ds b 1' 4
1 ]
4s d
11'-S d
to -la b
1.40- d
6
Td' d
a'-r D
r-11• b rs d
6
ds a
Ica• D
s-n• b
rs a
7
s-10' C
r-r b
T-0• D d
7
d-1- d
9d' D
9-r b
1' • d
a
s-0• b
T-1• b
6-10' b I_ d
a
rd' d
a' -I; b
s-r b
T-r d
9
5-11' D
ss b
sd' 0 1'-0• E
9
d-0' b
d-7' b
1'1 0
t0
W-W b
sd• b
S-r b 1•s d
10
T-1• 0
r•11- b
Ts 0
11 d
11
SS b
s•1' D
s-tv D ro' a
it
sd` b
r-r D
r<• b
rs a
12
s-r D
S-ta b
S-r 0 1'-r d
12
dS D
TT D
TS b
rs d
rx5'xa.oW'xo.I00'S,I/Madn
a,=
rx6•x0.050.xa.120'SelfMadmassn,
-
Load
Wlltth R
( I
Mac Swn'L•r
ndin
b'or Nnn[tlen'dt
Losd
Width R
( )
Mac Swn.'VI
(bandingb•
or deRectlon'47
i&25 n
w
]3 n
w
q_
�`-'Pan
Nac
CanMeva
1&25 n
w
]S Pan
{a P•n
Mao.
CantOev.r
4
IZ-7' d-14'.1a
d
1Ss b
Zd• d
4
14'•1• d
fT S d
rd•
1 b
7-110 d
5
11'-r d
17-1a d
17S D
7-0' d
s_
17-1- d
16-1• 0
ISS b
7S d
6
10d• d
IZd• b
17d• b
2-r d
a
lZ4- d
IV' b
W4 b
2d' d
7
9-41- d
11.7 b
1r-0• D
7-0• d
7
Irs d
lr-r b
12-r b
Zs d
a
9-r d
10-11• D
tar b
1•-11• d
6
111:- d
tZs b
17-0- b
Zd' d
9
9-r d
tad• b
10s b
1•-11• d
9
tas b
11.41- b
I Fr D
FF d
10
d-s D
9.10 b
9's b
r-1a d
10
Ia-r D
1r-0• D
1a -ir D
z-r a
11
dS b
lr • b
9-l' b
1's d
11
9S b
10-10' b
1Os b
Z-1• d
12
e's b
d-IV b
W-W b
i•d• d
12
9'-T b
10S b
IV' D
r-1r d
Wind
Gwn sbu4laes
MonoSloped Rae
a-. Rax,P
&AM hed Covara
Glass b ModW. Roam
E-Issed
GA hang /
C.ryO,var
R,pbn
`&2
pm
]
span
4
awn
1&I
span
a
span
4
awn
:&2
pan
7
,W
4
wpm
AO -
Raga .
100MPR
7ss
21's
22-11•
1rF
21.40'
22.T
7fS
15S
III—
Ito MPH
ids
27-V
2Z-11-
iS-11•
tar
zrs
1Y-r
1rr
it-11.
{•s
1m MPH
1r$
zr-iv
2rs
iss
74S
2a•r
izA'
ISS•
Is".
CO'
127 MPH
I&W
21''
2r
1Ss
14s
19s
1Z-T
1Ss
Is"01
Ps
130 MPH
1S-t1•
2g'-1•
20s
_1PS
ids
fsta
i7'F
1d'-it'
1S3'
4•s
la MPH
12g
IS-T
iS-17•
its
15-r
/5'-77'
11'-2'
1Pd'
id•-T
P-0'
150 MPH
1Zd'
7S-T
15.11•
17s
1S-T
15.11'
1as
17s
1]'-11'
4'd•
'WIM
Own SoldR.s
Slaoan booms
Ghss&Modules Rooms
Overhang
MonoSlowd Roo/
&Anached Coven
Enclosed
Cantlieva
1)egion
]
a
+a2
]
4
7
a
All
pan
.p
apart
swn
awn
swn
span
sta2
wn
span
swn
Rooh
f00 MPH
27'd'
27'-10'
Z;r-0-
tad'
2rA'
21'-il'
15'-1'
iTA'
16'-r
4'fr
no MPH
zrd•
zr-1o•
z3•s
1es
za-tr
zax
17-a
is<•
la•-lo•
ss
120 MPH
2a-0-
2zs
21'- - n
lr S
146
1d-lo•
tz s
1}_Ir
1 rd•
a• -0
f2l MPX
14s
21'-10'
7s-n•
Ida•
1rS
1}d•
1}-r
a•-0'
13o MPH
Ids
za-r
ds
17r
1_
IS-I.-
S-I
s1•
r-• 1 9
td-3'
fl'-r
f2-i l'
1 7S
a•s
140 MPH
17d•
1}.9'
1 YS
f2d-
1rs
1 - Sr
ma•
n•s
lyd•
ad•
150 MPH
12d'
13's
13'-3'
171
13'4r
1}s
9S
lad'
lad-
3'-11-
op.. Simcboe.
NonoSl dRoot
Stx.en Rooms
DAhomd cea.n
Ghsa&NeduhfiR-9
Eeldosa
mang/whld
OoverRa
bn9
1b2
3
a
1a3
7
4
swn
i82
pan
]Anpanwnpanswn
spanohtoo
MPN
2d'lt'
2T-11'
2Ts
23AV
2ds
25s
ids
2a-tasits
MPx1s-r
19ss1mMPH
23'-1P
26S
25-9'
20-5
22-1a
2Z-r
I4's
1Td''(r123
MPH
zz-tr
zr-7'
za•s
14-1v
zz-r
zrs
lr<•
1s-0'sI3oMPH
zrd
Z7-r
2z-lv
lw-w-1P
za--
I7•-r
1s-rs
1d0 NPH
14'S
isd
1S-T
1{'S
1s-r
it-r
ird•
u•.r
Irs
4•s
IWMPH
ta'S
1sd
15-r
74'-S
16-7
1S-r
11'-r
17d
17-9'
4'd'
Wind
Own SDuclu,ss
Mon,41 dROOI
So Rooms
&Afhehed Cavan
of.. a Modular Rooms
EnelosM
M mang!
'Camlevar
Rogiw
762
awn
3
wpm
4
awn
142
epsn
3
awn
{
span
f62
awn
]
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a
awn
All
RMIS
100 MPH
2YS
zs-r
zsd'
zza
za•-ir
zs-r
irs
t4s
tsAw
as
110 MPH
23S
zs-r
zss
zas
zz-1r
zzr
tsa•
1s-0'
irs
a's
INMPH
?Z-r
2{'-
21'-0•
zar
1Y s
1sd•
1s-1 v
as
m MPH
zr-s
z3•-1r
zY-r
1ss
zed•
zaa-
17s
1a•-1r
1a•s
a•d-
770MPx
14S
2r-1• 1
21W
irs-
14s
1d-10'
1rd•
ta'-r
13's
4'd-
I40MPH
17s
1S•1'
/4=T
13's
IS-r
1a'-r
n•-r
ir3'
izs
a•-0'
15D MPN
IYs
15.1'_--14'-r
13's
15.1'
10'-r
lad'
17d'
11'-0•
d's
Wind
T
o Its -----
Iruclurea w
M. 43I.ivdRoo1
---
Sueen Rooms
dAlhched Coven
Ghss & M ocular Raoma
Enclosed
Overllangl
Gntlleva
Region
ld2
span
a
span
{
awn
162
swn
]
swn
{
swn
7&2*--2
awn
An
R-Is
PH
d'-0'110
MPH
120 MPH
26'-11-
25'8'
3a-1•s-r
2s-9
2T-9
2t'-11'
2d'-7'
2}9
15'-a'4's123
a'-0•
MPH
24•d•
2r-r
2sd•
21'-0'
2Y-11•
27'-1'
ISS
'woIM
MPH
22S
24-5
za•-r
za-r
zzs
zrs
14•-r
sd•
IQ MPN
IS-r
Irs
is -fa
1s'-r
irs•
is-ta
1}$'
1SJ'
fa'd'
4'-0'
MPH
Not,
Not
IS-?-1rS'
1s-10'
15'-r
1T-S
16-1a
12d-
IW-r
13'.9'
4'.T
otai roof Panel width =mom width . wall width • -d,.v
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& FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHI- -
1ATTACHED &FREESTANDING COVERS AND UTILITY SHEDS I SECTION 2 ]ATTACHED &FREESTANDING COVERS AND UTILITY SECTION 2 j
' SECTION 7 SOLID ROOF PANEL PRODUCTS
t 7 ALUMINUMIST'cEl COLUhINableli3? Schedule of Post to Beam Size and Number of Thru-Bolts Required
t" AluMnum Alley 6063 Td _
77 CHANNEL a.- Mlwnum s T1mSolh LaD.x' Minimum Mbimum s I ASTENERS (PER TABLE 2-3) PAN ROOF PANEL - - - - -- - - - - - {
JCHORS (SEE SECTION 9) (SEE SECTION 9 FOR sh. Prot so-. 1rr • 7!a'• Knfw enc.• Knee Brace sec - In
_ CONNECTIONS) Hollow Sectlow ROOF PANEL EXISTING TRUSS OR RAFTER
?' CONCRETEANCHORS _ rxrxo.050HoaowTL r: r. a044•a 2- _ rxrxaaa• p)sa Cl� ¢ (SEE SECTION 7)
:RETE SLAB OR FOOTING - r x r4 o. 4 sreo ) `: _
(SEE SECTIONS) ..050'Fbbw r;ZrkDA4S ib0ow T - 2'[rxa050' (3)&e / _>-f.: _-- - ^� FORMED (LASHING BI
r.3�I a170.Ssmp POST TO CONChETE CONNECTION' tTjl /.� : ANCHOR PER DETAIL FOR PAP' ROOF PANEL
s.nMaw e.am+ '
INTERNAL OR EXTERNAL RECEIVING CHANNEL xoo3sxo.100 7 a3'X0M 2 rx3-.o.osv 68 OR COMPOSITE PANEL
-is ._� - _ - rxrxo.osv as
SCALE 3' 1'-0• ®
x0. xalm - rxr.0.05v sfo BEAMS MAYBE ANGLED FOR / - ?A4 FOR NUMBER OF BOLTS AND (2)AI0xI IZS.M.S. OR (1 f' - z -'1
r.rxooss-.a120• r.r.0.093• 3 2 rx4-x0.050• Rta ® SEE TABLES FOR BEAM 52E _ CaAB�FRAME SIZE OF POST TABLE 2.3)' WOOD SCREW PER RAFTER
- Y[rs0.O33S[O.tm• ri 7.0.04r 7 2 7xa'x0.050' (])Ma >< - {. OR TRUSS TAIL
vd hssoe - ,u P'
rx6•x&07rxoMC 3•. r. 0.09r a 2 rxa•x01W 012 ® COLUMN NOTCHED TO SUIT ��
t ALUMINUM/STEEL COLUMN ._ rxg•x B.oTrstime rxrxai2r 4 3 2'xCxMO5(r s14 ® ® ® BEAM AND POST SIZES ALTERNATE: �...
l
(SEE TABLES SECTION 2) SCREW
x 314• S.M.S. OR WOOD
• rx9'x0.06r[0.705 rx7s0.12S { 3 r[{'[0.050' 914
SCREW SPACED 12.O.C.
2'x2• TO ORWALL GREATER
r:7v:a.arrx0.369' 4•x Y[o.12S a 4 Tsa•[aoso• 4)•14 --_ ---- @ SCREW otOx('C+12�'
ICHORS (SEE SECTION 9) EQUAL TO OR GREATER THAN 17Mm1nDtmm &U-bo0,h(2) G 0 18 1-iREW00x WAlt2T
_ COLUMN WALL -: M1nfw M PoWbiam oW be lased w mmham knr. bun -INTERNAL ANGLE OR U-CUP CONNECTION EXISTING FASCIA
RETE SLAB OR FOOTING ? _ CONCRETEANCHORS "FashnaA eabmM screws er clipa•5«Datr- .. START OR END SIDE NOTCH POST TO BEAM CONNECTION
SHEF
(SEE SECTION 9) OF BEAM SPAN SCALE 3' =1-0'
• -" COLUMN CENTER OF POST AND BEAM (PER
POST TO CONCRETE CONNECTION - NEE BRACE GTH BRACE
BEAMS MAYBE ANGLED FOR - - - - - - - - - - TABLES)
INTERNAL OR EXTERNAL ANGLE CLIPS / 2 x 3 x 0 050' MINIMUM KNEE! GABLED FRAME y j
. SCALE _ 3'=P-0• ® I �- ABLE.23�"�'. �d (SEE SECTIONL7)
ATTACHMENT DETAILS . j KNEE BRACE REQUIRED IF ®� , CON RA > t'AL•TERNATE MOBILE HOMEiF,L�A8HINki
EEC- O
AWN REQUIRE DIAGONAL ALUM COLUMN POST NOT SET IN CONCRETE COLUMNAND gEAh�W
_ FOOTING ® g5o �cHANNEL )L 1ar4'x1�/4xD.a53 - --- -- - FORTFOURTH[WALLSCONSTiRUCTIO14
BRACING FOR - , r - AJ RECEIVING CHANNEL THRU
REESTANDING COVERS \ ,tNTERiN EXTRUDED KNEE BRACE NOT REQUIRED / CHANN£1-� GU3r-r� A-di� II BOLTED TO POST W/THRU I ® - ANCHOR PER DETA)L FOR PM; COMPOS(TE'ROOF PANELS!
ALUMINUM BASEORB -' OR COMPOSITE PANEL
FOR ATTACHED STRUCTURES FASTEN W[TH S;M.S T EAC SCALE.^3'=1'-0
WRMED-CLiPwLTNWAti. 1 - BOLTS23 FORSIDE SEAM
NUMBER _
DSION RESISTIVE STEEL � N4D ROOF PROJECTION FROM CONNECTION FOIN7"` •SEE TABLE 2S FOR NUMBER I
4lJ,AL TO OR GR TER HOST LESS THAN 2Q TABLE 23). ( I _ FOR NUMBER OF BOLTS AND ji INSTALLATION INSTRUCTIONS:
tU BOLT PER SCHEDULE ST.WALL ` --' - � � OF BOLTS) I ® SIZE OF POST (SEE TABLE 2.3)I
BETE SLAB OR FOOTING CONCRETE ANCHORS (SEE - ) ® - A. PLACE (2) BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING.
SECTION 9) _ - F- BEAM AND POST SIZES B.-SLIDE I' TAB AT TOP OF HEADER UNDER DRIP EDGE. DO NOT PUSH DRIP EDGE UP.
(SEE TABLES SECTION 2) DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF R
POST TO CONCRETE CONNECTION KNEE BRACE TO POST DETAIL IL BEAM PERPENDICULAR TO_ROO � I COLUMN NOTCHED TO SUIT
C. FASTEN HEADER TO FASCIA BOARD WfTH d10 X I' S @ G O.C. STAGGERED
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
TOP AND BOTTOM (SEE DETAIL ABOVE)
SCALE. 3• =1-W CENTER NOTCH POST TO BEAM CONNECTION
D. PLACE COMPOSITE ROOF PANEL INTO HEADER ACH 4TH WALL PO$T AND
SCALE: 3' = T-W BEAM SYSTEM ONLY. DO NOT ATTACH TO HEADER. ER IS ED AS FLAS NG
ONLY.
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