HomeMy WebLinkAboutTRUSS - 96-00015 - 590 Summerwood Dr - LDS Church - New Shelterv
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NG 2 -0.0 DEFL (in). floc) Vdofl PLATES GRI P
Q�j *
TC LL JnCreaSe 1.15 TC ().59
ToVen(LL) 0.26 716 99q M20(20!ga) 14191110
TCDL Lumber so 1.15 8C 0.71 (TQ 0,37 U5 M
IBLL 0.0 Rep Strays Ir YES I M 0,42 r° TL 0_u9
ECDL _0 Code USC -94 Alin Logih I LL dkfl T 240 Weight- 74 (Ibs)
LUMbtR
TOP C H ARD 2 X 4 S IAF 1650E 1.
SOT CHS 2 X 4 SPF 1F 7.
VVEas 2 X 4 SPF Stoll/Sid
REACTIONS (I s/ ) 17z140210- -8F 5=140310'-3-8
Max It 1=_14 loa case �, =-1 lad
PORCES
TOP CHORD 1-2=-2746. } M& -*230 1 ; r:- ` ' �—ie 746
130 T C H0 RD 5-61002598, 6 -?=I T90, - 8 -1790. 8=2596
WEBS 2 4M*504, 3-01--090. ` *590, 4 -OWL - Q4
URACING
TOP CHORD Sheathed or }10#14 on center purfin spa&ig
T CHORD 1-8-6-3-0 7-8-6-3-0, - - - -fir
NOTES
rl (l 00,0 rn. .ri.fly . I u f•chord
to i r t r ■ n category I enclosed bUl"'ngr of dimer roan 4 with qxpoiaurV C; (ASCE 7-93)- LUMbar
Increase = 1 33, Plate Increase ;o 1.33, NQ erid Verticals are exceed.
Trfss truss has been dna red for a 10.0 ps f. bottom mrd Iryeked nQnwntr;j# with any other liva)osds par Tablg
II'" Z Corin oct r r corn in girded to connect tru a -n jjij� due to u p#i f0QW6 ; One C;Qn nec IQ r a t 301 nt (5) 1 5.
LOAD CASE($) Standard
mu IL
�fix Nut 2U8b?82j2U eo U?
Job I Truss
Truss Tp Oty
Ply
jAIG W
P
I 1 r b u /ut d 516 EC
_ �..... 67TO Q-'34-331996
■ -
12-6.0
25-0.0
2-D-0
{ i
�.•+*�_+_ _tam' ■ � �_ ��+
_a ■ _
T
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1% I 1y{—e, 1
T.. aa#
4
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Plate se ( , ): (- -0`- rO-0-111
-
��` — -1!`!" YY . • , Y �'.•4 J IR-l7��lM�h�;mfr 4�i .nJ4 • .
LOAFING SPACING' '.■.���_ _r..�.�a_�...�•,.
D EFL (M) ( toe) Vdefl
TCLL C7 4. -
Plates increase _ t`
TCIX 7,0 Lumber �ncre;tse 1. 15 Vart(TL) 0. CO I
LL 0.0 hep Stress [per YES WR. o T L
BCDL 8. Cod4a USC -94
min. Length I LL f
240
LUMBER
• 3,1.14 -
FORCES
••5 - . ,a, . —.. —.. r.ri ,..,r ..- —-
.� .e■� .. r• -t i�+r .r..t .%•- .*.... MPr4■!r■.-.r' �t�r ra A.,/.�1 -�'�
PLATES GRIP
R09140h 1
NOTES
1) Gable r" esConti-nv bottoms chorcf bearing.
Cable stud' !;Paced at 24 'nehes on center,
4) StUdS to be faslene(j w1th 1- 5A M20 plate$,
Gable study exceeding 72 inches ier.9th to be laterally brace at r :idp int. For studs exposed to wind see - '" re
This truss has boon 4 r nd for a 10. p- . f. battom chard If - o faad nqnoncurrent with any vther live load$ Per Table
LOAD CASE(S) Standard