HomeMy WebLinkAboutMiscellaneous - Exception (224)0�9A186 T13 MONO TRU"
LOADING (Ps0
TOLL 50.0
TCDL 7.0
BCLL 5.0
6CDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumberinorsase 1.15
Rep Suess Incr YES
G&M BOCA/ANSI95
4 11
124.9 i
12-9
2x4 II
E
LUMBER BRACING
P
01018323
Scals =1:105.6
I/deH PLATES GRIP
Ma Mil" 1971144
We
n/a
Wek t 61 Ib
TO CHORD 2 X 4 SPF N0.2 TOP CHORD Stleathed or 5-0.0 00 "na, SHOW end verticals.
BOT CHORD 2 X 4 SPF N0.2 SOT CHORD Rigid ceiling directly applied or 10.0.0 00 Wool lg,
WEBS 2 X 4 SPF N0.2 WEBS 1 Row at midpt E -F. 0-0
OTHERS 2 X 4 SPF Not
iCT10NS (INslze) A■237112-", F-232/i2-6-G,(3--55w12-&Q, H=4ml24;.9
Marr Hee Ae608pnad Cate 4)
Max Uplift F'-103(100tl 0086 4). G-298(l0ad cue 4), Hs,279(i0ad Case 4)
Max Gmv A+403(load case 4), F2232(bad case 1). G=553(1008 sass 1). HnoWj ad case 1)
FORCES Ob) - First Load Case Only
TOP CHORD A-8=175, D -C -174, C -D=149, D•E-125, E•F-185
BOT CHORD A -H=7, G-He7, F -G27
WEBS D43 -"7Z, 8 -W --U3
NOTES
1) This [fuss has been de*pved for the wind bade gwwabd by 90 mph winds at 50 ft ebm ground level, usug 6.0
Psi 1015 sltortl dead load and 0.0 Pd bottom chord dead brad, in the gable End roof none On an ooalparCy category
11, condition I enclosed bdkfmg, vie exposure B ASCE 7-+w per BOGAIANSI95 item vadk:als axlst, They are not
e1Q)oso to wind. >f rantilsvers exkt Htsy are axpated 6o wind. If portdles exist, they are not eloosed to wind.
The lumber DOL irxxease is 1.33, and [tie plate M iltC Me Is 1.33
2) Gable inquires owbnuous bosom dlord bearing.
3) • This fiusa has been designed for a live load of 20,opsf on the bottom chord In aY areas with a clee/ene6 greeter
than $5.0 between the bottom cJlord and any other membafa.
4) Provide mechanical eonnsdlon (by others) of truss to booting lyete capable of witt>sta &V 103 lb Uplift at joint F.
238 Ib Uplift at joint G and 779 Ib Uplift at joint H.
5) This teas has bort designed with ANSVrPI 1ADW arteria.
CASE(S) Standard
MITEK 0AW►OA,INC..c.F.dEML talle MiTek Canada, Inc.
SPECIFICATIONS IU.S.A3�ATED APRIL 1, 4997
FORMAN INTECLRL i PART OF TH)SIMSIGN � 100 Indusuial ltd., P.O. Box 1329
Bradford, Ontario, L3L. 2H7
9 d b�ti6090t99 'ON/99 8 1S/Z9 8 HN lZ £ (lab)
February 13,2003
H 0
F
SPECIFIED pY FABRICATOR,
1rd 11 1x4 II
2x4 II
12-"
i
Nodi
12.9
Cal
DEFL
TC 0.33
VwgLL)
Ne -
BC 0,21
Vert(TL)
n/A
WB 0.23
HWZ(fL)
0.00 F
(Matrix)
1st LC LL Iris Wen _ 240
LUMBER BRACING
P
01018323
Scals =1:105.6
I/deH PLATES GRIP
Ma Mil" 1971144
We
n/a
Wek t 61 Ib
TO CHORD 2 X 4 SPF N0.2 TOP CHORD Stleathed or 5-0.0 00 "na, SHOW end verticals.
BOT CHORD 2 X 4 SPF N0.2 SOT CHORD Rigid ceiling directly applied or 10.0.0 00 Wool lg,
WEBS 2 X 4 SPF N0.2 WEBS 1 Row at midpt E -F. 0-0
OTHERS 2 X 4 SPF Not
iCT10NS (INslze) A■237112-", F-232/i2-6-G,(3--55w12-&Q, H=4ml24;.9
Marr Hee Ae608pnad Cate 4)
Max Uplift F'-103(100tl 0086 4). G-298(l0ad cue 4), Hs,279(i0ad Case 4)
Max Gmv A+403(load case 4), F2232(bad case 1). G=553(1008 sass 1). HnoWj ad case 1)
FORCES Ob) - First Load Case Only
TOP CHORD A-8=175, D -C -174, C -D=149, D•E-125, E•F-185
BOT CHORD A -H=7, G-He7, F -G27
WEBS D43 -"7Z, 8 -W --U3
NOTES
1) This [fuss has been de*pved for the wind bade gwwabd by 90 mph winds at 50 ft ebm ground level, usug 6.0
Psi 1015 sltortl dead load and 0.0 Pd bottom chord dead brad, in the gable End roof none On an ooalparCy category
11, condition I enclosed bdkfmg, vie exposure B ASCE 7-+w per BOGAIANSI95 item vadk:als axlst, They are not
e1Q)oso to wind. >f rantilsvers exkt Htsy are axpated 6o wind. If portdles exist, they are not eloosed to wind.
The lumber DOL irxxease is 1.33, and [tie plate M iltC Me Is 1.33
2) Gable inquires owbnuous bosom dlord bearing.
3) • This fiusa has been designed for a live load of 20,opsf on the bottom chord In aY areas with a clee/ene6 greeter
than $5.0 between the bottom cJlord and any other membafa.
4) Provide mechanical eonnsdlon (by others) of truss to booting lyete capable of witt>sta &V 103 lb Uplift at joint F.
238 Ib Uplift at joint G and 779 Ib Uplift at joint H.
5) This teas has bort designed with ANSVrPI 1ADW arteria.
CASE(S) Standard
MITEK 0AW►OA,INC..c.F.dEML talle MiTek Canada, Inc.
SPECIFICATIONS IU.S.A3�ATED APRIL 1, 4997
FORMAN INTECLRL i PART OF TH)SIMSIGN � 100 Indusuial ltd., P.O. Box 1329
Bradford, Ontario, L3L. 2H7
9 d b�ti6090t99 'ON/99 8 1S/Z9 8 HN lZ £ (lab)
February 13,2003
LOADING AND DIMENSION$
SPECIFIED pY FABRICATOR,
SUBJECT TO VERIFICATION 9Y
AUTHORITIES IN JURISDICTION.
Nodi