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By
SEPTEMBER 1987
TREASYJRE COAST CHAPTER, INC
OF THE ALUMINUM ASSOCIATION
OF FLORIDA
PREPARED BY: --- — ---- — —=
-- - --- HASH ENGINEERING, INC.
------ 810--SATURN
JUPITER, FLORIDA 33477
I
a
ROOF PAN (ALLOY 3003 H-16)
PAN THICKNESS
SX
MAX: SPAN O WIND
VELOCITIES SHOWN
1J5• PAN W/.02 CLEAT
100MPH
110MPH
120MPH
T o]2 1.75•
r )
T
.032
.2JBIn?
10'
I
1z.
CLEAT ALTERNATIVES FOR 1-3/4" PAN
T-BAR i-.o5o —T "
I�
.032
11'
I�
T-BAR T=050 -U.
.032
11'
L
EXTRUDED 'Y
2CLEAT T-.o6o —
T-1
.032
13,
u
ROOF PAN (ALLOY 3003 H-16)
PAN THICKNESS
S.
MAX.
VELOCITIES
SPAN O
SHOWN
WIND
r wmnaalwc P.wa
T.vW666 l
.024
.450in3
100MPH
11OMPH
120MPH
13'-4'
I 12-
.032
.608in3
IS.-6"
r wnaaacNc PAN¢
1
.032
.346in3
11'-O"
I 12• I
I NOTE: I NOTE: I
Q°� r
I I 1'x2' OPEN BACK 2'x2' PATIO BEAM
ALLOY 6063-T5� ALLOY 6063-TS
�II —zoo-
.ore I A =0.233inz — --- A =0.4121n'
--- --- -I oo• WF=0.280N/L.F. WT-0.494#XF.
=0.14251n I =0.21331n
J Sx =0.1425Ins I S.
=0.2133ins
I I
SPACING AND SPAN TABLES SPACING AND SPAN TABLES
SPACING
SCREEN ROOF
78 PER S.F.
SCREEN WALL
10# PER S.F.
SOUR WALL
25k PER S.F.
SOLID ROOF
30B PER S.F.
3'
8'-6'
7'-4"
4'-6"
4'-0'
4'
7'-4-
6'-2"
3'-10"
3'-6"
5'
6'-7"
5'-2' .
3'-6'
3'-2'
6
6'-0'
5'-0"
3'-2"
2'-10'
7'
5'-6"
4'-8'
2'-11"
2'-8'
8'
5'-2'
4'-4'
2'-9'
2'-6'
9'
4'-10'
4'-2'
2'-6'
2'-4"
10'
4'-8"
3'-10-
2'-5-
2--3-
SPACING
SCREEN ROOF
7Q PER S.F.
SCREEN WALL
10# PER S.F.
SOLID WALL
25/ PER S.F.
SOLID ROOF
308 PER S.F.
3'
10'-5'
8'-8"
5'-6'
5'-0'
4'
9'-0"
7'-6'
4'-9'
4'-4-
5.
B'-0'
6'-9'
4'-3"
3'-10'
6'
7'-4'
6'-2'
3'-10"
3'-6'
7'
6'-10"
5'-8'
N-8'
3'-4"
8'
6'-4"
5'-4"
3'-4'
3'-0"
9'
6'-0"
5'-0'
3'-2'
2'-11"
10'
5'-8'
4'-9'
3'-0"
2'-9"
PANS MAY OVERHANG 1/3 OF SIMPLE SPAN. SPANS MAY BE INCREASED PANS MAY OVERHANG 1/3 OF SIMPLE SPAN. SPANS MAY BE INCREASED
2% FOR EACH 12" OF OVERHANG UP TO 3'-0 CONSULT AN ENGINEER 2% FOR EACH 12' OF OVERHANG UP TO 3'-0". CONSULT AN ENGINEER
FOR GREATER OVERHANG. FOR GREATER OVERHANG.
CLEATED ROOF PANS INTERLOCKING ROOF PANS 1 "x2" OPEN BACK 2"x2" PATIO BEAM
L .050 6Ap i.W
2"x3" PATIO BEAM ! 2'x4' SELF MATING BEAM 2"x6' SELF MATING BEAM 2'x7" SELF MATING BEAM
ALLOY 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-76
Fr-
.�zo WALL =.050A = O.65inFLANGE =.120 . zoo-
I6o-- —_—_— —_—__ — WT=0.78#/L.F. zao•—_—___——_____— — 2 _—_--_I__—___ z
I=0.741inr I A =0.950ir2 om A=1.396in oea T A-1.782in
Rx=1.068in WT=1.14#/L.F. L �' WF=1.67j/L.F. L r' WT=2.14#/LF.
Sb=0.4359H' 1-2.451rP I=8.461n' I =17.1391rP
Sx = 0.57id I Sx =1.25irt' Sx = 2.821.? Sx = 4.890
I I
SPACING AND SPAN TABLES SPACING AND SPAN TABLES SPACING AND SPAN TABLES SPACING AND SPAN TABLES
SPACING
SCREEN ROOF
78 PER S.F.
SCREEN WALL
10y PER S.F.
SOLID WALL
25Q PER S.F.
SOLID ROOF
308 PER S.F.
3'
16'-5"
13•-9'
4'
14'-3'
IV-11'
7'-6"
6'-11"
5'
12'-9"
10'-8'
6'-9'
6'-2"
6'
11'-8'
9'-9"
6'-2'
5'-7"
7'
10'-9'
9'-1'
5'-8"
5'-2"
8'-5"
5'-4'
4'-10"
9'
9'-6'
7'-11'
S'-0'
4'-7"
10'
W-1"
7'-6"
4'-9'
4'-4-
SPACING
SCREEN ROPOF
7# PER S.F.
SCREEN WALL
10q PER S.F.
SOLID WALL
25/ PER S.F.
SOLID ROOF
308 PER S.F.
3'
25'-0"
20'-11'
13'-3'
12'-0'
.4'
21'-8'
18'-1"
11'-5"
10,-5'
5'
19'-4'
16'-2'
10'-3'
9'-4"
6'
17'-8'
14•-9"
9'_4"
7'
16'-4'
13'-B"
8'-8'
8'
15'-3"
12'-10'
8'-0"
7'-4"
9'
14'-4'
12'-0"
7'-8'
7'-0'
10'
13'-8"
11'-5'
7'-3'
SPACING
SCREEN ROOF
7p PER S.F.
SCREEN WALL
10# PER S.F.
SOUD WALL
25g PER S.F.
SOLID ROOF
30p PER S.F.
3'
37'-10'
31'-8'
20'-0'
18'-3"
4'
32'-9'
27'-5'
17'-4"
15'-10'
5'
29'-4'
24'-6'
15'-6'
14'-2'
6'
26'-9'
22'-5'
14'-2"
12'-11"
7'
24'-9'
20'-B'
13'-1'
12'-0'
e'
23'-2"
19'-5•
12'-3"
11'-2•
9'
21'-10'
18 -3'_ - _ _
__—17'-6'—
70'-6" _
-- 10'
2O,-9'
17'-4"
10--0'
SPACING
SCREEN ROOF
7# PER S.F.
SCREEN WALL
10# PER S.F.
SOLID WALL
250 PER S.F.
SOLID ROOF
30B PER S.F.
3'
49'-4"
41'-4"
26'-2'
23'-10'
4'
42'-9'
35'-9"
22'-B'
20'-8"
5'
38'-3'
32'-0"
20'-3'
18'-5'
6'
35'-0'
29'-2'
18'-5"
16'-10"
7'
32'-4'
27'-0'
17'-1'
15'-7'
8'
30'-3'
25'-3'
16'-0'- -
- 14'-7"
9'
28'-6"
23'-10'
15'-0"
13'-9'
10'
27'-0'
22'-8'
14'-4-
13'-0'
2"x3" PATIO BEAM 2"x4" SELF MATING BEAM 2"x6" SELF MATING BEAM 2"x7" SELF MATING BEAM
DATE BY DESCRIPTION TREASURE COAST CHAPTER, INC, I \ DRAWN COMP70N SNEET
OF THE ALUMINUM ASSOCIATION I \ ALUMINUM CONSTRUCTION CHECKW NASH
SCALE NT.S.
OF FLORIDA rN ERING IN DETAILS 9 ,����
/r II. II \`. DATE SEPTEMBER 1987
REVISIONS 810 SATURN ST.. SUITE 16 JI.P'ITER FL. 33477 (3D5)747-7254 JOB NO. 87-031 SEAL OF FIVE SIEETS
leasnw•m sm w lasw.c,m
To •!r a almuw 1>asn ou
SLAB ON GRADE
ALUMINUM SCREEN ROOMS, GLASS ROOMS, PATIO COVERS AND CARPORTS
moe 0[.,1Y owroax• Pon . BLW 91PP011T
tuE euY
osn PMa
SPM
6
ALUMINUM
ROOF PANELS
FOR
Atl
SPANS
SEE
APPOPRIATE
TABLE
Plw.[rnox
✓�
ROO/ PM6
>oM
S
rou
•llAO, ro U15nle bLlf010
TYPICAL PAN TO
WALL CONNECTION
TYPICAL PAN TO
BEAM CONNECTION p(1Ig1p�y a
r IIOOi PM eIIM[ fael 3[LIIW
yp��I/x•�Ya RTW
GOI IS P.
v a i]��'`s...e
sm utnwuY cone aenell
Rene ra vPaal PAarawos
_— WT WLLYM • Pt701R
—1-1/.• TBN —T ne-.18• YPE YE91
_-- r
VMW BM.E
— r.r era L osuvee¢o nu
•/1-]e Sort
iauu MA nii "� ro
CONTINUOUS WALL FOOTING
FOR ALUMINUM ENCLOSURES WITH SOLID ALUMINUM ROOFS
BEAM SIZE
MAXIMUM CLEAR BEAM SPANS CONT.
AND SHAPE
EDGE BEAM FOR ROOF SPANS BELOW
TYPICAL POST SIZE &
NO. OF BASE ANCHORS
10'
12'
14'
15'
16'
ru•.o.d
r-td
i-a•
r-d
r-n•
a'-td
r.n.ow' rosy
I I rr..oed
r-.•
r-Ir
r-.•
a•-r
s•-r
S�J
MO POeT
rnu• 1]A Moan
tSaY.oaa•
!'-e'
a'-d
i-•'
.-e
1'-Y
I—"1, .r1
L���
r.r
sY. IrAII
ro-a•
r-,•
r-r
r-r
r-o•
rur and a
,y�
Yd PORE •/IRI. 6
LLL 0Cu i/asGT
l7d
tl'-d
td-,•
r-r
r-r
]-.Tr BOI.Te (W7
]].�
"-.w ea s
I� Sul
,Y-Y
tr-r
It'-r
tr-Y
td-?
sr
x1Y
]d-d
td-r
'T-T
te'-r
's-r
rw POST .Na O'
SY BC,YI
]-r3 MOai •eLR
lxa• Mt]teli B0.1a
SQ1 sY. mu w/]Ismr
za'-••
ad-,d
+r-a•
Ie•-r
Ie•-o•
]'.Y
fT-r
ta'-d
ti-td
11'-r
11'-d
�-' I ocw Mjsrur
tr-r
a-r
IY-r
's-r
,r-r
- -
.m.
I BCeY r/a1,M
xd-d
,r-,•
,r-,d
u•-r
m•-r
re•
,o/lo ,loam ru frtvl
N •.roc
oa
\\/ cowrsrm ro aoa
amnm owsn nu
( rNim MM
\\/r—
Poor
r
RAISED SLAB
WITH 8' GONG. BLOCK FOR ALUMINUM SCREEN ROOMS, GLASS ROOMS AND PATIO COVERS
SUPER GUTTER
ALLOY 6063-T6
A =1.20W
WT=1.44(//,..F.
1 =3.9461n
Sx =1.9731n'
and n.oc
fO,MECTaI ro e[ M SP[M
POaf • VMIOYs SP.1010 Tf-
SPAN TABLE - FOR SUPER GUTTER AS EDGE BEAM
VARIOUS SPANS OF PAN ROOF A
8'
10'
12'
14'
16'
GUTTER/EDGE BEAM
SPAN B
13'-9'
12'-4-
11'-3'
CARPORT EDGE BEAM & POST SPAN TABLE C-1
(ATTACHED) (ATTACHED ROOFS ONLY)
DATE BY DESCRIPTION TREASURE COAST CRAP-TER,-IN-C. - _ _\
OF THE ALUMINUM ASSOCIATION II 1
OF FLORIDA EN IN FRINC
REVISIONS 810 SATU2N ST.. SUITE 16 3UPITER FL. 33477
SUPER GUTTER AS EDGE BEAM
SPAN TABLE C-2
A L-U M I N-U-M_C_0 N-S
DETAILS
tr
La-
� I
I I
I I
v. we
— PAMXe t1.sE
wn
wa
WOTmeee
�;71IpMo J
r �uMc
PIER TYPE FOOTING
ad-r YAC
PLAN
tr 1R•
�KYLL PMS I "' -I
Po yXerl�¢MSMs
J PM e .roar smc
smn ma en"I Cp19,LT dml¢n .•,N ma Sul
TYPICAL
NOTE: FOR BEAM & POST SIZING CONSULT ENGINEER
SEE THIS SHEET, CARPORT (ATTACHED), FOR DETAILS
CARPORT
(FREE - STANDING)
DRAWN COMPTON { SHEET
ON SSASH
_SCALE
NT.S. 9
DOTE SEPTEMBER 1987
"NO- 87-031 SEAL OF FIVE SHEETS
TYPICAL POST CONNECTIONS
-- 1 PExn M tnm L.tC MT �pwLOxO l tG Ban
YIK CASiM Bu.xi �S/ I/w u dMMEL ■n'
�x-�• �S I/P OA TMI-eaT
I I I I
I I I I
I I I I
I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I
I I
I I
I I
I I
I I Au,u
.•uu usr ems
—xmro x��sus
NOTE: ANGLES MAY HAVE 1 LEG INSIDE POST
TYPICAL POST CONNECTIONS
�vur°1°F'osrr iom I.w can —�
AIItIL Arr1E Ydn/e• -- '
a/r wswxr .txaars—
wtoert
NOTE: ANGLES MAY HAVE 1 LEG INSIDE POST
TOP VIEW
--
cw•w / exui
.term
A
rY
I([i
aRraR ,VRMs
S
f
9
e
k
3
SE[ T/ S l 1A s m
sec1,•I Fm sort smw
Zz
SCREE IING u.va,T vozr Yet' Y.n-
HOW! vuats Yd txtxa Taar�r aea T�SO1ro Fo1
uuu aoe sccnax ssase
Y�
�: r b tANOIPI it >�
SIDE END ELEVATION
samwc
rr tmr —
Yd.a0.Y n+acs a Iu
F0x19 UNBU E.WS
i'd 2.a fAn101m ro allE.
_
n/� utwat can • s• o�
GOI IPI BaT
- - - - -
tir as xn m ro oesXio
vwsw rnd • x+'ac
/V
RAFTER
BEAM
+
coxxen u txtua¢ ro mtFrttt
y.•y ./,
om io %.-�m+%Y
•/x-,/r um
�o2�M ,cu�i ,u�i.s
Bmx �s
SCREEN ROOM SCREEN ROOM POOL ENCLOSURE POOL ENCLOSURE
(UNDER WOOD ROOF) (UNDER WOOD ROOF) (TYPICAL) (CONNECTION TYPICALS)
uc xa • mrox saes �
• 00TIat •+r >c Orr.) ++ Ydcar a iAtmtm ro
eult .��-nmu• sus
+ + + + + +
+ +
BEAM t
+ BEAM
7l; . ff QAY ■M
rnr.aW u vote Fsstn•n
fm➢1
wm nrSat. vtv xrvrn a
o-w su caters rax am-r.
1.
•• ro m Y/naOA`YnILS r N cn
mTot TBP • eeROt a mitt
■/w sus •+Y a.
MAIN
BEAM
.oTot tmr ro amtc tu.
Yd POST
a '�ct"t'vM°1Lvv +•.sroui�i�'F�si
• atw nF.u1�1-/IB sus u
saE • ro
Yd FATO1kD ro rmi ■/x-nfMA' Sai
amT a x tu■ axrrtcnot.
ux .- I�a Lnsus ■am so
Yd Fas,olm ro rost ./x-/IM.n' 4Y.S
■/nmx sus • xr ae
gl�a■IDK fOSt
ad rosr
saexx•Ia
I
■Y%jii ii+�x•o16 rw1
+4
MAIN E+++
+BEAM +
xma vmT ro Iemvx rwr a>affr
UAI
Yd vsI
1'd 0.6 Fsttdm ro F•sr r/}-/Iona• SY.s
•Yr na FI51Dm ro Yd ■//IMA' SILS • fr as
rd FASTpItD ro tu. r/R-narA•
al X BI fY1MlCIIO1.
+-/10 sue WIM fmLS
fxsrcemt
lxxeu•w
r �,I/twot�• ro enr
MAIM +
BEAM + + r'd IAIIFIiD ro 1'OSi ■/i-nM.r sot
r
+ I + r'1 + + rd al fAniD®ro Yd ./ hl.n' sus • N' O.a
Fw1;,o®ro I.A. rR-ns,x sua
+ I,
xmo, rmr ro r[an. trw, GABLE ROOF
r.r ra■r sa¢o•m
BEAM SIZE
MAXIMUM CLEAR SPAN FOR SCREENED ROOF BEAMS • VARIOUS SPACING
+'-B` c-c
r-r o-c
n•-r o-c
r-r o-e
r-e• o-t
r-r ac
r-r o-e
r-r o-c
2'x4' S.M. BEAM
21'-8'
19'-4'
18'-6'
17'-8'
17'-0'
16'-4'
IV-10
15'-3'
2'.4' S.M. BEAM
W/ INSERT
25'-5'
22'-9'
21'-9'
20'-9'
26'-0'
19'-3'
18'-B'
18'-0'
2'x6' S.M. BEAM
II�SQ
32'-9'
29'-4'
28'-0'
26'-9'
W-9'
24'-9'
24'-0'
23'-2'
2'x7' S.M. BEAM
42'-9'
38'-3'
36'-7'
35'-0'
33'-8'
32'-4'
31'-4'
30'-3'
2'x7' S.M. BEAM
W/ INSERT
a.w
49'-2'
44'-0'
42'-0'
40'-2'
38'-8'
37'-2'
36'-Q'
34'-9'
J%7' 1 BEAM
W//GSNAP
.aw
25'-10'
25'-0'
24'-3'
23'-7'
23'-0'
22'-5'
21'-11'
21'-5'
3'x7' 1 BEAM
SNAP
G�a14
34'-10'
31'-1'
29'-10'
28'-6'
27'-5'
26'-4'
25'-5'
'24'-B'
4'x8' I BEAM
_W�SN _
42-10= _38'-4-T
J8 =8•-
35'=0�
33'-9'
J2•_5•
-31'_5•__
30'-4'
NOTE: THIS TABLE OS BASED ON:
WINDLOAD OF 120 MPH
LIVELOAD e 7 LBS/Sa FT.
SCREEN MESH 18x14
POOL ENCLOSURE POOL ENCLOSURE I POOL ENCLOSURE SCREEN ROOF BEAM - SPAN TABLE S-1
(CONNECTION TYPICALS) (POST TO BEAM TYPICALS) (POST TO BEAM TYPICALS)
7EIBY DESCRIPTION TREASURE COAST CHAPTER, INC. + DRAWN COMPTON MET
\ CIIECI�D NASH
OF THE ALUMINUM ASSOCIATION �I ALUMINUM CONSTRUCTION
WAU
OF FLORIDA ENIN RING IN DETAILS NT S.F/
SEPTEMBER 198
REVISIONS _ 810 SATURN ST., SUITE 16 3J1PITER FL. 33477 (305)747-7254 '=NQ 87-031 WAL OF FIVE 96M
I
/.- ow.x- 1Aw . a•• ac
a//lw- sus u. 000:rcllal /
wOeaE WIUeaMO
SOEFr1 ROV euw
Ydn L
Lx1uaAL a w1owAL
q1 aID GCN Shc. ,' 'd�mxe' t alPf
v/•-p S GCI w9aE mm1I i r�Aw eo+Ea Iwa sal
9RE.�S l�.eee
SUPER GUTTER - FASCIA ATTACHMENT
(-CANTED- FASCIA TYPICAL)
pm /Y SuS..,Y ac 1 I�yp� �•� ag
f�•fEIUUIF �GR •' La10
wouE omeuxe
Sdferl ROa eUY
fASaA
+
x uc an a•• o.c
LxIrmIAL art wmaAL v owom 'iuol vos ewl
a Ydn Las ua �E
v/o-p S FAOI ANaE c �,wuas mlluotR
SUPER GUTTER - FASCIA ATTACHMENT
(-PLUMB- FASCIA TYPICAL)
roru IlXGIx v
�- sAwoa vru zrsrw m r owaAwn
SUPER GUTTER r 2'x6' S.M.B. SUPER GUTTER r 2'x7' S.M.B.
ALLOY 6063-T6 I Ta'o ALLOY 6063-T6 I ALLOY 6063-T6 I T -� ALLOY 6063-T6
A =1.201na r , A =1.3961na r A =1.20ina r , A =1.7821r2 r
Wi=1.44y�F. I e WT-1.67A/LF. WT=1.448/�.F. I WTm 2.14�/L.F.
I ^J.9461na L. 1 =8.461n I =3.946ina L I 1 =17.13QIr J Sx=1.973In Sx =2.B2Irlr Sx =1.97Jin J Sx=4.891
L_ e J L 4• J I-",
COMBINATION Sx = 4.801ne COMBINATION Sx 6.871n3
V1 lr MT eM . FA BW1 'b /r MT eAll • u B[Aw
tF-SYS • r e.0 rAS I, v/pn/Y sY.i • r ae
o —MnT vuuI/•• sIm can nw1 ear .A-1/•VAx,eee WIMS'A'PY19 9' YNegle SPANe g
SPAN TABLE - FOR COMBINATION - SUPER GUTTER + 2'x6' S.M.B. SPAN TABLE - FOR COMBINATION - SUPER GUTTER = 2'x7' S.M.B.
VARIOUS SPANS OF VARIOUS SPANS OF SCREEN ROOFS 'B' VARIOUS SPANS OF VARIOUS SPANS OF SCREEN ROOFS 'B'
ROOF PANS 'A' 18' 20' 1 22' 24' 26' 28' 30, 32' 34' 36' 38' 40' 42' ROOF PANS 'A' 18' 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 4(
4'-0' M-e• Iv-Ir 1W-e IV -IV Ir_r 17-IT lr-0 17-1• Ir-r le-r lr-r lr-,e 'e- 4'-0' xr-r iT-r V-r a'-r V-o• T•-e• W-r xr-e tr-r Ir-r ,o-r 19-
6'-0' IT-1- It-r tr-r Ir-r IT-Ir Ir-r It-r Ir-Ir IV-r IV-4- Ir-r I -IT le-r 6'-0' xT-r i,•b• 9•-r w-r I w-r ,W-r Ir-e• Ir-e IT-r tr-r Ir-r I
Ir-r Ir-r Ir-Y le-e Ir-W tr-r W-Y - 'e- a•-r le-r 11-r Ir-Ir 8'-0' ffi-Y O'-n' IW-r IW-r ,r-tr Ir-r tr-r Ir-Ir Ir-r Ir-r Ir-r
10'-O' W-o• Ir-e• Ir-r IT-r 14'-r - le-r le-r IT-Ir Ir-r Ir-r IS -a• IS-1. 10'-0' Ir-,r Ir-r Ie-r I,— Ir-9- Ir-4• Ir-I• 1e•-1r Ir-r Ie•-, n•-r Ir-
12'-0' 14'-IV a-Y W-4• 14'-2• le-e IV-.' IX-' IX-e Ir-r IT-r Ir-IT Ir-e 12--e 12'-0" W-r ,r-r In. Ir-Ir Ir-r Ir-r Ir-r Iv T IT-Ir Ir-r Ir-Y W.
14'-0' W-W ,r-Ir Is— tr-e• tr-e' IS-r —'. Ir-Ir IY-r Ir-e' I, 1, Ir-r 14'-0" Ir-r W-r Ir-r Ir-W Ir-Ir e'-Y Ir-r Ir-r Ir-1' a-11' a-r
CARRIER BEAM - SPAN TABLE S-2 CARRIER BEAM - SPAN TABLE S-3
(SUPER GUTTER & 2'x6' S.M.B.) (SUPER GUTTER h 2'x7' S.B.M.)
CONVERSION DETAIL ONE
r msmv Yd Caulw
II•---II�Y _
r .aer .— T 1 2'x7' SELF MATING BEAM
li
WITH I NSERT
oro ALLOY 6063-T6
•
I
iI
II
II
II
11
i i
�Y
II
II
1/Y RYYGee � �
TA I • aAva I I
®µ
Rama
I
III
nIr
n•
TO CONVERT EXISTING SCREEN ROOM
TO GLASS ENCLOSURE. ADD ALUMINUM
HAT CHANNEL (A.A.F.-1) TO EXISTING
COLUMN, FROM HEADER TO BASE.
In'
xm
A =2.501 S.I.
WT=2.93//L F.
Sx=6.3511?
SPACING AND SPAN TABLES
vleor mA1E
I I i i I �S . Arua ro oezlaa aP,nwoµ�x' PaOf PAMF15 m r-uP ROQ ^-
I I i i � � � � no sus . x•• ac
TYPICAL PAN TO
r�,{{'.• WALL CONNECTION
/';{ �� TYPICAL PAN TO CONVERSION DETAIL TWO
I I I I �l%��� BEAM CONNECTION -
I�f] I i I 4Y� Y AWw. IMOr P.vE13 MUR Na 41Td�
{pylq' 1/Y �iex. RIw
I/4' ARYL PH I 1 � 1 I I '-'11T —�
1/4• To e/r vAa. i 1/e ro a/e' Ian amo
AIO lA0 r 1•,1-,/rin' IEmHG OININ¢
WE ei PNl n S1La
I/e T-ear i I i wl4 rcorcssss rn�owl� I• I TO CNVERT E%ISTING SCREEN ROOM
T w T L I U'COCHANNEL CAL OY 6063DT6LTOI EXSTINO
COLUMN. FROM HEADER TO BASE.
_--
Aa-a Wif&l/r —1
uu--qq, _
- r.e'na • /. /.....��/� —vrmlr {PAYE
v/ -p cart.
- - _ L cowAeTEn m vAPa eMRE,I
-- _____MASONRY_- CONCRETE FASTENERS GLASS ROOMS GLASS ROOM "HAT"
— — (SANDWICH SYSTEM) (REINFORCEMENT OF .040 POST)
DATE By DESCRIPTION TREASURE COAST CHAPTER, INC. -
OF THE ALUMINUM ASSOCIATION � I I � � \� ALUMINUM CONS
OF FLORIDA EN IN ERIll NINI DETAILS
If. II
REVISIONS 810 SATURN ST. SUITE 16 Jlh'ITER FL. 33477 (305)
SPACING
SCREEN ROOF
F.
7# PER S.F.S.F.
SCREEN WALL
10# PER
SOLID WALL
25/ PER S.F.
SOLID ROOF
30y PER S.F.
3'
56'-9'
47'-6'
30,-0,
27'-5'
4'
49'-2-
41'-2'
26'-0"
23'-9'
5'
4e-0'
36'-10'
24'-3'
21'-3'
6'
40'-2'
33'-6'
21'-3'
19'-4'
7'
37'-2'
31'-1'
19'-8'
8'
34'-9'
29'-0'
18'-5'
16,-0"
9'
32'-9'
27'-5'
17'-4'
15'-10'
10
2%7" S.M.B. WITH INSERT
DRAWN COMPTON SHEET
_CHECKED—NASH
SCALE NT.S.
' y31y7—
DATE SEPTEMBER 1987
JOB NO, 87-031 SEAL OF FIVE SHEETS
fNISnNO OWBIF MOE Y091L MOYE OP NOUSE
.
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II
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I II
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II
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/
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II
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NOV PANils $DANe PPA SDAN TAOP
NEAD SOiENs
-LAD
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I I
I I
ptl.� �NO(
tadv uaS'wwAxx¢ .1
,a sTs
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— %°`I�ANa INOS
II
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posT
sawI Da � �m �e•�� LAP
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P FR B60E R 4R PAwEIA
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TYPICAL PLAN VIEW
rW D emrtu PAN
t/an• mtc ANatws • te• aL (Yw.)
W 6Nat)aY p� AT
sDt7lExpm°IM wcoc AnF- R
OxADE
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TYPICAL SECTION
WALL DETAIL
t-D• uAx
L11 II
vAno ox cAxvaw*
Ow WT ALSO BF FNQOIID�
.
TYPICAL ELEVATION
ATTACHED A -FRAME
COMBINATION PATIO -CABANA OR CARPORT
TYPICAL UTILITY ROOM
TYPICAL UTILITY ROOM
NEADEA REmVEs ROOT PANs
VY t�
gDOf PANELS
— Yd wAu NEAOEN
LrdNALLNEwe��
fASTEIEn PFw AWIL
I CWE SEOOLM ]tWe
Aµ CONNECTS 1'p' O.& ANptORD r/T-00.15 I�etAiY ¢f5 OA ] �s OR UR • aA• 0.L
I
• ]-bt/] sLxEtes
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-
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-
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t/�• oA.LnIRU. B0.T5 •
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I
rnxumo.r
UMAD EA. 9pE fA[F ou EA
Y.e• SY. MD2 SLAY
w/x -n
seL a mNNTrnoN
/ • pA nNU-80.T
Yd.1/C WMUY L aIDs
BODt LIOfS � DGY
x•d POSf
•d 0.& BOROI PlA1E w/t/A• —T
1 e O1011s • ]I. O.0 M1Nd 1
� • R UNwO1i
I 1•d O.a
,
TYPICAL DETAIL
END CONNECTION
-------------- --------
e1e' iTa r,-p MT.
CHAIR RAIL CONNECTION ALTERNATIVES (PER CHAP. XXVII SECTION 2803.)
_ -
1. INTERNAL SCREWS _ _ _3._1NTERNAL=U=CHANNEL
_
-
- 2. EXTERNAL SCREWS - 4. EXTERNAL -ANGLES— — ---
BEAM
RIDGE BEAM
SCREEN ROOM
RIDGE
(WITH ALUMINUM ROOF)
DATE
BY
DESCRIP1TION
TREASURE COAST CHAPTER ,
OF THE ALUMINUM ASSOCIATION
OF FLORIDA
I N C .
/]A//if j
�/ ` I \ \
III � �
ENGINEER G IN w
vy / II, II \
810 SATURN ST., SUITE 16 JUPITER FL. 33477 (305)747-7254
ALUMINUM CONSTRUCTION
DETAILS
ORAwN COMPTON
/
VAL
SHEET
OF FIVE SWM
NAB"
SCE`er°
SCALE N7.5.
DATE SEPTEMBER 1987
REVISIONS
JOB NO. 87-031