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f FOR CARRIER BEAM W!SOLID PREEN ROOF
„. _ ALLOWABLE SPANS
MS-<- 150 M.P.H.
ALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEA _
0" 46 0" 50 0" SOLID ROOF SPAN=8'-0" : EXP B : UP T 150 M.P.H.
r }i'fid :i ,^ ` ,e,,Ith 1 1 1 « • 1- N 1- 1— 1
I + j y k II „ ,y, TRIBUTARY LOAD WIDTH 10 -0" 14 -0" 18 -0 27—0 261-0130'-0" 34 0 38 0" 4I�' �U
' '}i SCREEN ROOF SPAN 20'-0" 24'-0' 28'-0' 37-0" yT 1.-01 40'—0"
! .�
SINGLE SELF-MATING BEAMS
3" 5 1 4 10" SELF-MATING BEAM
2x4x0.044x0.100 10 -10 9 '2" 8 -1 7 -4 6 -9" 8 -3 5 -11 5 -7" � -
1 1 N • 1 • 1 « .3■ 5'-11' 5'-8" 2x6x0.050x0.120 11 -2" 10 -10" 10 -4 9'-11 9' -6 9'-2"
I iE !' 1 17-9 10'..10" 9'-6 8 •T T-11 T-4 8 -11 6 -6 f$
IES 2x5x0.050x0.100
-6" T-2' S-10" 2x7x0.055x0.120 17-9" 17-3' 11'-8" 11'-2" 1t1.9' 10'-4"
p 1 • « » 1 N ■ 1 N 1 1 , 1 1 • 1
2x6x0.050x0.120 15 -4 13'-0 11'-5 10 —4 9`-6 8 -10" 8'
-4 7 -10" 7T
�, : ':. �I.k, 'I.j , , 'a ,k ,{ I It. i I• i,. 1 N 1 N 1 1 • 1
,�Ir
1 5' 8'-1" T-9" 2x8x0.072x0.224 16-9' 16 -2' 15 -8" 15 -3" l*_10 14 -6"
J. 1 , 'I I�I 2x7x0.055x0.120 17'-4" 14'-8" 12 -11 11 -8 10'-9" 10 -0" 9 -4 8 -10" � -
:.I r 1 • 18'-5" 1T-9" 1T-2" 18'-8' It'-3' 15'-9'
1 ■ 1 1 • t- • 1- • 1_ N 11r 11 -4 10'-10" 2x9x0.072x0.224
' .I1 2x8x0.072x0.224 23 -4 20 —7" 18 -2' 16 -5 15 1 14 1 13 2" 12 6 IM -
„ I 1 1 1 1 • 131.611 '-10" 17-3' 11'.9" 2x9x0.062x0.310 20'-0" 19'-4" 18'-8" 18'-2" 171.8« 1T-3"
2x9x0.072x0.224 25 -7" 22`-3 19 -8" 1T-9" 16 -4 15 -2' 14 -3
• e ■ 1 1 r 1 1 1_ •
7" 1313 4 2x10x0.092x0.369 27-11" 27-2" 21'-5" 20'-10" 20-3N 19--9-
-111x9x0.082x0.310 2T-10' 24'•11"
22'-3 20'-
22" 16 -2" 15 -4 1 - —
,,
1 N 1 • « 1 • 1'-7" 20'-1" 18'-10"
17'.10" 15'.6" SOLID ROOF SPAN—17-0" : EXP B : UP Tjtp 150 M.P.H.
2 x 10 x 0.092 x 0.369 31 -11 28 -6 25'.11 23 -5 2
SELF-MATING BEAM • • 1 « 1
DOUBLE.SELF-MATING BEAMS t 1 ■ » 10'-4 9'-11 9 -6 9'-2" 111'-10" 8'-7"
,f 1.1 n .�Ih N , ■ 1 ■ 1 N 1 1 1 N 1-
4 I,1 Itz , 27-5 20 -1 18 -3 16 -6 15 -2" 14 -2" 13 -3 12 7" 1M -11 11 -5 10'-11 2x6x0.050x0.120
r. :! W x 0.055 x 0.120 1 1 •
.�, N « » 1 N 1 N 16 -1 15'-
P5 2x7x0.055x0.120 11'-fI' 11'-2" 10'-9' 10'-4" 1m'.0" 9'-8"
II , " " 22 -8 21'-5 19'-11 18 -8 17 -8 I� -10" t
.�, 2 x 8 x 0.072 x 0.224 29'-5 26 -4 24 -2•
1 1 1 • 2x8x0.072x0:224 15'-6' 15-3' 14'-10" 14 -6" 14'.1■ 13'-7"
N i ■ 1 1- • 1-
2 x 9 x 0.072 x 0.224 37
-3" 25--10 26 -8 24 -10" 23 1 21 6" 20 -2" 19 -1 118 -2" 1T-4 16 -8
1 N 1 1 ■ 1 x0.072 x0.224 1T-2" 16'-6" 16'-3' 15'-9" 1$'_'1" 14'-9'
t • 1 N 1 1 _r 19 -8 18 -11 2x9
35 —1 31 -5 28 -10" 2T-0 25 -6 24 -4 22 -11 21'-
p: 8 - » ■
. ;I 3}('; E ;• I; I , I ! t :;, I, 2x9x0.082x0.310 1 • 18 -8 18 -2' 1T-8 1T-3 1f -10' 16 -6
+I 133'-1" 30'-11" 29'-3' 2T-11" 26-
40 g4 -0" 22'-11 27-0" 2z9x0.082x0.310 1 N 1 »
2x10x0.092x0.369 -3' 38 -0" /_ 1_
, I �, ,k ', I,ii ' , , 'p ' ,� � ,.• I I ', II ' NOTE:ALUMINUM BEAM ALLOY Stull BE 8083.78 wm1 MINIMUM SENDING STRENGTH of 15,000 PSI. 2 X 10 X 0.092 X 0.369 21 5 20 -10' 20 -3 19 -9" 1� 4 16 -11
— SOLID ROOF SPAN 16' EXP B : UP1TT0150 M.P.H.
SELF MATING BEAM
, , ,:; 2x6x0.050x0.120 �'-4" 8�-1•
1, ! ,1. 7x0.055 x0.120 IV 9" 10'-4" 10'-0" 9'-8"
t I I 2 x
{q �'-4" 9'•1'
2 x 8 x 0.072 x 0.224
14'-10" 14'-8" 14'-1" 13'-T '
rl �
� 1 16 -3 16-90 15 -2" IA'-3' IT-10"
2x9x0.072x0.224
two2x9x0.082x0.310 1T-8' 1T-3" 16'-10" 16'-6" I�'.� 15'-9"
Cw
1 « �'-V 18 _2"
j 20 -3 19'-9" 19'-4" 18'-11" '
2x10x0.092x0.369
M NOTE:ALUMINUM Ali
BEAM ALLOY SHALL BE 6083 78 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI.
ALLOWABLE SPANS FOIR 3 RIB RISER
" IS PANELS
ALLOWABLE SPANS FOR 3 COMPOaITE ROOF PA
• x ! '+ 12" WIDE PANELS
SHELL METAL THICKNESS 0.024" 0.032' 0.024"
'! Y B t B C
METAL THICKNE
EXPOSURE CATEGORY g C
a EXPOSURE CATE
a
1
P.H.
WIND SPEED(M.P.H.) WIND SPEED M
100 15'-$' 14'-9' 1 T-3" 16'-3" 101A
9'-10" 9'-3"
110 15'-2" 13'-8" 16'-9" 15�-1"
1 n « 1 i1(Q 9'-6'
120 14 -4 17 10 15 -10" 14 -2'
1 N 13'-6" 1A 9�-0' 8�-1�
130 13 -8 17-T 15'-1 8 -7" 7`-
kill,
-8
IT
N / N 1VCr
140 13 -1 11 -8 14'-5" 17-10" 8'-3" T-4"
h,.
"�&. t « 1 N 1 « 1 ■ 1�A
p , , 4i .,��r 150 12 -5 11 -1 13 -8 12 -3 1f� r.9
COMPOSITE ROOF PANELS 0.030
ALLOWABLE SPANS FOR 4 C
METAL THICKNE
100 19'-0" 17'-10" 20'-11" 19'-8" I� 10'-7" 9'-11"
�_ N 16'-7" 20'-3" 18'-3" 10'- 9'-3"
110 18 5 1"Il0
-r 19'-r 1T-r� 9'-8" V-8"
3-
PATIO/POOL SCREEN ENCLOSURES
t1' 120 17'-5" 15 1180
DRAWING 5 OF 5
, � 1 ,+ ' I� I� � I�'' �I i � �I _ 130 16'-7" 14 -10" 18'-3" 18'-4" 1�0 9'-3" 8'-3"
140 15 -11 14 -2" 17 -6 15 -7" 1� 8 -10" T-11" REVISIONS
1 -6 16 -7 14'-10 8 -5 T-8"
31 N 1 « N • N
I LE i DRAWING EFFECTIVE t JANUARY 2005
N 0.050"
ABLE SPANS FOR 5 COMPOSITE ROOF PANELS METAL THICKN _
E I ALLOW 1 Nit
,
g d 100 27-1 2C -9" 24 -3" 27-10" 17 1 N
dig •
f .
sG' 1�Y 10 -11
I IL. �r',1, I I 1 N 1 0 12-10 J .i, ,I ¢ya ,. ifl:' �. I" I. jl' 1 N N '('1• - 1
1E 3
23 -6 21 -2"
I'I -4 s ,
I
„
s 21
�L' , I I',, , i 1, �. , ,. I ,,.
. ,I �, 110 N 1 • C r
,
! # 1 N ill-5 10 -3
1 kF , 1 :1 N 1 N 11E.
:... a I'i .I...i,. K
r
I I. �d � � , pp-1a 1: .A n .:� 120 20 2" 1F. 1 22 -3
�a � 1 Ila II;I, I ,,i t., S.,� „1'.r 3. .::,{ - • 1 • -
,� 1 a .
N -.1 N
I 18 -11
21 -r
1 19 -3 1� -2
I' 30 , «
9 -4
111-7
N 10 -8" 9
1
20 -4
18 -1
11
140 -6 f -5" >
1a t N a _ ,
��
a „ IL N 1 N t 9 -11 8
-10 I
1.1 -8 19 -3 17 -2"
150 17 -6
s I'' _
C BENDING
, I
a TENSILE
11
NOTE.ALUMINUM ALLOY . - Is: -
• NOTE:ALUM ALLOY 3105 H14 0R H25 W17N MINIMUM TENSILE BERING STRENGTH OF 18.000 PSLmeg+
6VlNJ STRENGTH OF 26,=PSI. "
INSULATION DENSITY•I PCF,
TABLES SP GR THE OUR
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I 1 CERTFICATION EXTENDS ONLY FOR THE SPISTED. i
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