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34296.4-5 T18REP HIPTR 2 1 LD% Q� A 166k
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USE 5J8"CDX PLYWOOD,NAILING ONE TO EACH FACE 8,420 s Feb 10 2021 MiTek Industries,Inc. Mon Ja �- 4:1T39 2022 Page
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WJ 10 d NAILS Q 4"O/C,STAGGERED THROUGHOUT ] 24-0-0 28-5-11 35 0-0 _ 30�0
BOTH FACES. Gyo�Z s .rV�'��", 6-6-0 4-5- 6 6-5 1'-0-0
12 X 4#2 SO,PINE FIELD INSTALLED(SNUG FIT). ��� Scale:3+"'6' 1
2xa s I _gx§-�T�
5.00 12 \4
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OP2X STP 15 14�d�p// 13 12 11 10 NOP2X STP=
2x4 I t n 3x4 _ 3x6_ gxa 2x4 I I
3x8
USE 2 X 4#2 SO.PINE NAILING ONE TO EACH FACE i Dlquaua geedotld;4-Miam4
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r, N:c=US•yrt=Fl OF TRUSS W/10d NAILS 4"STAGGERED Salvado =Campos UManagement
THROUGHOUT BOTH FACES. D
J _ ' srstemflnc Pe d"c
urado; -0 50
6-6-5 11-0 17-6- 24-0.0 8-5-11 1I 35.0-0
6-6-5 4-5.1, 6-6 6-6-0 �{ -4.5-11 6-6-5 L� i
Plate(Asels,(X,Y)-- (4:0-3.8,0-2-01,f6.0.3-8.0• •0� 13:0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -020 12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC D.74 Vert(CT) -0.38 11.12 >999 180
BCLL 0.0 ' i Rep Stress Incr YES WB 0.23 Horz(CT) 0.13 8 n/a n/a
BCDL 10.0 Code FBC2020,,TP12014 Matdx-SH Weight:174 lb FT=200%
LUMBER-
TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 BOT CHORD6)This truss has been designed for a 10-0 psf
bottom chord live load nonconcurrent with any
WEBS 2x4 SP No-3 2.15=-848/2391, 14-15=-848:'2391, other live Loads.
BRACING- 13-14=-65312036, 12-13=-65312036, 7)•This truss has been designed for a live load
TOP CHORD 11-12=-663i2036, 10-11=-85712391, of*This
sf on the bottom chord a all areas
Structural wood sheathing directly applied or 2-10-9 8.10=•857/2391 where a rectangle 3tto tap by 2-0-0all
wide will tit
B purlH WEBS between the bottom chord and any other
BOT CHORD 3-14--428J228,4-14-•87/368. embers,
Rigid ceiling directly applied.or 6-3-8 oc bracing. 4.12=-182J576,5-12=-403( members.
Provide mechanical correction(by others)of
r ek recommends that Stabilizers and 6 12= 182/576.6-11 87/368. :russ to Bearing plate capable of withstarding
required cross bracing be installed during 7-11=•428/228 483 lb uplift at joint 2 and 483 lb uplift at joint 8,
truss erection,in accordance with Stabilizer 9)`This manufactured product is designed as an
Installationg NOTES- 9uide. ( ) individual building component. The suitability I
'- 1)Unbalanced roof live loads have been and use of this component for any particular
REACTIONS. (Ib/size) considered for this design.
2 1342JO.8.0 2)Wind:ASCE 7-16;Vult=165mph(3-second building is the responsibility of the building
8 = 134210.8.0 gust)Vasd=128mpn;TCDL-4.2psf; designer per ANSI TPI 1 as referenced by the
building code,"
Max Harz BCDL=3.0psf:h=151t;B-45ft;L=28ft;eave=oft; j
2 Encl.,GCpi=0. 8;MW FRS LOAD CASE(S)
Max Uplift (directional)and C•C Extedor(2E)-1-0-0 to 2.0.0 Standard I
2 -483(LC 12) Interior(1)2-0-0 to 11.0-6.Ex;erior(2R) 11-0-6 101111111 1
to 15-3-4,Interior 1 15.3-4 to 23-11.10, \� �//
8 483(LC 12} ( ) �� J AA I��
Exterior(2R)23-11-10:o 28-5.11,Interior(1) ��� ��� •U#9, �
FORCES. (lb) 28 5 11 to 36 0 0 zone;C•C for members and �� . ' ••• n "low
Max.Comp.JMax.Ten.-AU lorces 250(lb)or less forces&MWFRS for reactions shown;Lumber .•�•�(i F fir
except when shown. DOL=1-60 plate grip DOL-1,60 2`
TOP CHORD 3)Building Designer/Pioject engineer 9 39 Z
2-16=•2681/1006,3-16=•2616/1021- responsible for verifying applied roof live load •; �l S
3-4=•2256/913,4-17--241011014, shown covers rain loading requirements specific �C
17-18--2410/1014,5-18=-241011014, to the use of this:russ component. M Q� .•
5-19=-2410/1014, 19-20--2410/1014, 4)Provide adequate drainage to prevent water ST
6-20--2410/1014,6-7--22561913, ponding. �� F ��,•• ���
BOT CHORD 21'8-21--268111006 Ind claped are MT20 plates unless otherwise <�/� /t�• ,,•;..•���``RN�
R A
2-15=-848/2391,14-15--84812391, •/,s'���`' \\\\\N
11/9ifif+11113\
L SALVADOR JURADO P.E STATE OF FLORIDA REG NO. 19939 - 401 4 AVIIY MIAMI FL. 33166