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APPROVED TRUSS ANCHOR BY BUILDER
ALL WALLS SHOWN ON THIS LAYOUT SQUARE CUT OVERHANG
ARE TO BE LOAD BEARING
i,-
9,-4,,
101-8,,
O O
O O O 11 -4 BRc.
141—^SIP
TRUSS BEARING HEIGHT SCHEDULE I TYPICAL TRUSS END DETA!
INDICATES LEFT END
OF TRUSS
HANGERS TO
BE USED
(Simpson) or
(Usp)
Q
HUS26
Q
4US26 `
©
HGUS26-2
QC
THDH26-2
HGUS2872
©
THDH28-2
QNHUS46
O
THD46
(D
LUS24
(D
JUS24
NOTE:
YOUR SIGNATURE WILL ACKNOWLEDGE:
1) AUTHORIZATION FOR FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MADE IN
STRICT ACCORDANCE NTH THIS PLACEMENT PLAN.
3) RECEIPT AND USE OF 0BCSI—B1 Summary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLING,
INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES (TPI).
4) NO BACK CHARGES OR CRANE CHARGES OF ANY
KIND WILL BE ACCEPTED UNLESS SPECIFICALLY
AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT.
SIGNED
TITLE
DATE
All spacing is 24" O.C., except as noted.
All walls shown are bearing, except as noted.
All valleys calculated with sheathing under.
Number of girder plies to be determined by engineering.
DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE.
Labeling trusses is a service, not a requirement. Engineered
drawings supercede labeling of trusses. It is the responsibility
of the builder to utilize engineered drawings when erecting trusses.
WARNING
FDRECRON BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURM
NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK
PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO
PREVENT TOPPLING AND DOMINOING WRING ERECTION; AND PERMANENT BRACING WHICH
MAY BE REWIRED IN SPECIFIC APPLICATIONS S:E'BCSI-Bt Summary Sheet COMMENTARY
and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES" (TPI). TRUSSES ARE To BE ERECTED AND FASTENED IN A STRAIGHT AND
PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY
SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN.
. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT
DAMAGE
TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS.
TRUSS COMPANY 4WLL SUPPLY ALL TRUSS TO TRUSS HARDWARE
O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL
REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO
HANGER IS SUPPLIED. j
CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS.
MWFRS(Envelo a)/ASCE 7-10(Low Rise)
Exposure Category: C Bldg Category: 2 Wind Design Velocity :16.0_ MPH
Imp. Factor : 1.00 Wind Load DumUon Factor: 1.60 Mean Roof Height : 1 V
Bdon M Ready Sthed Eng 176051 2590 N. kils HN)hray Fat Fierce, FL 301 (772) 464-4160
E 07 06 20 Extend garage per plans received 7 6 20 dhc
2 7jfUi s � —WjEQ FOR
!! 1 0 CE
Trusses shown on his ayout are a. Component part of the building S LuC' tICOUNT
_ and show true In atlon.. Proper erection, temporary and
permanent brae design ors the responsibgity of the building (772) 464-$160
designer or his design
. Lateral bracing shown on the individualNERtft
truss drawings Must be placed during the erection. procedure. a.y ar►I s INC.
JOB NO,: 2590 N. Kings Highway Port Pierce, FL 3495E
OMIPawe
-: LOT: 20 BLK: S
ADDRESS: 3712 Tanager Place Renton - Jem
Saint I`urie Countv 1 /4"=T'-0" 1 06/30/20 D atm-0-0.W1 "'
Prnicf-t 1nFf%rmnf%An•
SOUTHERN
TRUSS
COMPANIES
Southern Truss
2590 N. Kings Hwy
Fort Pierce, FL 34951
(772) 464-4160 * Fax: (772) 318-0015
Job Number:
J2001122
Customer.
GHO Homes
Name:
PSL-20-Tanager-Renton JEM
Address:
3712 Tanager Place
City, ST, ZIP:
Saint Lucie County, FL
General Truss Engineering Criteria & Design Loads
Building Code and Chapter.,
FBC2017/TP12014
Computer Program. Used:
MiTek Version: 8.40 May 1
Gravity:
Gravity:
45.0 psf ROOF TOTAL LOAD
N/A
Mind
Building Authority:
160 mph f m MW RS(Envelope) ASCE 7-10 (Low Rise)
St. Lucie County
No.
Date
Truss ID#
1
07/06/20
Al
2
07/06/20
A2
3
07/06/20
A3
4
07/06/20
A4
5
07/06/20
A5
6
07/06/20
A6
7
07/06/20
A7
8
07/06/20
AB
9
07/06/20
A9
10
07/06/20
A9A
11
07/06/20
A10
12
07/06/20
Ali
13
07/06/20
Al2
14
07/06/20
A13
15
07/06/20
A14
16
07/06/20
A15
17
07/06/20
A16
18
07/06/20.
A17
19
07/06/20
A18
20
07/06/20
A19
21
07/06/20
B1
22
07/06/20
B2
23
07/06/20
B3
24
07/06/20
B4
25
07/06/20
Cl
26
07/06/20
C2
27 1
07/06/20
C3
This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and
sealing each individual sheet. An Index sheet of the truss designs is attached which is
numbered and with the indentification and date of each drawing.
No.
Date
Truss ID#
28
07/06/20
C4
29
07/06/20
C5
30
07/06/20
C6
31
07/06/20
CJ5
32
07/06/20
CJ7
33
07/06/20
CJ7T
34
07/06/20
D1
35
07/06/20
D3
36
07/06/20
D4
37
07/06/20
D5
38
07/06/20
D6
39
07/06/20
D7
40
07/06/20
D8
41
07/06/20
D9
42
07/06/20
D10
43
07/06/20
E1
44
07/06/20
E2
45
07/06/20
E3
46
07/06/20
J1
47
07/06/20
J2
48
07/06/20
J2A
49
07/06/20
J3
50
07/06/20
J3A
51
07/06/20
J5
52
07/06/20
J5A
53
07/06/20
J5T
54
07/06/20
J7
No.
Date
Truss ID#
55
07/06/20
RG
56
07/06/20
J7T
57
07/06/20
MV2
58
07/06/20
MV4
59
07/06/20
MV6
60
07/06/20
MV8
61
07/06120
V1
62
07/06/20
V3
63
07/06/20
V5
�'z
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wec
SP tus—t =:=Mes Lm tD UND
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
Al
Common
1
1
Job Reference (optional)
boutnem truss, m. Pierce, rL., 34yb1 Nun: 5.4 5 u May i3 Lulu Pnnt: 5.4Uu 5 May 13 zuzu Mi IeK Inaustrles, Inc. Mon Jui uti 1b:19:Iu Page: 1
ID:?VGgkeZJEQJ1nW LQXaBwey7Pl1_RpaMhiT30FAUMJcelOgA5KSPQJShl4flalfG4z_m5F
2-1-11 9-0-13 16-M 22-11-3 29-10-5 37-2-0 38-3-9
2-1-11 6 11-3 6-11-3 6-11-3 6-11-3 7-3-11 1-1-9
5x5=
5
C?
c
�
s,
3x4
3x6o 4
3
3x4o
0 3x4,,
6
6
3x6,,
c�
2 4
1
2
5
7 8
r�
0
d
17
3- 9
10
16
1514 13 1 12 1
11 1
1
�I4x4=
NOP2X STP 3x4=
3x6= x =
3x4= 3x4=
3x4=
373Z�
20-1-14 23-2-0
28-11-0
36-5-8
3-6-5 11-2-0
11 10-2 16-11-0 17-0-12 20-1'5,;0 24-11-0 28-5-11 , , 32-11-0
36-3-12
Scale=1:71.9
3-6-5 7-7-11
0_8.2 5-0-14 0-1-123-1-2 0.9.2 2-3-0 1-9-0 3-6-11 0_5_5 4-0-0
3 4 120-1-12
0-8-8
Plate Offsets (X, Y): [17:0-2-0,0-1-8], [30:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL in
(loc) I/dell L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC 0.90
Vert(LL) 0.13
9-11 >999 240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.80
Vert(CT) -0.31
9-11 >999 180
BCLL
0.0
Rep Stress Incr
YES
WB 0.98
Horz(CT) 0.09
9 n/a n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 261lb FT=10%
LUMBER
6) Provide mechanical connection (by others) of truss to
TOP CHORD
2x4 SP No.2
bearing plate capable of withstanding 418 lb uplift at joint
BOT CHORD
2x4 SP No.2 `Except* B3:2x4 SP M 31
17 and 498 lb uplift at joint 9.
WEBS
2x4 SP No.3
LOAD CASE(S) Standard
OTHERS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-7-8 oc
bracing.
WEBS
1 Row at midpt 4-16
JOINTS
1 Brace atJt(s):11
REACTIONS (lb/size)
9=1751/0-8-0, (min. 0-1-8),
17=1649/0-8-0, (min. 0-1-15)
Max Horiz 17=301 (LC 9)
Max Uplift 9= 498 (LC 9). 17=-418 (LC 8)
FORCES
(lb) - Max. Comp./Max. Ten. -Ail forces 250
(lb) or less except when shown.
TOP CHORD
2-3=-1374/416, 3-4=-1177/433,
4-5=1819/607, 5-6=-2052f704,
6-7=-2779/872, 7-8=-2799/841,
8-9=-2988/805
BOT CHORD
16-17=282/904, 15-16=369/1577,
14-15=369/1577, 13-14=180/1394,
12-13=316/1999, 11-12=316/1999,
9-11=-589/2537
WEBS
5-13=382/939, 6-13=-766/469,
6-11=-273/680, 8-11=-371/317,
5-14=-217/436, 4-14=-249/308,
4-16=-721/200, 2-16=93/755,
2-17=-1880/609
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
\ P _ /
",NCEN6e, <
PE 76051
STATE OF
�X
1
Job
Truss
Truss Type
Qty
Ply
Renton-Jern-Mission
A2
Hip
1
1
Job Reference (optional)
Soutnem truss, Ft. Pierce, FL., 34951 Run: 8A S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:11 Page: 1
ID:bVRNBA031wpTZy885UX1vgyXTcuSeNyali5gKN16WuoCTXvjJsgLqdeQVoo_EmDoWz m5E
14-9-0 16-9-0, 24-11-15 36-11-0 38-0-9
7-3-3 7-5-13 2=0-0 8-2-15 11-11-1 1_1_9
1
Scale = 1:72.4 ./
5x5= 5x5=
4xB= 22 21 20 19 18 17 2x6n 2x4ii
4x5= 2x4n 3x6= 3x4= 3x4= 4x6= 4x4= 6xB= 2x6n
.' 36-11-0
7-3-3 9-2-15 TO 12 I6-7-4, 21-2-15 ° '24-11-15 ,, 33-2-15 35-6-10,
6-9-11 1-11-12 5-7-13 1-8-8 4-7-11 3-9-1 8-2-15 2-3-11 1_q_g
Plate Offsets (X, Y): [1:0-5-0,0-1-4], [4:0-3-0,0-2-8], [5:0-2-8,0-2-4], [6:0-2-5,0-1-12], [10:0-2-0,0-2-0], [12:0-3-0,0-1-0], [14:0-2-0,Edge], [15:0-2-8,0-2-12], [16:0-3-0,0-04], [17:0-2-0,0-1-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(]cc)
I/clef!
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.76
Vert(LL)
0.29
17-19
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.93
Vert(CT)
-0.57
17-19
>764
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.95
Horz(CT)
0.24
12
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 272lb FT=10%
LUMBER
6) Bearing at joint(s) 25 considers parallel to grain value
TOP CHORD
2x4 SP No.2 *Except* T4,T5:2x4 SP M 31
using ANSI/TPI 1 angle to grain formula. Building
BOT CHORD
2x4 SP No.2 *Except* B3,B5:2x4 SP No.3
designer should verify capacity of bearing surface.
WEBS
2x4 SP No.3 *Except* W1:2x4 SP No.2
7) Provide mechanical connection (by others) of truss to
OTHERS
2x6 SP No.2
bearing plate capable of withstanding 485 lb uplift atjoint
BRACING
12 and 395 lb uplift at joint 25.
TOP CHORD
Structural wood sheathing directly applied or
LOAD CASE(S) Standard
3-4-0 cc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS
1 Row at midpt 2-20, 6-19, 2-23
REACTIONS (lb/size) 12=1731/ Mechanical, (min. 0-1-8),
25=1608/0-5-0, (min. 0-1-8)
Max Horiz 25=301 (LC 9)
Max Uplift 12=485 (LC 9), 25=395 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-297/196, 2-3=-1562/515,
3-4=-1436/546, 4-5=-1287/532,
5-6=-1587/510, 6-7=-3102/1101,
7-8=-3330/1081, 8-9=-3284/907,
9-10=-2855/750, 23-25=231/1319,
1-25=231/1319, 10-12=-1678/479
BOT CHORD 22-23=289/1250, 21-22=289/1.250,
20-21.=289/1250, 19-20=151/1287,
18-19=338/1857, 17-18=338/1857,
8-15=441/337, 14-15=630/2618
WEBS 2-22=0/278, 4-20=-115/308, 5-19=112/430,
6-19=813/444, 15-17=320/1687,
6-15=-523/1265, 9-15=126/348,
2-23=-1636/336,10-14=584/2378,
1-25= 1624/401
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
Il: Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
vl_BL
�\ � • C ENS ,
xA / PE 76051 \`
i \�L
_ "fl STATE OF
i040RIDPi
/0IVAL EvG��\\
/��1111111\`
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A3
Hip
1
1
Job Reference (optional)
Southern Truss, FL Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Man Jul 06 15:19:11 Page: 1
ID:827Lv8?IQdSHert4nZkOjyXSbY-SeNya1 i5gKN16WuoCTXvjJsfsgeaQVoo_EmDoWz_m5E
co
M C6
0 6
6
M
5-11-3 12-9-0 18-9-0 25-11-15 36-11-0
5_11-3 6-9-13 6-0-0 7-2-15 10-11-1
5x7= 5x5=
3 4
c
-15D 0�
4x8= 20 19 18 17 16 15 2x611 2x4n
4x5= 2x4n 3x6= 3x4= 3x8= 3x6= 4x4= 6x8= 2x4n
4x7=
0-5-8 36-11-0
, , 5-11-3 9-2-15 12-10-12 18-7-4 21-2-15 # 25-11-15 33-2-15 35-6-10,
Scale = 1:69 0_5_g 5-5-11 3-3-12 3-7-13 5-8-8 2-7-11 4-9-1 7-2-15 2-3-11 1 gg
Plate Offsets (X, Y): [1:0-5-0,0-1-4], [3:0-5-4,0-2-8], [4:0-2-8,0-24], [5:0-2-5,0-1-12], [9:0-2-12,0-2-0], [10:0-2-8,0-1-0], [12:0-2-0,Edge], [13:0-2-8,0-2-12], [14:0-3-0,0-0-8], [15:0-2-0,0-1-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/clef!
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.79
Vert(LL)
0.12
7
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.87
Vert(CT)
-0.28
15-17
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.95
Horz(CT)
0.24
10
n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 274lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2 `Except* B3,B5:2x4 SP No.3
WEBS
2x4 SP No.3 *Except* W1:2x4 SP No.2
OTHERS
2x6 SP No.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
2-2-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc
bracing.
WEBS
1 Row at midpt 3-18, 5-17, 2-21
REACTIONS
(lb/size) 10=1645/ Mechanical, (min. 0-1-8),
23=1610/0-5-0, (min. 0-1-8)
Max Horiz 23=259 (LC 9)
Max Uplift 10=436 (LC 9), 23=377 (LC 8)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
1-2=-257/159, 2-3=-1577/477,
3-4=-1443/543, 4-5=-1737/534,
5-6=-3110/1048, 6-7=-3311/1031,
7-8=-3296/883, 8-9=-2966/781,
9-1 0=-1 584/429, 21-23=253/1379,
1-23=253/1379
BOTCHORD
20-21 =259/1159,19-20=259/1159,
18-19=259/1159, 17-18=172/1306,
16-17=355/1875, 15-16=-355/1875,
7-13=380/293,12-13=-703/2767
WEBS
2-20=0/259, 2-18=75/304, 3-17=167/390,
4-17=-68/377, 5-17=-614/361,
13-15=327/1709, 5-13=497/1255,
2-21=1650/335, 9-12=647/2501,
1-23=1624/382
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
!I; Exp C;'-Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 23 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 436 lb uplift at joint
10 and 377 lb uplift at joint 23.
LOAD CASE(S) Standard
`M
g—
'O GEIVS•� /i
--� / PE 760�51 `I
` STATE OF
ONAIAL E;G\\\\��
ii1mV\
J
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A4
Hip
1
1
Job Reference (optional)
Southern buss, FL Fierce, FL., 34951 Kun: 13.4 S U May 13 2U2U Hrint UAW S May 13 2UZU ml IeK Inaustnes, mC, man JUI U0 ]0:1y:11 rage: 1
ID:ykdTNKUTYP7UVeVzo7MJWyXSWNSeNyali5gKN16WuoCTXvjJsiggd7Qbto_EmDoWz m5E
Cl)
5-1-10 11-3-8 16-3-8 21-3-8 27-5-5 33-7-2 1 37-5-8
5-1-10 6-1-13 5-0-0 5-0-0 6-1-13 6-1-13 3-10-5
5x5= 3x4= 5x5=
3 4 5
4x8= 15 14 13 12 11 4x4=
4x5= 3x8= 3x8= 4x6= 3x4=
4x6=
8-8-4 a 4-3-12 5-0-12 6-11-4
Scale = 1:68.9 0-5-2
Plate Offsets (X, Y): [1:0-5-0,0-1-4], [3:0-2-8,0-2-4], [5:0-2-8,0-2-4], [10:0-1-12,0-2-8], [16:Edge,0-2-0]
Loading
(psfl
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.61
Vert(LL)
-0.26
15-16
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.90
Vert(CT)
-0.53
15-16
>842
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.56
Horz(CT)
0.10
10
n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 249lb FT=10%
LUMBER
6) Bearing atjoint(s) 18 considers parallel to grain value
TOP CHORD
2x4 SP No.2
using ANSI/TPI 1 angle to grain formula. Building
BOT CHORD
2x4 SP No.2 *Except* B1:2x4 SP M 31
designer should verify capacity of bearing surface.
WEBS
2x4 SP No.3 *Except* W1:2x4 SP No.2
7) Provide mechanical connection (by others) of truss to
OTHERS
2x6 SP No.2
bearing plate capable of withstanding 426 lb uplift atjoint
BRACING
10 and 366 lb uplift at joint 18.
TOP CHORD
Structural wood sheathing directly applied or
LOAD CASE(S) Standard
3-5-15 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-11-13 oc
bracing.
WEBS
1 Row at micipt 2-16, 4-15. 4-13, 6-13,
8-10
REACTIONS (lb/size) 10=16701 Mechanical, (min. 0-1-8),
18=1634/0-4-1, (min. 0-1-8)
Max Horiz 18=232 (LC 9)
Max Uplift 10=-426 (LC 9), 18=366 (LC 8)
FORCES (lb)- Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-272/140, 2-3=1664/432,
34=-1399/432, 4-5=-1619/541,
5-6=-1912/542, 6-7=-2012/594,
7-8=-2188/579, 16-18=268/1416,
1-18=268/1416
BOT CHORD 15-16=-263/1118, 14-15=-274/1-602,
13-14=274/1602, 12-13=366/1902,
11-12=366/1902,10-11=-420/1666
WEBS 2-16=-1606/384, 2-15=-75/467,
3-15=72/395, 4-15=534/246, 5-13=76/481,
6-13=-431/326, 8-11=-8/342,
8-10=-2196/565, 1-18=1651/371
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
PE 76051
STATE OF
j,� `•� ORID`P
�IIIIII�
ILI
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A5
Hip
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 5 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:11 Page: 1
ID:nQ2bm?U?2rRSHfiBJC)kxyyXSA-SeNya1i5gKN16WuoCTXvjJsfYgeaQVFo EmDoWz_m5E
1-1-9 8-9-4 17-0-0 24-0-0 31-0-0 39-2-12 45-2-0
1-1-9 8-9-4 8-2-12 7-0-0 7-0-0 8-2-12 5-11 4
5x8= 2x4n 5x8=
5 6 7
4x5= 2x4n 4x6= V 3x8= 3x6= 3x5= 4x9=
3x5=
8-9-4 17-1-12 24-0-0 30-10-4 39-2-12 45-2-0
8-9 4 8 4-8 6-10-4 6-10-4 8 4-8 5-11 4
1
Scale=1:78.9
Plate Offsets (X, Y): [3:0-3-0,Edge], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [10:Edge,0-3-8], [11:0-2-8,0-1-12], [18:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.81
Vert(LL)
0.16
14-15
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.87
Vert(CT)
-0.39
14-15
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.92
Horz(CT)
0.15
10
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight:261 lb FT= 10%
LUMBER LOAD CASE(S) Standard
TOP CHORD 2x4 SP M 31 'Except" T3:2x4 SP No.2
BOT CHORD 2x4 SP N0.2 `Except' B1:2x4 SP M 31
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-4-7 oc
bracing.
WEBS 1 Row at midpt 4-15, 6-14, 8-12
REACTIONS (lb/size) 2=2110/0-8-0, (min. 0-1-12),
10=2009/ Mechanical, (min. 0-1-8)
Max Horiz 2=225 (LC 8)
Max Uplift 2=536 (LC 8), 10=-464 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-3774/852, 3-4=3531/878,
4-5=-2915/689, 5-6=-2658/687,
6-7=-2658/687, 7-8=-2705/616,
8-9=2742/634, 9-10=1958/482 .
BOT CHORD 2-17=-863/3237, 16-17=-863/3237,
15-16=-863/3237, 14-15=545/2486,
13-14=397/2298, 12-13=397/2298,
11-12=502/2393
WEBS 4-17=01376, 4-15=866/449, 5-15=132/611,
5-14=-230/444, 6-14=5391315,
7-14=278/698, 7-12=-42/355,
8-12=213/256, 8-11=468/209,
9-11=-498/2402
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates -are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 536 lb uplift at joint
2 and 464 lb uplift at joint 10.
PE 76051
STATE OF /
ORlO
iIII
Job
Truss
Truss Type
Oty
Ply
Renton-Jem-Mission
A6
Hip
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:12 Page: 1
ID:Jb7LOjiGe1XMZ7KErDRLgyXSUR-wgxKnNjkbdVukgT?mA28FWPuVEyx9z xCuWmKzz_m5D
1'1'9 7-9 4i 15-0-0 21-0-0 27-0-0 33-0-0 40-2-12 45-2-0
1-1-9 7-9-4 7-2-12 6-0-0 6-0-0 6-0-0 7-2-12 4-114
5x5= 3x5= 3x6= 3x5= 5x5=
4 5 6 7 8
14
,,. „ ,.. .. is 3x4n
4x5= 2x4u 3x8= 3x5= 4x6= 3x8= 4x7-
4x6=
7-9 4 15 1-12 24-0-0 32-10-4 40-2-12 45-2-0
7-9 4 7 4-8 8-10-4 8-10 4 7-4-8 4-11-4
S
Scale=1:78.8
Plate Offsets (X, Y): [3:0-3-0,0-3-4], [4:0-2-8,0-2-4], [8:0-2-B4O-2-4], [11:0-2-8,0-1-8], [12:0-1-12,0-2-0], [19:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.54
Vert(LL)
0.19
15-17
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.99
Vert(CT)
-0.48
15-17
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.89
Horz(CT)
0.17
11
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 259 lb FT = 10%
LUMBER
7) Provide mechanical connection (by others) of truss to
TOP CHORD
2x4 SP M 31 *Except* T3,T4:2x4 SP No.2
bearing plate capable of withstanding 515 lb uplift at joint
BOT CHORD
2x4 SP No.2 *Except` B2:2x4 SP M 31
2 and 441 lb uplift at joint 11.
WEBS
2x4 SP No.3
LOAD CASE(S) Standard
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-0-1 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS
1 Row at midpt 3-17, 5-17, 5-15, 7-13
REACTIONS (lb/size) 2=211010-8-0, (min. 0-2-8),
11=20091 Mechanical, (min. 0-1-8)
Max Horiz 2=207 (LC 8)
Max Uplift 2=515 (LC 8). 11=-441 (LC 9)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
2-3=-3815/846, 34=30841785,
4-5=-266V749, 5-6=-2963/801,
6-7=2963/801, 7-8=-2388/670,
8-9=-2776/694, 9-10=2595/584,
10-11=1964/456
BOT CHORD
2-18=843/3281, 17-18=843/3281,
16-17=751/2973, 15-16=751/2973,
14-15= 694/2880, 13-14=694/2880,
12-13=-481/2273
WEBS
3-18=0/315, 3-17=728/392, 4-17=152/904,
5-17=644/303, 7-15=28/297,
7-13=-899/356, 8-13=1411751,
9-13=-127/284, 9-12=-593/217,
10-12=-494/2330
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10: Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
\����111II11/���� •
G EN
PE 76051
I
l� V�
-P- STATE OF
ORIO F ��
NAL
IIIII
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A7
Hip
1
1
Job Reference (optional)
a — min i rubs, r[. rierce, rL., 04ea-I Kun: 0.4 5 U may 13 zuzu Ynnt: b.4uu S may 13 2uzu mi IeK Inouetrleb, Inc. mon JUI u6 1b:19:12 Page: 1
I D:5Cj4 LiQ N N?cIU E)ochpaFQiyXSTF-wgxKnNj kbdVukgT?mA28F WPo6Ezk9zbxCu WmKzz_m5D
-1-1-9 6-9 4 13-0-0 20 4-9 27-7-7 35-0-0 41-2-12 45-2-0
6-2-12 7-4-9 7-2-13-9 6-2-12 3� 11�
5x7= 2x4ri 3x6= 3x5= 5x7=
4 5 6 7 8
�I 1
" 3x5u
4x5= 2x4 it 3x5= 4x6= 3x8= 3x5= 3x5= 3x8=
3x6=
6-9 4 133 1-12 20-4-9 27-7-7 34-10� 41-2-12 45-2-0
6-9 4 6 4-8 7-2-13 7-2-13 7-2-13 6 4-8 3-11 4
Scale=1:78.7
Plate Offsets (X, Y): [4:0-5-4,0-2-8], [8:0-54,0-2-8], [11:0-2-12,0-1-8], [12:0-3-4,0-1-8], [20:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.95
Vert(LL)
0.25
15-16
>999
240
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC
0.94
Vert(CT)
-0.52
15-16
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.85
Horz(CT)
0.19
11
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 258lb FT=10%
LUMBER
TOP CHORD 2x4 SP N0.2 *Except* T2,T3:2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc
bracing.
REACTIONS
(lb/size) 2=2110/0-8-0, (min. 0-2-8),
11=2009/ Mechanical, (min. 0-1-8)'
Max Horiz 2=188 (LC 8)
Max Uplift 2=494 (LC 5), 11=-477 (LC 4)
FORCES
(Ib) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
TOP CHORD
2-3=3844/930, 3-4=-3245/890,
4-5=-3449/1029, 5-6=3448/1029,
6-7=-3448/1029, 7-8=3318/970,
8-9=-2812f764, 9-10=2387/589,
10-11=-1971/486
BOT CHORD
2-19=-906/3310, 18-19=906/3310,
17-18=755/2816, 16-17=755/2816,
15-16=881/3318, 14-15=543/2424,
13-14=543/2424, 12-13=-495/2099
WEBS
3-19=0/270, 3-18=575/325, 4-18=86/482,
4-16=-380/962, 5-16=5421312,
7-15=-702/373, 8-15=452/1274,
9-13=-179/487, 9-12=738/255,
10-12=524/2222
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10: Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates -are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 494 lb uplift at joint
2 and 477 lb uplift at joint 11.
LOAD CASE(S) Standard
\\\\oP 1Ml F3 �7�/�j
_\CENS�.����
PE 76051
STATE OF /
0_RI_D P N�C.
///lllll\0
It
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A8
Roof Special
1
1
Job Reference (optional)
Soutnem i russ, rt. Fierce, I-L., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:12 Page: 1
I D:?8A?ka7B POEuHIeruC545 DyXS R3-wgxKnNj kbdVukgT?mA28F WPnnEy59x2xCu Wm Kzz_m5D
7-3-11 14-2-13 21-2-0 28-1-3 33-11-8 37-2-0
1.1_g 7-3-11 6-11-3 6__ 1-3 6-11-3 5 10-5 3-2-8
5x5=
6
Iu I I IJ IL II
3x5=
3x4= 3x6= 3x4= 3x6= 3x4= 4x6= NOP2X STP
2x4n
8-8-5 17-0-2 € . 25-3-14 34-1-4 37-2-0 ,
Scale=1:67.6 8-8-5 8-3-13 8-3-13 " 8-9-6 3-0-12
Plate Offsets (X, Y): [10:0-2-8.0-1-0], [11:0-1-8,0-2-0], [17:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.97
Vert(LL)
-0.15
2-16
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.98
Vert(CT)
-0.37
2-16
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.98
Horz(CT)
0.10
10
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 227lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS 1 Row at midpt 7-11
REACTIONS (lb/size) 2=1751/0-8-0, (min. 0-2-1),
10=1649/0-8-0, (min. 0-1-15)
Max Horiz 2=350 (LC 8)
Max Uplift 2= 494 (LC 8), 10=426 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2989l795, 3-4=2800/831,
4-5=2781/862, 5-6=-2052/693,
6-7=-1816/580, 7-8=1284/375,
8-9=-1055/253, 9-10=1645/418
BOT CHORD 2-16=-931/2539, 15-16=651/1999,
14-15=651/1999, 13-14=345/1395,
12-13=345/1395, 11-12=379/1572
WEBS 3-16=375/319, 5-16=274/681,
6-14=-382/937, 6-12=193/432,
7-12=239/286, 8-11=-828/328,
9-11=-446/1874, 5-14=766/469,
7-11=-766/232
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 426 lb uplift at joint
10 and 494 lb uplift at joint 2.
LOAD CASE(S) Standard
E34
E9//��i
PE 76051
_ STATE OF /
'ONAL
/0/11111M`\\\
0
Job
Truss
Truss Type
Qty
ply
Renton-Jem-Mission
A9
Roof Special
1
1
Job Reference (optional)
Soutnem 1 fuss, F-t. Pierce, 1-L.. 34951 Run: 8.4 5 0 May 13 2020 Print 8.400 5 May 13 2020 MiTek Industries, Inc. Mon Jul 05 15:19:12 Page: 1
I D:Z5dkJhOAaypCvEFklgtb87yXSM 1-wgxKnNjkbdVukgT?mA28FWPnnEy59yuxCuWmKzz_m5D
7-4-7 14-2-13 21-2-0 28-1-3 29-11-8 34-3-8 37-2-0
1.1_g 7-4-7 6-10-6 6-11-3 6-11-3 1-10-5 4-4-0 2-10-8
5x5-
6
Cl)
N
In
0
II I I IY IJ IL
3x5=
3x4= 3x6= 3x4= 3x6= 3x4= 3x4= NOP2X STP
4x4=
L 8-8-5 17-0-2 25-3-14 30-1-4 37-2-0
Scale = 1:67.6 8-8-5 8-3-13 8-3-13 ' 4-9-6 7-0-12
Plate Offsets (X, Y): [8:0-5-4,0-3-0], [9:0-3-0,0-2-0], [11:0-1-12,0-2-8], [18:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.97
Vert(LL)
-0.15
2-17
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.98
Vert(CT)
-0.38
2-17
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.96
Horz(CT)
0.11
11
n/a
n/a
BCDL
10.0
Code
FBC2017ITPI2014
Matrix-S
Weight: 234lb FT= 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS 1 Row at midpt 8-11
REACTIONS (lb/size) 2=1751/0-8-0, (min. 0-2-1),
11=1649/0-8-0, (min. 0-1-15)
Max Horiz 2=370 (LC 8)
Max Uplift 2=491 (LC 8), 11=430 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2988/790, 3-4=-2800/827,
4-5=-2780/858, 5-6=-2053/687,
6-7=-1802/566, 7-8=-1700/480,
10-11=-263/155
BOT CHORD 2-17=-947/2538, 16-17=-665/2000,
15-16=-665/2000,14-15=361/1394,
13-14=361/1394, 12-13=381/1572,
11-12=360/1522
WEBS B-12=41/346, 3-17=-375/319,
5-17=-276/678, 5-15=764/469,
6-15=-376/945, 6-13=182/410,
7-13=265/246, 8-11=1966/458
NOTES
1) Unbalanced roof live loads have been considered forthis
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 491 lb uplift at joint
2 and 430 lb uplift at joint 11.
LOAD CASE(S) Standard
ivi_g�
PE 76051 \`
NIL
STATE OF
q
0
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A9A
Roof Special
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
is
1
Scale=1:67.6
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 05 15:19:12 Page: 1
I D:Z5dkJhOAaypCvEFklgtb87yXSM 1-wgxKnNjkbdVukgT?mA28FWPnnEy5gxjxCuWmKzz_m5D
7-3-11 14-2-13 21-2-0 28-1-3 31-11-8 36-3-8 37-2-0
7-3-11 6-11-3 6-11-3 6-11-3 3-10-5 4-4-0 0-10-8
5x5-
6
I/ 10 IJ 11 — —
3x4= 3x6= 3x4= 3x6= 3x4= 3x4= NOP2X STP
3x5= 4x4=
8-8-5 17-0-2 0 25-3-14 32-1-4 37-2•
8-8-5 8-3-13 8-3-13- 6-9-6 5-0-1
Plate Offsets (X, Y): [8:0-5-4,0-2-8], [9:0-3-0,0-2-0). [11:0-2-0,0-2-8], [18:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.97
Vert(LL)
-0.15
2-17
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.98
Vert(CT)
-0.38
2-17
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.97
Horc(CT)
0.11
11
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 231lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS 1 Row at midpt 8-11, 7-12
REACTIONS (lb/size) 2=1751/0-8-0, (min. 0-2-1),
11=1649/0-8-0, (min. 0-1-15)
Max Horiz 2=370 (LC 8)
Max Uplift 2=-491 (LC 8), 11=-430 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2989/790, 3-4=2800/826,
4-5=2780/858, 5-6=-2052/687,
6-7=-1804/563, 7-8=1556/437
BOT CHORD 2-17=-947/2539, 16-17=665/1999,
15-16=665/1999, 14-15=360/1395,
13-14=360/1395, 12-13=3B4/1567,
11-12=334/1373
WEBS 3-17=-375/319, 5-17=275/679,-
5-15=-764/469, 6-15=378/942,
6-13=-178/414, 7-13=244/259,
8-12=72/486, 8-11=1956/470,
7-12=-429/156
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 491 lb uplift at joint
2 and 430 lb uplift at joint 11.
LOAD CASE(S) Standard
GEN .�
PE 7601 \\I
STATE OF
01111111
10
.0
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A10
Roof Special
1
1
Job Reference (optional)
Southern Truss, FL Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul U5 1b:19:12 Page: 1
ID:RS4xd4k2OyVHIL8m2Ob3X9yXRxH-wgxKnNjkbdVukgT?mA28FVJPnTEy59yuxCuWmKzz_m5D
M N
O
t` M
t!]
M M
q"T
O co
M
O
7-3-11 14-2-13 21-2-0 27-11-8 ,29-7-8, 32-2-0 , 34-1%0 , 37-2-0 ,
1 1 9 7-3-11 6-11-3 6-11-3 6-9-8 1-8-0 2-6-8 2-8-0 2 4-0
5x5=
6
c•�t
N
L6
2
3x4= 3x6= 3x4= 3x6= 3x4= 3x8= NOP2X STP
3x5= 5x4=
8-8-5 , 17-0-2 � � 25-3-14 , 29-5-12 _ ,37-2-0
Scale = 1:67.6 8-8-5 8-3-13 8-3-13 4-1-14 7-8-4
Plate Offsets (X, Y): [8:0-2-8,0-2-4], [10:0-3-0,0-2-0], [12:0-2-0,0-2-12], [19:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.99
Vert(LL)
-0.15
2-18
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.98
Vert(CT)
-0.38
2-18
>999
180
BCLL
0.0
Rep Stress ]nor
YES
WB
0.96
Horz(CT)
0.10
12
n/a
n/a
BCDL
10.0
Code
FBC2017frPI2014
Matrix-S
Weight: 243lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS 1 Row at midpt 9-12. 7-13
REACTIONS (lb/size) 2=1751/0-8-0, (min. 0-2-1),
12=1649/0-8-0, (min. 0-1-15)
Max Horiz 2=370 (LC 8)
Max Uplift 2=491 (LC 8), 12=-430 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-29B8/790, 3-4=-2800/827,
4-5=2780/858, 5-6=-2053/687,
6-7=1781/556, 7-8=1362/421,
B-9=-1559/443
BOT CHORD 2-18=-947/2538, 17-18=-664/2000,
16-17=664/2000, 15-16=-361/1395,
14-15=361/1395, 13-14=373/1558,
12-13=295/1151
WEBS 3-18=376/319, 5-18=276/678,
5-16=-763/468, 6-16=375/946,
6-14=167/387, 9-12=1793/462,
7-14=-256/226, 8-13=189/614,
7-13=-965/313, 9-13=81/490
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 491 lb uplift at joint
2 and 430 lb uplift at joint 12.
LOAD CASE(S) Standard
Ni_B�Eq/��i
/ PE 76051 \` r
STATE OF
OR ID
0/0-
'AL
\\���
iiiii
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
All
Roof Special
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:13 Page: 1
ID:JLgBFiPUg6zSKErUbq_6jyXRhq-POUi?jkMMxdILg2BKtZNokyyXdlKuOz5RYFJtPz m5C
27-7-8 37-2-0
i1'1'19 7-3-11 14-2-13 21-2-0 25-11-8 27-2-11 34-2-0 36-10-0
1_1_g 7-3 11 6-11-3 6-11-3 4-9-8 1_3_3 6-6-8 2-8-0 0 4-0
0-4-13
5x5=
6
10 1! 10 10 ,'1 10
3x5=
3x4= 3x6= 3x4= 3x6= 3x4= 3x4= NOP2X STP
Sx4=
8-8-5 17-0-2 25-5-10 29-11-1 37-2-0
Scale=1:68.6 8_8_5 8-3-13 8-5-9 7-2-15
Plate Offsets (X, Y): [9:0-7-0,0-2-0], [12:0-2-0,0-2-4], [19:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL in
(loc)
I/deft L/d
PLATES
GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC 0.97
Vert(LL) -0.17
14-16
>999 240
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.98
Vert(CT) -0.41
14-16
>999 180
MT20HS
1871143
BCLL
0.0
Rep Stress Incr
YES
WB 0.97
Horz(CT) 0.10
12
n/a n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 234lb
FT=10%
LUMBER
6) Provide mechanical connection (by others) of truss to
TOP CHORD
2x4 SP No.2
bearing plate capable of withstanding 491 lb uplift at joint
BOT CHORD
2x4 SP No.2
2 and 431 lb uplift at joint 12.
WEBS
2x4 SP No.3
LOAD CASE(S) Standard
OTHERS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS
1 Row at midpt 7-14, 7-13, 10-12
REACTIONS (lb/size) 2=0/0-8-0, (min. 0-2-1),
12=1649/0-8-0, (min. 0-1-15)
Max Horiz 2=373 (LC 8)
Max Uplift 2=-491 (LC 8), 12=431 (LC 9)
Max Grav 2=1614 (LC 17), 12=1649 (LC 1)
FORCES
.(Ib)- Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
2-3=-2988/789, 3-4=-2799/825,
4-5=-2779/857, 5-6=-2054/686,
6-7=-1731/605, 7-8=-1321/444,
8-9=-1366/429, 9-10=1552/416
BOT CHORD
2-18=-949/2538, 17-18=-667/2000,
16-17=667/2000, 15-16=-363/1392,
14-15=363/1392, 13-14=371/1528,
12-13=250/861
WEBS
3-18=376/319, 5-18=275/679,
5-16=761/470, 6-16=377/944,
6-14=-238/450, 7-14=291/286,
7-13=-480/177, 10-13=129/714,
10-12=1728/515
NOTES
1) Unbalanced roof live loads have been considered for this -
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
\\\\\\IIII1///// .
\_NCENS+S�'T�
PE 61
STAT�-OF
<ORID
0,
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
Al2
Roof Special
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 5 0 May 13 2020 Print: 6.400 5 May 13 2020 MiTeK Industries, Inc. Mon Jul ocs 1 b:19:13 Page: i
ID:zCMOIgQSNYH1Hk7AOkk192yXRVH-POUi?jkMMxdlLg2BKtZNoky?gdNAuVN5RYFJtPz m5C
6-3-11 12-8-3 , 19-6-0 21-6-0123-3-8�4-11-1 30-8-8 35-6-0_ 36-60
6-3-11 6 4-9 6-9-13 2-0-0 1-9-8 1-8-0 5-9-0 4-9-8 -0-0
5x5= 5x6= 5x5=
6 7 5x6=
m
v
3
5x611 zu -I Id ld 1r I 10 1-+ 4x4=
2x41, 3x6= 3x4= 3x8= 3x6= 3x8= 3x4=
6-3-11 12-8-3 19-7-12 24-9-12 30-8-8 36-6-0
Scale=1:64.8 6-3-11 6 4-9 6-11-9 5-2-0 5-10-12 5-9-8
Plate Offsets (X, Y):[6:0-2-8,0-2-4],[7:0-4-0,0-2-8],[8:0-4-0,0-2-8],[9:0-2-8,0-2-4],[13:0-2-0,0-2-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.77
Vert(LL)
0.17
14-15
>999
240
MT20 244/19D
TCDL
15.0
Lumber DOL
1.25
BC
0.67
Vert(CT)
-0.26
14-15
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.56
Horz(CT)
0.10
13
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 259 lb FT= 10%
LUMBER
TOP CHORD 2x4 SP No.2 *Except* T4:2x6 SP No.2,
T1:2x4SPM31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 — 3-4-2
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-2-2 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-4-7 oc
bracing.
WEBS 1 Row at midpt 5-17, 8-15, 7-17
REACTIONS (lb/size) 1=1636/ Mechanical, (min. 0-1-8),
13=1636/0-8-0, (min. 0-1-15)
Max Horiz 1=316 (LC 8)
Max Uplift 1=-441 (LC 8), 13=-414 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-28601722, 2-3=-2751/744,
3-4=-2368/644, 4-5=-2287/661,
5-6=-1754/533, 6-7=-1471/540,
7-8=-1491/531, 8-9=1384/479,
9-10=-1648/483, 10-11=1461/386
BOT CHORD 1-20=-859/2392, 19-20=859/2392,
18-19=859/2392, 17-18=640/2046,
16-17=319/1437, 15-16=319/1437,
14-15=287/1255, 13-14=95/342
WEBS 3-20=0/252, 3-18=420/251, 5-18=54/422,
5-17=-830/412, 6-17=-216/555,
9-15=-74/359, 10-14=634/221,
11-14=252/1196,11-13=16091466,
8-15=-450/170, 7-17=153/373
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
11; Exp C;-Encl., GCpi=0.1B; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 414 lb uplift at joint
13 and 441 lb uplift atjoint 1.
LOAD CASE(S) Standard
PE 76051
0 1
STATE OF
i�� ORID P N�
�3
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A13
Roof Special
1
1
Job Reference (optional)
Soutnem 1 russ, rt. t'ierce, F-L., 34951 Run: 8.4 5 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:13 Page: 1
ID:cro49V6U?m9zgMoklDiHutyXRPD-POUT?]kMMxdlLg2BKtZNoky?WdMZuP45RYFJtPz m5C
7-7 8 14-6-0 22-2-0 28-1-3 33-6-0
1 7-7-8 6-10-8 7-8-0 5-11-3 5 4-13
5xB= 4x5=
3 4
J9
1x41, 3x4= 3x4= 3x8= 3x4=NOP2X STP
10x10= 2x4it
2x6 it
0-5-8 6-11-0 7i4i0 14-7-12 19-6-0 22-01 i 31-0-12 33-6-0 i
Scale = 1:63.7 0-5-8 6-5-8 0-5-0 7-3-12 4-10-4 2-6 4 9-0-8 2-5-4
Plate Offsets (X, Y): [1:0-3-8,0-3-0], [2:0-3-8,0-2-4], [3:0-S-8,0-2-4], [4:0-3-0,0-2-0], [6:0-1-12,0-1-8], [14:0.4-8,0-4-8], [15:0-3-0,0-1-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.78
Vert(LL)
-0.14
8-9
>999
240
MT20 2441190
TCDL
15.0
Lumber DO
1.25
BC
0.71
Vert(CT)
-0.31
8-9
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.90
Horz(CT)
0.11
7
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 237lb FT=10%
LUMBER
TOP CHORD 2x4 SP M 31 'Except` T4:2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP No.3
WEBS
2x4 SP No.3 'Except* W1:2x4 SP No.2
OTHERS
2x6 SP No.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
4-4-1 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing. Except:
4-1-0 oc bracing: 2-12
WEBS
1 Row at micipt 3-11, 3-9
REACTIONS (lb/size) 7=1492/0-8-0, (min. 0-1-12),
17=145910-5-0, (min. 0-1-8)
Max Horiz 17=172 (LC 9)
Max Uplift 7=354 (LC 9). 17=-381 (LC 8)
FORCES
(lb) - Max. Comp./Max. Ten. -AII forces 250
(lb) or less except when shown.
TOP CHORD
1-2=2045/502, 2-3=-2513/735,
3-4=1236/421, 4-5=-1476/409,
5-6=-814/204, 6-7=1511/333
BOT CHORD
12-14=01473, 2-14=-1570/612,
10-11=-249/1351, 9-10=249/1351,
8-9=-237/1081
WEBS
1-14=-521/2171, 11-14=257/1272,
3-9=-286/116, 4-9=21/288, 5-9=-67/311,
5-8=964/280, 6-8=194/1213,
3-14=-434/1160, 13-14=306/0,
1-17=1507/397
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates -are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Bearing atjoint(s)17 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 354 lb uplift at joint
7 and 381 lb uplift at joint 17.
LOAD CASE(S) Standard
\ �.�CENS`c'-\
PE 76kn
\`
STAT/ y
i 0�2-O
fi ORIO
SS 0
11AL 5NG\\\���
0_\
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A14
Roof Special
1
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:13 Page: 1
I D:1 ByBpPYBjDBUf6S_vyE1 R3yXRGv-POUi?jkMMxdlLg2BKtZNokyyNdOGuQX5RYFJtPz_m5C
6-9-4 9-7-8 , 12-6-0 , 18-4-0 24-2-0 29-5-3 33-6-0
6-9 4 2-10-4 2-10-8 5-10-0 5-10-0 5-3 3 4-0-13
4x4= 3x8= 4x4=
6�2 4 5 6
MI OIO
mlm
1x4 1x4n 3x8=
1x4u 5x5=
1x4u 3x8=
3x4=
3x4=
NOP2X STP
8.28 L 2x4 n
12
0-5-8 9-4-0 33-6-0
I , 6-11-0 , 9-3-11 , 12-7-12 , 18-4-0 ,� 24-0-4 , 32-0-12
Scale = 1:62.3 0-5-8 6-5-8 2-4-11 3-3-12 5-8.4 5-8 4 8-0-8 1-5-4
0-0-5
Plate Offsets (X, Y): [1:0-3-8,0-3-0], [3:0-54,0-2-0], [6:0-2-4,0-2-0], [10:0-1-8,0-1-8], [15:0-0-3,Edge], [16:0-5-4,0-2-8], [17:0-3-0,0-1-4]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.98
Vert(LL)
-0.09
10-11
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.60
Vert(CT)
-0.22
10-11
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.87
Horz(CT)
0.14
9
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 263lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* F2:2x4 SP No.3
WEBS
2x4 SP No.3
OTHERS
2x6 SP No.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-7-7 oc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-10-4 oc
bracing.
WEBS
1 Row at midpt 5-14. 5-11
REACTIONS
(lb/size) 9=1491/0-8-0, (min. 0-1-12),
20=1456/0-5-0,(min. 0-1-8)
Max Horiz 20=185 (LC 9)
Max Uplift 9=348 (LC 4), 20=-410 (LC 4)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
1-2=-1573/494, 2-3=-1573/493,
3-4=-1605/502, 4-5=-1423/464,
5-6=-1238/429, 6-7=-1466/439,
7-8=-542/132, 8-9=-1526/304
BOT CHORD
15-16=381/1736, 14-15=328/1487,
13-14=353/1524, 12-13=353/1524,
11-12=353/1524,10-11=-228/9.43
WEBS
1-16=507/1851, 2-16=-403/224,
3-16=-89/263, 3-15=-873/218,
4-14=100/415, 5-14=293/99,
5-11=-574/199, 6-11=-26/330, 7-11=-106/465,
7-1 0=-1 172/342, 8-10=-225/1274,
1-20=1475/417
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Bearing atjoint(s) 20 considers parallel to grain value
using ANSIlrPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 348 lb uplift at joint
9 and 410 lb uplift at joint 20.
LOAD CASE(S) Standard
PE 76051
A 9� I
t STATE OF
/ONAL ENGN\��
/IIIII1110
0
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A15
Roof Special
1
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:13 Page: 1
ID:3xDt4EDJ5COuZ9CbsK5xT2yXR5j-POUi7jkMMxdlLg2BKtZNokyzJdNILSP5RYFJtPz m5C
7-11-0 10-1 , 18-2-4 26-2-0 33-2-8
7-11-0 2-7-0 7-8-4 7-11-12 7-0-8
612 5x4=
3
1x4n 7x7=
5.58 L.
12
1x4n
4
4x8=
5
1x4n 1x4n
1x4n 1x4n
1x4n
28-4-9
.To
Scale = 1:61.9
0-5-8
ti-b-15
3-b-t3 0-0-8
1-b-4
6-U-4
4-y-1 L
'L-L-y "' 4-4-1 b
0-1-12
0-5-0
Plate Offsets (X, Y): [1:0-3-8.0-3-0], [2:0-2-8,0-2-4], [5:0-5-4,0-2-0], [7:0-2-8,0-0-8], [11:0-5-4,0-4-8], [11:0-0-10,0-4-12], [12:0-1-13,0-0-8], [13:0-3-0,0-1-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.92
Vert(LL)
-0.12 10-11
>999
240
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.70
Vert(CT)
-0.30 10-11
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.75
Horz(CT)
0.11 7
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 232lb
FT=10%
LUMBER
TOP CHORD 2x4 SP M 31 'Except' T2,T3:2x4 SP No.2
BOT CHORD 2x4 SP N0.2 *Except* F2,F4:2x4 SP No.3
WEBS
2x4 SP No.3 *Except` W1:2x4 SP N0.2
OTHERS
2x6 SP No.2
BRACING
TOP CHORD
Structural wood sheathing directly applied,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-7-15 oc
bracing.
REACTIONS
(lb/size) 7=1478/0-4-8, (min. 0-1-12),
19=1443/0-5-0, (min. 0-1-8)
Max Horiz 19=132 (LC 9)
Max Uplift 7=379 (LC 4), 19=-412 (LC 4)
FORCES
(lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD
1-2=-1836/546, 2-3=-1687/533,
3-4=-1742/595, 4-5=1742/595,
5-6=-1383/404
BOTCHORD
11-12=-527/2078, 10-11=363/1473,
9-10=286/1162, 8-9=-286/1162
WEBS
1-12=517/1978, 2-11=-1003/308,
3-10=155/464, 4-10=627/362,
5-10=-282/838, 5-8=-460/237, .
6-7=-1423/406, 6-8=-330/1328,
1-19=1486/429
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as perANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 1x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
8) Bearing at joint(s) 19 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 379 lb uplift at joint
7 and 412 lb uplift'atjoint 19.
LOAD CASE(S) Standard
�. CEfVS��t
- { i PE 7605 \\�
t` STATE OF
Alz-
ORIDP:
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A16
Roof Special Girder
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: B.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:14 Page: 1
ID:Bd7rglzdwPj03XcgK220SHyXULv-tD24C31_6FIcz_cNtb4cKxUAG l ikduQEgC7lPrz_m5B
5-11-0 8-6-0 15-0-11 21-7-5 28-2-0 33-2-8
5-11-0 2-7-0 6-6-11 6-6-11 6-6-11
12 4x4= 3x8= 3x4= 1x4n 4x7=
NAILED NAILED 61- 3 4 5 6 7
m 00
o M
,6 N<N�
C6
Cl) O O
u') N
ri
2x6n 17 16 15 14 13 12 2711 28 29
3x6= 3x8= 3x4= 1x4n 3x4= 5x8= 5x14= 3x4=
3x8= JUS24 JUS24 46n
0-5-8 5-9-4 8-7-12 ' 12-5-8 15-0-11 20-9-0 21-7-5 28-0-4 32-5-8 33-2-8
0-5-8 5-3-12 2-10-8 3-9-12 2-7-3 5-8-5 0-10-5 6-4-15 4-5-4 0-9-0
S
Scale = 1:64.1
Plate Offsets (X, Y): [1:0-3-8,0-3-0], [2:0-2-B4O-2-4], [3:0-24,0-2-0], [7:0-54,0-2-0], [8:0-2-0,0-1-12], [11:0-2-8,0-3-0], [17:0-2-0,0-1-8], [18:0-3-0,0-1-8]
99
79
M � R
O C9
qC9 -PO
�c M�
O O
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.78
Vert(LL)
0.11
12-14
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.65
Vert(CT)
-0.22
14-16
>999
180
BCLL
0.0
Rep Stress Incr
NO
WB
0.83
Horz(CT)
0.14
23
n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 260lb FT= 10%
LUMBER
TOP CHORD 2x4 SP No.2 `Except' T1:2x4 SP M 31
BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP M 31
WEBS
2x4 SP No.3 *Except* W1:2x4 SP M 31
OTHERS
2x6 SP No.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-3-5 cc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 7-5-15 oc
bracing.
WEBS
1 Row at midpt 2-17, 4-16, 4-12, 8-10
REACTIONS (Ib/size) 23=3271/0-4-8, (min. 0-1-8),
24=1765/0-5-0, (min. 0-1-8)
Max Horiz 24=-83 (LC 24)
Max Uplift 23=-1161 (LC 4), 24=541 (LC 4)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
1-25=1281/434, 25-26=-1282/434,
2-26=-1282/434, 2-3=1636/549,
3-4=-1431/499, 4-5=-1B80/716,
5-6=-1880l716, 6-7=-1880016,
7-8=1545/588, 10-23=267/803,
19-23=2468/895, 8-19=2468/895
BOT CHORD
16-17=391/1314, 15-16=621/1918,
14-15=621/1918, 13-14=621/1918,
12-13=621/1918, 12-27=-476/1337,
11-27=-482/1351
WEBS
1-17=540/1821, 2-17=1361/468,
2-16=126/326, 3-16=120/435,
4-16=802/307, 4-14=01267, 6-12=-485/279,
7-12=-451/851, 7-11=-334/568,
8-11=734/2065, 1-24=1904/592
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) 'Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Bearing at joint(s) 23, 24 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1161 lb uplift at
joint 23 and 541 lb uplift atjoint 24.
7) Use USP JUS24 (With 4-10d nails into Girder & 2-10d
nails into Truss) or equivalent spaced at 2-0-0 cc max.
starting at 28-1-4 from the left end to 30-1-4 to connect
truss(es) C5 (1 ply 2x4 SP), C4 (1 ply 2x4 SP) to back
face of bottom chord.
8) Fill all nail holes where hanger is in contact with lumber.
9) "NAILED" indicates 3-10d (0.148"X3") or 3-12d
(0.148"x3.25") toe -nails per NDS guidlines.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 643 lb
down and 217 lb up at 32-1-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (Ib/ft)
Vert: 1-2=-70, 2-3=70, 3-7=70, 7-8=70, 8-9=70,
10-18=20 \\W 1 1 1 j 1/o/
Concentrated Loads (lb) \�� w' M, BI //
Vert: 25=144, 26=-69, 27=-629, 28=-629, 29=643 ��� �P`"<� �f�
�1GENS - < �-i
PE 7601
-��-
STATE O
ORI
/0AIAL E�G�\
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A17
Half Hip
1
1
Job Reference (optional)
Soumem Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 5 May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:14 Page: 1
ID:NCvwBWtMJ5jFb8Jgm4sm?7yXQsg-tD24C31_6FIcz_cNtb4cKxUA51 e2drOEgC?tPrz_m5B
1-1-9 5-9-A 11-01 17-11-1 24-8-6 31-5-10 38-2-15 45-2-0
1-1-9 5-9 4 5-2-12 6_11-1 6-9-5 6-9-5 6-9-5 6-11-1
5x7-
4
3x5= 3x6= 2x4a 3x5= 3x6= 3x5= 4x5=
5 6 7 8 9 10 11
4x5= 2x4n 3x5= 4x6= 3x5= 3x8= 4x6= 3x5= 4x5=
5-9 4 11-12 17-11-1 24-8-6 31-5-10 -2-15 45-2-0
5-9 4 5 1-4 8 6-9-5 6-9-5 6-9-5 386-9-5 6-11-1
it
Scale = 1:78.6
Plate Offsets (X, Y): [4:0-54,0-2-8], [10:0-2-4,0-1-8], [11:0-2-0,0-2-0], [12:Edge,0-3-8], [13:0-2-0,0-2-0], [14:0-2-4,0-1-8], [21:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc) I/defl
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.79
Vert(LL)
0.37 16-17 >999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.95
Vert(CT)
-0.69 16-17 >781
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.97
Horz(CT)
0.20 12 n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 261lb FT=10%
LUMBER
TOP CHORD 2x4 SP N0.2 *Except` T2:2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* W6:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS 1 Row at midpt 11-12, 11-13
REACTIONS (lb/size) 2=2110/0-8-0, (min. 0-2-8),
12=2009/ Mechanical, (min. 0-1-8)
Max Horiz 2=297 (LC 8)
Max Uplift 2=550 (LC 5), 12=-666 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-3859/1046, 34=3398/1026,
11-12=1947/692, 4-5=3920/1285,
5-6=-4059/1335,6-7=4059/1335,
7-8=4059/1335, 8-9=3470/1146,
9-10=3470/1146, 10-11=2148/711
BOT CHORD 2-20=1061/3325, 19-20=1061/3325,
18-19=953/2970, 17-18=953/2970,
16-17=1285/3919, 15-16=1146/3470,
14-15=1146/3470, 13-14=-711/2148
WEBS 3-19=-431/261, 4-19=65/403,
4-17=-482/1217, 5-17=625/372,
7-16=-463/265, 8-16=24&762,
8-14=-951/423, 10-14=563/1710,
10-13=1599/653,11-13=-909/2747
NOTES
1) VVind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) All plates -are 3x5 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 666 lb uplift at joint
12 and 550 lb uplift at joint 2.
LOAD CASE(S) Standard
�XCENS������i
PE 7601 `� l
STATE OF
o
ORIID
S OL
6
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A18
He Hip
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL, 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:14 Page: 1
ID:Og3Uc06LHRangp6HIVhh7eyXQr4-tD24C31_6FIcz cNtb4cKxUCzl[YdsKEgCltPrz m5B
4-9-4 9-0-0 16-3-14 23-5-15 30-8-1 37-10-2 45-2-0
1-1-9 4-9-4 4-2-12 7-3-14 7-2-2 7-2-2 7-3-14
5x7= 3x5= 3x6= 2x4u 3x5= 3x6= 3x6= 4x5=
_12 4. 5 6 7 8 9 10 11
M
O
V
4x5=
3x5= 4x6= 3x8= MT20HS 3x8 = 3x9= sxon
3x5= 3x6=
9-1-12 16-3-14 23-5-15 30-B-1 37-10-2 45-2-0
9-1-12 7-2-2 7-2-2 7-2-2 7-2-2 7-3-14
Scale=1:78.5
Plate Offsets (X, Y): [4:0-5-4,0-2-8], [11:0-2-0,0-1-12], [12:0-2-12,0-1-8], [13:0-2-4,0-1-8], [17:0-2-4,0-1-8], [20:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.67
Vert(LL)
0.42
16
>999
240
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.47
Vert(CT)
-0.77
16-17
>693
180
MT20HS
187/143
BCLL
0.0
Rep Stress [nor
YES
WB
0.90
Horz(CT)
0.16
12
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 2441b
FT=10%
LUMBER
TOP CHORD
2x4 SP M 31 'Except' T1:2x4 SP No.2
BOT CHORD
2x4 SP M 31
WEBS
2x4 SP No.3 `Except' W5:2x4 SP N0.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
2-7-7 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-4-3 oc
bracing.
WEBS
1 Row at midpt 11-12, 11-13
REACTIONS (lb/size) 2=2110/0-8-0, (min. 0-1-12),
12=2009/ Mechanical, (min. 0-1-8)
Max Horiz 2=247 (LC 8)
Max Uplift 2=576 (LC 5), 12=668 (LC 5)
FORCES
(Ib) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
2-3=3804/1125, 3-4=3563/1083,
4-5=-4609/1523, 5-6=-4992/1649,
6-7=-4992/1649, 7-8=4992/1649,
8-9=-4370/1449, 9-1 0=-4370/1449,
10-11=-2749/912,11-12=1942/695
BOT CHORD
2-19=1098/3277, 18-19=1000/3134,
17-18=1000/3134, 16-17=1523/4608,
15-16=1449/4370, 14-15=1449/4370,
13-14=912/2749
WEBS
4-19=20/375, 4-17=-661/1735,
5-17=783/415, 5-16=189/454,
7-16=-493/282, 8-16=238/737,
8-14=-888/409, 10-14=635/1920,
10-13=1574/654,11-13=-1068/3217
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 668 lb uplift at joint
12 and 576 ib uplift at joint 2.
LOAD CASE(S) Standard
CENS,,'��ii
- _ ! PE 7601 \`I
t
STATE OF
S/0NAL
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
A19
Half Hip Girder
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
Scale=1:78.4
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:15 Page: 1
ID:SgMs4z4bBvhgTal17X21cbyXQjN4D24C.31_6FIcz_cNtb4cKxU8Sliydr3EgC?tPrz m5B
-1-1-9 7-0-0 12-10-14 18-8-0 25-3-1 31-10-2 38-5-3 45-2-0
1-1-9 7-0-0 5-10-14 5-9-2 6-7-1 6-7-1 6-7-1 6-8-13
5x8= 3x5= 2x4n Sx6 We = 4x10= 2x4 if 4x6= 3x5= 4x6=
3 23 24 4 25 2627 5 28 29 630 731 32 33 B 34 935 3610 37 38 39 11
6P
NOP2X STP
2x4n
20 40 41 19 42 18 4344 7 45 46 47 198 49 1550 14 51 52 5313 54 55 56 3x,
2x4 3x5= 3x6= 2x4 3x6= 3 9= 3x7=
4x5= ° - 5x9= ° - x - -
7-1-12 12-10-14 18-8-0 18-11-8 25-3-1 31-10-2 38-5-3 45-2-0
7-1-12 5-9-2 5-9-2 0-3-8 6-3-9 6-7-1 6-7-1 6-8-13
Plate Offsets (X, Y): [3:0-6-0,0-2-8], [4:0-2-4,0-1-8], [6:0-3-0,Edge), [9:0-3-0,Edge], [11:0-2-12,0-1-12], [12:0-3-0,0-1-8], [13:0-1-12,0-1-8], [14:0-4-0,0-1-8], [17:0-4-8,0-3-0j, [21:0-2-2,0-1-0]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.96
Vert(LL)
0.21
14
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.70
Vert(CT)
-0.33
13-14
>964
180
BCLL
0.0
Rep Stress Incr
NO
WB
0.98
Horz(CT)
0.07
12
n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 235lb FT= 10%
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
BRACING
TOP CHORD
I:ti)t�ypNl:?I�
WEBS
WEBS
WEBS
3-20=41/716, 5-17=-1002/738, 7)
2x4 SP M 31 *Except* T1:2x4 SP No.2
7-17=-4712/2139, 7-16=0/554,
2x4 SP M 31 *Except* B1:2x4 SP No.2
7-14=-974/2148, 8-14=935/685,
2x4 SP No.3 *Except* W4:2x4 SP No.2
10-14=-190/416, 10-13=12391861,
2x4 SP No.3
11-13=-1468/3233, 3-19=-1288/581,
4-19=-160/1016, 4-17=3380/1552
Structural wood sheathing directly applied,
except end verticals.
Rigid ceiling directly applied or 6-9-0 oc
bracing.
1 Row at midpt 11-12, 7-14, 11-13, 3-19,
4-17
2 Rows at 1/3 pts 7-17
REACTIONS (lb/size) 2=1006/0-8-0, (min. 0-1-8),
FORCES
TOP CHORD
BOTCHORD
12=2053/ Mechanical, (min. 0-1-8),
17=5346/0-7-0, (min. 0.4-7)
Max Ho0z 2=197 (LC 8)
Max Uplift 2=398 (LC 8), 12=-928 (LC 4),
17=2439 (LC 5)
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
2-3=1472/583, 4-25=1255/2751,
25-26=1255/2751, 26-27=1255/2751,
5-27=1255/2751, 5-26=1255/2751,
28-29=1255/2751, 6-29=1255/2751,
6-30=1255/2751, 7-30=-1255/2751,
7-31=3286/1494, 31-32=3286/1494,
32-33=-3286/1494, 8-33=-3286/1494,
8-34=3286/1494, 9-34=3286/1494,
9-35=3286/1494,35-36=-3286/1494,
10-36=3286/1494, 10-37=2920/1327,
37-38=2920/1327, 38-39=2920/1327,
11-39=2920/1327, 11-12=-1928/979
2-20=-590/1206,20-40=592/1229,
40-41=-592/1229,19-41=-592/1229,
17-45=642/1396, 45-46=-642/1396,
46-47=642/1396, 16-47=642/1396,
16-48=642/1396, 48-49=642/1396,
15-49=642/1396, 15-50=642/1396,
14-50=642/1396, 14-51=1327/2920,
51-52=1327/2920, 52-53=1327/2920,
13-53=1327/2920
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 928 lb uplift at joint
12, 398 lb uplift at joint 2 and 2439 lb uplift atjoint 17.
IE
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 227 lb
down and 227 lb up at 7-0-0. 154 lb down and 152 lb up
at 9-0-12, 154 lb down and 152 lb up at 11-0-12, 154 lb
down and 152 lb up at 13-0-12, 154 lb down and 152 lb
up at 15-0-12, 154 lb down and 152 lb up at 17-0-12,
154 lb down and 152 lb up at 17-8-12, 154 lb down and
152 lb up at 19-8-12, 154 lb down and 152 lb up at
21-8-12, 154 lb down and 152 lb up at 23-8-12, 154 lb
down and 152 lb up at 25-8-12, 154 lb down and 152 lb
up at 27-8-12, 154 lb down and 152 lb up at 29-8-12,
154 lb down and 152 lb up at 31-8-12, 154 lb down and
152 lb up at 33-8-12, 154 lb down and 152 lb up at
35-8-12, 154 lb down and 152 lb up at 37-8-12, 154 lb
down and 152 lb up at 39-8-12, and 154 lb down and
152 lb up at 41-8-12, and 154 lb down and 152 lb up at
43-8-12 on top chord, and 352 lb down and 112 lb up at
7-0-0, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92
lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down
at 17-0-12, 92 lb down at 17-8-12, 92 lb down at
19-B-12, 92 lb down at 21-8-12, 92 lb down at 23-8-12,
92 lb down at 25-8-12, 92 lb down at 27-8-12, 92 lb
down at 29-8-12, 92 lb down at 31-8-12, 92 lb down at
33-8-12, 92 lb down at 35-8-12, 92 lb down at 37-8-12,
92 lb down at 3M �,�r� a��lbdown at 41-8-12, and
92 lb dowpp BB ri 6 hbrd. The design/
selVhers i P/// is the
p\i 'i[reko
1�ad + I%oof Live (balanceiJ Luitif rlr caase=1.25,
tat 16reas�i 5-
w_;� .1 , , a_ „� 8051 ,n
V� ) 3=-193_c:q0f§2 - -
�4� 1
_12,�5Y 2s_151 2s= S'I 'y6 Q51,�31=151
8g�� T5t 39=�`�1 41=46, 42=46,
4 h '& il jr
7--= 48= 46,
��A 53=-46, 54=-46,
55=-46, 56- 6
11
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
B1
Half Hip
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 5 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:15 Page: 1
I D:XVRwoU172rML34HIzLEmA?yXQYI-LPcTPPmctytTb8BaRlbngl OCROmM M30vskQxHz_m5A
i1-1-g 6-9-4 13-0-0 19-7-2 26-0-7 32-7-b
1-1-9
6-9-4 6-2-12 6.7-2 6-5-6 6-7-2
4x4- 3x4= 3x4= 3x4= 2x4n
4 5 6 7 8
9
5x4=
3x4= 1x4n 3x4= 3x4= 3x4=
3x8=
r 6-9-4 13-1-12 22-9-12 32-7-9 r
6-9 4 6-4-8 9-M 9-9-12
f•
Scale = 1:59.7
u)
Plate Offsets (X, Y): [4:0-2-4,0-2-4], [9:0-2-4,0-2-4], [15:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.64
Vert(LL)
-0.17
9-10
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.79
Vert(CT)
-0.38
10-12
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.74
Horz(CT)
0.09
9
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-S
Weight: 183lb FT=10%
LUMBER
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2 *Except` B3:2x4 SP M 31
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-8-6 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-8-15 oc
bracing.
WEBS 1 Row at midpt 5-12, 7-9
REACTIONS (lb/size) 2=1547/0-6-0, (min. 0-1-13),
9=1445/ Mechanical, (min. 0-1-8)
Max Horiz 2=348 (LC 8)
Max Uplift 2=383 (LC 8), 9=-472 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-2648/605, 3-4=-2029/552,
4-5=-1728/534, 5-6=-1504/457,
6-7=-1504/457
BOT CHORD 2-14=-749/2255, 13-14=749/2255,
12-13=749/2255, 11-12=572/1733,
10-11=-572/1733, 9-10=397/1168
WEBS 3-14=0/258, 3-12=610/338, 4-12=-49/501,
5-10=521/261, 7-1 0=1 36f762,
7-9=-1638/562
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are 3x4 MT20 unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 472 lb uplift at joint
9 and 383 lb uplift at joint 2.
LOAD CASE(S) Standard
`U1
GEN
PE 76051 `
a-p 1
STATE OF
40R10 t,
LI
II I
Al
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
B2
Half Hip
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 05 15:19:15 Page: 1
ID:jhjoNUGhR6J81 Dgv5R9HtfyXQXW-LPcTPPmctYtTb6BaRIbrt91 KSR2zMJoOvskQxHz_m5A
1-1-9 5-9-4 11-0-0 1 18-3-2 i 25-4-7 32-7-9
1-1-9 5-9-4 5-2-12 7-3-2 7-1-6 7-3-2
4x7=
4
1x4n 3x4= 3x4=
5 6 7
3x6=
8
._ .. ._ ._ .. ._ 2x6n
3x4= 1x4ii 3x4= 3x8= 3x4= 3x6=
3x4=
i 5-9 4 115 1--12 i 18-3-2 25-4-7 1 32-7-9_
r 5-9-4 4-8 7-1-6 7-1-6 7-3-2
a
Scale = 1:59.6
Plate Offsets (X, Y): [2:0-0-12,Edge], [4:0-5-4,0-2-4], [16:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.88
Vert(LL)
0.13
12-14
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.65
Vert(CT)
-0.29
12-14
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.95
Horz(CT)
0.08
9
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 184 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-11-11 oc
bracing.
WEBS 1 Row at midpt 8-9
REACTIONS (lb/size) 2=1547/0-8-0, (min. 0-1-13),
9=1445/ Mechanical, (min. 0-1-8)
Max Horiz 2=297 (LC 8)
Max Uplift 2=369 (LC 8), 9=-475 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=2676/656, 3-4=-2188/626,
4-5=-2132/695, 5-6=2132/695,
6-7=-2132/695, 7-8=-1514/496,
8-9=-1380/503
BOT CHORD. 2-15=-717/2283, 14-15=717/2283,
13-14=-596/1889, 12-13=596/1889,
11-12=496/1514, 10-11=-496/1514
WEBS 3-14=-462/270, 4-14=66/426,
4-12=-203/306, 5-12=526/305,
7-12=-2531784, 7-10=1013/460,
8-10=-618/1889
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 475 lb uplift at joint
9 and 369 lb uplift at joint 2.
LOAD CASE(S) Standard
CENS����i��
PE rJt0�0
t STATE O
i 0 ��� �� SO - U
ORIO
S ONIAL-` NG\X
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
B3
Half Hip
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:16 Page: 1
I D:oCHOwVg3u32YZCGORW16 KyXQ V h-pbArdl mEes?JCH mm?064QM aU6rKW5nRX7 W UzUkz_m59
-1-1-9 4-9-4 9-0-0 16-11-2 24-8-7 32-7-9 J
1-1-9 4-9-4 4-2-12 7-11-2 7-9-6 7-11-2
3x4=
4x8= 3x4= 3x4= 1x4u 3x7=
4 5 6 7 8
3x4= 3x4= 3x4= 4x4= 4x8= 3x511
9-1-12 16-11-2 24-8-7 32_-7-9_
9-1-12 7-9-6 7-9-6 7-11-2
Scale = 1:59.5
Plate Offsets (X, Y): [4:0-54,0-2-0], [9:0-24,0-1-8], [10:0-1-8,0-2-0], [15:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.95
Vert(LL)
-0.17
2-14
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.95
Vert(CT)
-0.40
2-14
>962
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.86
Horz(CT)
0.09
9
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 173lb FT=10%
LUMBER
TOP CHORD
2x4 SP M 31 'Except* T1:2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-3-3 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc
bracing.
WEBS
1 Row at midpt 5-10, 8-10
REACTIONS (lb/size) 2=1547/0-8-0, (min. 0-1-13),
9=1445/ Mechanical, (min. 0-1-8)
Max Horiz 2=247 (LC 8)
Max Uplift 2=389 (LC 5), 9=-478 (LC 5)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
2-3=-2636l136, 3-4=-2365/685,
4-5=-2645/873, 5-6=-1977/651,
6-7=-1977/651, 7-8=-1977/651,
8-9=-1373/509
BOT CHORD
2-14=-757/2255, 13-14=646/2065,
12-13=646/2065, 11-12=873/2645,
10-11=873/2645
WEBS
4-14=21/404, 4-12=-326/668,
5-10=-774/257, 7-1 O=579/333,
8-1 O=741/2247
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 478 lb uplift at joint
9 and 389 lb uplift at joint 2.
LOAD CASE(S) Standard
V-8LEq��fi
I/ PE 76051 \`
t STATE C
,0'n4OR1DP
9b
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
B4
Half Hip Girder
1
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:16 Page: 1
I D:KDpHs78XmIrF5tl5EEI_WZzNX1 s-pbArdlmEes?JCHmm?064OMaWHrNU5nRX7WUzUkz_m59
-1-0-0
3-9 4 7-0-0 12-2-9 17-3-6 22-4-3 27-5-0 32-7-9 1
1-0-0 3-9 4 3-2-12 5-2-9 5-0-13 5-0-13 5-0-13 5-2-9
4x4=
1x41
MT20HS 5x10 = 3x4= 3x4= 1x4u 3x9= 4x7=
10P 4 20 21 5 22 23 6 724 25 8 26 27 289 29 30 10
A'r
AF�El
N'i
00APOO
1p,
4x7=
3 ro
O
A
11
17 31 32 16 33 34 15 35 1436 1337 38 392 40 41
3x4= MT20HS 7x8 = 3x4= MT20HS 5x12 We = 4x7= MT20HS 3x6 it
4x8=
7-1-12 12-2-9 17-3-6 22-4-3 27-5-0 i 32-7-9__ __ J
7-1-12 5-0-13 5-0-13 5-0-13 5-0-13 5-2-9
Scale = 1:59.2
Plate Offsets (X, Y): [4:0-7-0,0-2-0], [7:0-2-0,Edge], [9:0-2-12,0-1-B], [10:0-2-12,0-1-8], [12:0-1-12,0-1-12], [13:0-1-12,0-1-8], [16:0-3-8,Edge], [18:0-2-2,0-0-6]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.81
Vert(LL)
0.48
15-16
>807
240
MT20HS
187/143
TCDL
15.0
Lumber DOL '
1.25
BC
0.76
Vert(CT)
-0.71
15-16
>542
180
MT20
244/190
BCLL
0.0
Rep Stress Incr
NO
WB
0.86
Horz(CT)
0.17
11
n/a
n/a
BCDL
10.0
Code
FB02017fTP12014
Matrix-S
Weight: 181lb
FT=10%
LUMBER
TOP CHORD 2x4 SP M 31 'Except* T1:2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS
2x4 SP No.3 *Except* W6:2x4 SP M 31,
W5:2x4 SP No.2
OTHERS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
2-2-4 oc puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-4-11 oc
bracing.
WEBS
1 Row at midpt 10-11
REACTIONS (lb/size) 2=2888/0-8-0, (min. 0-2-6),
11 =301 01 Mechanical, (min. 0-1-8)
Max Horiz 2=197 (LC 21)
Max Uplift 2=-1178 (LC 8). 11=-1360 (LC 5)
FORCES
(lb)- Max. Comp./Max Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
2-3=-5356/2300, 3-4=5298/2344,
4-20=-6607/3003, 20-21=-6606/3003,
5-21=6606/3003, 5-22=7011/3180,
22-23=7011/3180, 6-23=7011/3180,
6-7=6069/2753, 7-24=6069/2753,
24-25=6069/2753, 8-25=-6069/2753,
8-26=6069/2753, 26-27=6069/2753,
27-28=6069/2753, 9-28=-6069/2753,
9-29=3791/1720, 29-30=3791/1720,
10-30=3791/1720, 10-11=-2916/1395
BOT CHORD
2-17=2086/4609, 17-31=2130/4731,
31-32=2130/4731, 16-32=2130/4731,
16-33=3003/6606, 33-34=3003/6606,
15-34=3003/6606, 15-35=-3180/7011,
14-35=3180/7011,14-36=-3180l7011,
13-36=3180/7011, 13-37=1720/3791,
37-38=1720/3791, 38-39=1720/3791,
12-39=1720/3791
WEBS
4-17=-43/604, 3-17=-277/368,
4-16=1084/2268, 10-12=2075/4575,
5-16=-1061l716, 5-15=238/495,
6-13=1151/521, 8-13=725/533,
9-13=1262/2783, 9-12=2398/1317
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 1360 lb uplift at
joint 11 and 1178 lb uplift atjoint 2.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 227 lb
down and 304 lb up at 7-0-0, 151 lb down and 193 lb up
at 9-0-12, 151 lb down and 193 lb up at 11-0-12, 151 lb
down and 1931b up at 13-0-12, 151 lb down and 193 lb
up at 15-0-12, 151 lb down and 193 lb up at 17-0-12,
151 lb down and 193 lb up at 19-0-12, 151 lb down and
193 lb up at 21-0-12, 151 lb down and 193 lb up at
23-0-12, 151 lb down and 193 lb up at 25-0-12, 151 lb
down and 193 lb up at 27-0-12, and 151 lb down and
193 lb up at 29-0-12, and 151 lb down and 193 lb up at
31-0-12 on top chord, and 352 lb down and 137 lb up at
7-0-0, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92
lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down
at 17-0-12, 92 lb down at 19-0-12, 92 lb down at \\\ V
21-0-12, 92 lb down at 23-0-12, 92 lb down at 25-0-12,
92 lb down at 27-0-12, and 92 lb down at 29-0-12. and �xCE/�/S;
92 lb down at 31-0-12 on bottom chord. The design/
selection of such connection device(s) is the / P E ! 605 responsibility of others. /
LOAD CASE(S) Standard47� 1 1
1) Dead + Roof Live (balanced): Lumber Increase=1.25, �� 1 / 1
Plate Increase (�� STATE OF
Uniform Loads (lb/ftIb/ft) �1 '7_ �
Vert: 1-4=-70, 4-10=-70, 2-11=20 / 0
Concentrated Loads (lb) %� ��� OR]D_P
93,
52,
-15
21�151,127=1 51328= 125=151,
151,1/�S/OI�L \
31=46, 32=-46, 33=46, 34=46, 35=46, 36= 46,
37= 46, 38= 46, 39=46, 40=46, 41=46
a "1
Job
Truss
Truss Type
City
Ply
Renton-Jem-Mission
C1
Roof Special Girder
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:17 Page: 1
ID:JKATZgUBL1Tt?RUkh2rV6PyXjuh-pbArdlmEes?JCHmm?0640MaXsrJj5nHX7WUzUkz m59
1-1-9 5-0-0
,7-0-0 ,
19-4-0
22-0-0
28-4-0
34-8-0
41-8-0
1-1-9 5-0-0
2-0-0
12-4-0
2-8-0
6-4-0
6 4-0
7-0-0
5x5=
4x8=
5x5=
9
29 30
10
31 32
11
ch
o
MT20HS 5x8 = 3x4u 4x5=
5x12=
5 .
27 28 6 7
8
�
2x4.
J2
4
12
3
12
r12ti
�
5
10
NOP2X2TP
oo
NOP2XSTP
3
3
L6 -
CQ
-
M c'
2x411 3
2
y
o
ioc
c
17 16
35 36
1514
37 38
13
a2
1 0
22
33 34 2D
19
W 3x12=
MT20HS 3x8
3x4=
3x6=
1`"
0
5x4=
=
24
5xl2= 2x4u
2x4n
3x5= 3x8a
2x4u Sx10=
3x4=
NOP2X STP
32060
2-10-4
15-4-0
2-0-0
7-1-12
12 8-0 14-11-8 19-2-4
22-1-12
1 -4-0
34-6-4
41-8-0
2-0-0
4-1-12
5-6 4 2-3-8 3-10 4
2-11-8
6-2 4
6-2-4
7-1-12
0-10-4
0-4-8
0-1-12
;i
Scale=1:74.7
Plate Offsets (X, Y): [20 ,0 2], -1-2.0 )-0.[22:0-2-0,0]2[12], 0-2- -4.], 1. 0]-12,0-1-8], [8:0-7-12,0-3-4], [9:0-3-0,0-2-8], [10:0-4-0,0-2-8], [11:0-3-0,0-2-8], [16:0-5-4,0-1-8], [18:0-4-12,0-3-0],
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
Ltd
PLATES
GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.71
Vert(LL)
0.23
14
>999
240
MT20HS
187/143
TCDL
15.0
Lumber DOL
1.25
BC
1.00
Vert(CT)
-0.35
13-14
>909
180
MT20
244/190
BCLL
0.0
Rep Stress Incr
NO
WB
0.87
Horz(CT)
0.19
12
n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 216lb
FT=10%
LUMBER
TOP CHORD 2x4 SP M 31 'Except` T1,T3:2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP No.3,
B5,B6:2x4 SP M 31
WEBS
2x4 SP No.3 *Except` W7,W9:2x4 SP N0.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-3-1 or. purlins.
BOT CHORD
Rigid ceiling directly applied or 5-7-4 oc
bracing.
WEBS
1 Row at midpt 5-21, 8-18, 10-16
REACTIONS
(lb/size) 2=60010-8-0, (min. 0-1-8),
12=2064/0-8-0, (min. 0-1-11),
18=4718/0-8-0, (min. 0-3-15)
Max Horiz 2=152 (LC 8)
Max Uplift 2=216 (LC 8). 12=-903 (LC 9).
18=2064 (LC 8)
Max Grav 2=605 (LC 17), 12=2068 (LC 18).
18=4718 (LC 1)
FORCES
(Ib) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD
2-3=-670/226, 3-4=-943/394, 4-5=-699/312,
5-27=-788/1893, 27-28=788/1893,
6-28=-788/1894, 6-7=821/1970,
7-8=1749/3972, 8-9=2651/1380,
9-29=2404/1261, 29-30=2404/1261,
10-30=2403/1261, 10-31=-3452/1650,
31-32=3452/1650, 11-32=3453/1651,
11-12=3963/1794
BOT CHORD
2-24=-268/492, 3-23=-415/857,
22-23=-414/854, 22-33=276/656,
33-34=276/656, 21-34=-276/656,
6-21=-713/518, 7-18=2826/1301,
17-18=570/968, 16-17=574/970,
16-35=-1939/4180,35-36=-1939/4180
15-36=1939/4180, 14-15=1939/4180:
14-37=1939/4180, 37-38=-1939/4180,
13-38=1939/4180, 12-13=1510/3410
WEBS 5-22=-228/918, 5-21=-2762/1211,
18-21=-3955/1813,7-21=-1526/3281,
8-18=-5452/2393,8-16=-830/1824,
9-16=-111/602, 10-16=2055/939,
10-14=0/616, 10-13=909/495,
11-13=-297/1066, 4-22=302/181,
23-24=284/565, 3-24=-729/398
Vert: 1-5=-70, 5-B=70, 8-9=-70, 9-11=-70,
11-12=70, 2-24=20, 21-23=-20, 19-20=20,
12-18=-20
Concentrated Loads (lb)
Vert: 5=169, 9=214, 11=-214, 21=-46, 6=-151,
22=436, 16=-390, 14=-92, 13=-390, 10=-302,
27=169, 28=169, 29=-151, 30=151, 31=151,
NOTES
32=-151, 33=-34, 34=34, 35=-46, 36=46, 37=46,
1) Unbalanced roof live loads have been considered for this
38=-46
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 903 lb uplift at joint
12, 216 lb uplift at joint 2 and 2064 lb uplift at joint 18.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 258 lb
down and 185 lb up at 7-0-0, 209lb down and 143 lb up
at 9-0-12, 209lb down and 143 lb up at 11-0-12, 191 lbdown and 152
1b up at 13-0-12, 261 lb down and 249 lb
\\\�pp1��` -
\P1-
up at 22 0-0, 154 lbdo n and 152 lb up at24-0-12,
\\\\\
---
154 lb down and 152 lb up at 26-0-12, 154 lb down and
` Q) � \CENs�5
152 lb up at 28-0-12, 154 lb down and 152 lb up at
28-7-4, 154 lb down and 152 lb up at 30-7-4, and 154 lb
/ PE 76051
down and 152 lb up at 32-7-4, and 261 lb down and 249
lb up at 34-8-0 on top chord, and 436 lb down and 168
q 9 Y I
Ib up at 7-0-0, 67 Ib down at 9-0-12, 67 Ib down at
11-0-12, 92 lb down at 12-9-12, 390 lb down and 142 lb
up at 22-0-0, 92 lb down at 24-0-12, 92 lb down
0 STATE OF
�� OF
at
26-0-12, 92 lb down at 28-0-12, 92 lb down at 28-7-4.
0
92 lb down at 30-7 4, and 92 lb down at 32-7 4, and
down
/
// ORID
\
390 lb and 142 lb up at 34-7-4 on bottom chord.
The design/selection of such connection device(s) is the
S/ 1tiAL NG\\
Q I E \
responsibility of others.
/����
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
C2
Roof Special
1
1
Job Reference (optional)
boumem i russ, K. Pierce, t-L., 34951 Kun: 8.4 5 U May 13 ZUZU Hnnt: 8.4UU 5 May 13 2U2U MIIeK Industries, Inc. Mon Jul U5 15:19:17 Page: 1
ID:BJsE4BSn3GCOg9MQ?L?PsVyXY2r-HnkDg5nsPA7AgRLyZjeJya6hHFhhqEEgMADXOAz m58
-1-1-9 5-6-10 9-0-0 21-4-0 24-0-0 , 28-4-0 32-8-0 , 36-10-12 41-8-0
1-1-g 5-6-10 3-5-6 12-4-0 2-8-0 4 4-0 4 4-0 4-2-12 49
4
5x5= 3x4= 5x5=
-Co-o Sx7= 2x4 it 4x9= 5x5= 9 10 11
N 6i2 5 6 7 8'' 2x4.
44° 11 12 11 a 12
r 4 9
SxB= 4 6
I-NOP2X STP 3 3 13
'd• v 2x4 n o c
c,+ 2 22 17 16 15 14 '793x5Q91
oc
0 1 2490 20 9 193x9= 3x8= 3x6= 3x8= r r
2x4 it 3x4= Sx8= 2x4u
3x5= 2Au 4x7=
15-44-®P2X STP
3-0-0 9-1-12 12-8-0 14-11-8 21-2-4 24-112 32-6-4 41-7-1 41-8-0
3-0-0 6-1-12 3-6-4 2-3-8 5-10 4 2-11-8 8-4-8 9-0-13 0-0-15
0-4-8
e
Scale = 1:74.8
Plate Offsets (X, Y): [5:0-5-4,0-2-8], [7:0-2-0,0-2-0], [9:0-2-8,0-2-4], [11:0-2-8,0-2-4], [18:0-2-0,Edge], [21:0-2-12,0-2-8], [25:0-2-2,0-1-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.16 13-14 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.35 13-14 >917 180
BCLL . 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 233lb FT=10%
LUMBER 4) All plates are MT20 plates unless otherwise indicated.
TOP CHORD 2x4 SP No.2 5) This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3 chord live load nonconcurrent with any other live loads.
WEBS 2x4 SP No.3 6) Provide mechanical connection (by others) of truss to
BRACING bearing plate capable of withstanding 260 lb uplift at joint
TOP CHORD Structural wood sheathing directly applied or 13, 132 lb uplift atjoint 2 and 696 lb uplift atjoint 18.
4-1-14 oc pudins. LOAD CASE(S) Standard
BOT CHORD Rigid ceiling directly applied or 4-8-14 oc
bracing.
REACTIONS (lb/size) 2=405/0-8-0, (min. 0-1-8),
13=1003/0-11-5, (min. 0-1-8),
18=2380/0-8-0, (min. 0-2-13)
Max Horiz 2=170 (LC 8)
Max Uplift 2=132 (LC 6). 13=-260 (LC 9),
18=696 (LC B)
Max Grav 2=421 (LC 17), 13=1003 (LC 1).
18=2380 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-405/89, 3-4=-950/436, 4-5=-85/274,
5-6=217/893, 6-7=-226/909, 7-8=636/400,
8-9=-1032/428, 9-10=-887/388,
10-11=-12171418, 11-12=-1426/433.
12-13=-1738/507
BOT CHORD 2-24=-171/296, 3-23=316/202, V
22-23=1 86/261, 7-1 8=2508/813,
15-16=330/1207, 14-15= 330/1207, `�\ _NCEN j
14 6397/1489 _ \,
WEBS 5-22-22=66/365, 5-21=-963/321, -�i'—� � / PE /6051
18-21=1464/501, 7-21=380/1156, f ^17 I
7-17=-516/2327, 8-17=981/283,
8-16=77/318, 9-16=118/254, — `r /
10-16=480/156, 11-14=621371, STATE O
12-14=-319/268, 4-22=-442/277, i \ f
4-23=-308/749 j Oit1 �^7
NOTES /// �S ORj�
1) Unbalanced roof live loads have been considered for this // '91c)
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
ad
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
C3
Common
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 16:19:17 Page: 1
ID:g?byR3sbgSDDzS31DeLxigyXQIY-HnkDg5nsPA7AgRLyZjeJya6hzF]CgNBgMADXOAz_m58
1-1-1-91 B-4-4 1 11-0-0 1 15-0-0 1
1-1-9 8-4-4 2-7-12 4-0-0
3x4= 2x4u
5 6
3x5=
3X9 =
l X4 n
3x4=
1x4u
1x4n
2x4=
1x4n
3-0-0
14-8-8
1 2-0-0
2-10�1 8-4-4
1 12-8-0 12-9-12 15j0-0
2-0-0
0_10_4 5 4 4
4-3-12 0-1-12 0-3-8
Scale = 1:48.8
0-1-12
1-10-12
Plate Offsets (X, Y): [3:0-8-0,0-0-1], [5:0-2-0,0-2-8], [11:0-2-2,0-0-8]
Loading (psf)
Spacing
2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL (roof) 20.0
Plate Grip DOL
1.25
TC
0.75
Vert(LL) 0.48 8-9 >365 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.60
Vert(CT) -0.70 8-9 >252 180
BCLL 0.0
Rep Stress Incr
YES
WB
0.32
Horz(CT) 0.34 15 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 79lb FT=10%
LUMBER
TOP CHORD 2x4 SP M 31 'Except' T2:2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31,
F2:2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-11-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 4-7
REACTIONS (lb/size) 2=750/0-3-8, (min. 0-1-8),
15=658/0-3-8, (min. 0-1-8)
Max Horiz 2=298 (LC 8)
Max Uplift 2=197 (LC 8), 1`5=-210 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-339/0, 3-4=-1083/273, 7-15=658/210
BOT CHORD 3-9=-403/951, 8-9=403/951, 7-B=-403/951
WEBS 4-8=2/406, 4-7=-1040/450
NOTES
1) Unbalanced roof live loads have been considered for this
design.
\1 1 I I I I I' /1 ///
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
\\`
�\ N Ni • k
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 DOL=1.60
��C EIS'
plate grip
3) Provide adequate drainage to prevent water ponding.
designed 10.0 bottom
/ PE 76051
4) This truss has been for a psf
chord live load nonconcurrent with any other live loads.
5) Bearing atjoint(s) 15 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
d' 4
/
t
designer capacity bearing surface.
\ STATE OF
should verify of
6) Provide mechanical connection (by others) of truss to
j Q �� 7 — 8
bearing plate capable of withstanding 197lb uplift at joint
<_ORI_D_P
//����S/D���L
2 and 210 lb uplift at joint 15.
LOAD CASE(S) Standard
�T
Job
Truss
Truss Type
Oty
Ply
Renton-Jem-Mission
C4
Half Hip
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:17 Page: 1
ID:jpZTSyy?96bZSN1emLXBv4yXULw-HnkDg5nsPA7AgRLyZjeJya6iYFm_gCVgMADXOAz m58
A
C0
O
O
-1-1-9 8-4-4 13-0-0 15-0-0 i
i1-1-9T B-4-4 4-7-12
3x5=
3x4= 2x4n
5 6
3x6= 1x4n 4x8=
1x4n
1x4n 2x4=
1x4n
3-0-0 14-8-8
2-0-0 2-10-4 8-4-4 12-7-14 12-9-10 15-0-0
2-0-0 0-10-4 5-4-4 4-3-10 0-1-12 0-3-8
Scale = 1:53 0-1-12 1-10-14
Plate Offsets (X, Y): [3:0-7-B,Edge], [5:0-2-0,0-2-8], [7:0-4-8.0-2-0], [11:0-2-2,0-0-8]
Loading
TCLL (roof)
TCDL
BCLL
BCDL
(psf)
20.0
15.0
0.0
10.0
Spacing 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017ITP12014
CSI
TC
BC
WB
Matrix-S
0.65
0.55
1.00
DEFL
Vert(LL)
Vert(CT)
Horz(CT)
in
0.43
-0.59
0.29
(loc)
8-9
8-9
15
I/deft Ud
>409 240
>297 180
n/a n/a
PLATES GRIP
MT20 244/190
Weight: 81 lb FT = 10%
LUMBER
TOP CHORD
2x4 SP M 31 'Except' T2:2x4 SP No.2
BOT CHORD
2x4 SP No.2 *Except* B2:2x4 SP M 31,
F2:2x4 SP No.3
WEBS
2x4 SP No.3
OTHERS
2x4 SP 6.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS
(lb/size) 2=756/0-8-0, (min. 0-1-8), 15=649/
Mechanical, (min. 0-1-8)
Max Horiz 2=348 (LC 8)
Max Uplift 2=186 (LC 8), 15=-258 (LC 8)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-367/0, 3-4=1054/252, 7-15=649/258
BOT CHORD 3-9=-436/919, 8-9=-436/919, 7-8=-436/919
WEBS 4-8=0/394, 4-7=1004/478
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10'.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 186 lb uplift at joint
2 and 258 lb uplift at joint 15.
LOAD CASE(S) Standard
i\C ENS���
PE 76051
ZZ:
�3 STATE OFt
0� \�"4 ORID
�/lllllll�
to
Job
Truss
Truss Type
Qty
Ply
Renton-Jem MiSsiOn
C5
MonopitCh
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: B.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:18 Page: 1
ID:jQZTSyy?96bZSN1emLXBv4yXULw-I_Ib2RoUATF1Sbw86R9YVnfine57Zekgbgz4Ycz m57
M
C6
•1-1-9 7-10-9
1-1-9 7-10-9
3x4=
5-0-0
7-1-7
2x4 0
4
3x4=
1x4n
7-10-9 I� 15-0-0 I
Scale=1:48.9 7-10-9 7-1-7
Plate Offsets (X, Y): [3:0-3-0,0-3-4], [7:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defi
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.81
Vert(LL)
-0.08
2-6
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.62
Vert(CT)
-0.19
2-6
>903
180
BCLL
0.0
Rep Stress Incr
YES
WB
1.00
Horz(CT)
0.02
5
n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 78lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-7-14 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-8-1 oc
bracing.
REACTIONS (lb/size) 2=75610-8-0, (min. 0-1-8), 5=649/
Mechanical, (min. 0-1-8)
Max Horiz 2=393 (LC 8)
Max Uplift 2=166 (LC 8), 5=-312 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-921/94
BOT CHORD 2-6=351/720, 5-6=351/719
WEBS 3-6=0/349, 3-5=815/398
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 312 lb uplift at joint
5 and 166 lb uplift at joint 2.
LOAD CASE(S) Standard
CENS�.\�^
- ! PE 76051 \`
r—
t STATE OF
/Oao
� �\\- ORID
//IIIIIl\\\
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
C6
Monopitch Girder
1
2
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc, Mon Jul 05 16:19:18 Page: 1
ID:ZhctwKTnlQz?8_SXSFZ3c7yXQ3Y-I_Ib2RoU.ATF1Sbw86R9YVnfyHeBYZiygbgz4Ycz m57
Co
5-14 9-1-0 14-6.4
1-1-9 5-1-4 3-11-12 5-5-4
2x4 it
6
2x4 it 10x10= 6x6=
3x7 o
HUS26 HUS26 HUS26 HUS26
5-1-4 9-1-0 14-6-4 I
Scale =1:49 5-1 4 3-11-12 5-5-4
Plate Offsets (X, Y): [5:0-1-8,0-1-12], [7:0-3-0,0-1-12], [10:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.33
Vert(LL)
0.10
8-9
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.53
Vert(CT)
-0.15
8-9
>999
180
BCLL
0.0
Rep Stress Incr
NO
WB
0.73
Horz(CT)
0.03
7
n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 194lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP M 26
WEBS 2x4 SP No.3 `Except* W4:2x4 SP No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-8-7 oc pudins, except end verticals.
*BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
WEBS 1 Row at midpt 5-7
REACTIONS (lb/size) 2=3298/0-8-0, (min. 0-1-8),
7=5328/0-4-0,(min. 0-2-3)
Max Horiz 2=380 (LC 8)
Max Uplift 2=1221 (LC 8), 7=2067 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-6604/2468, 3-4=5144/1843,
4-5=5032/1853
BOT CHORD 2-9=-2463/5765, 9-12=2463/5765,
8-12=2463/5765, 8-13=-1839/4558,
13-14=1839/4558, 7-14=183914558
WEBS 3-9=-563/1265, 3-8=-1427/737,
5-8=-2189/5742, 5-7=5943/2398,
NOTES
1) 2-ply truss to be connected together with 1Od (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-4-0 oc.
Web connected as follows: 2x4 -1 row at 0-9-0 oc,
Except member 5-8 2x4 -1 row at 0-7-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
4) AII plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 2067 lb uplift at
joint 7 and 1221 lb uplift at joint 2.
7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 7-0-12 from the left end to 13-0-12 to connect
truss(es) B4 (1 ply 2x4 SP), B3 (1 ply 2x4 SP), B2 (1 ply
2x4 SP), B1 (1 ply 2x4 SP) to front face of bottom chord.
8) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-6=-70, 2-7=-20
Concentrated Loads (lb)
Vert: 8=-1425, 12=-2990, 13=1425, 14=1425
BCEQ�ij/
OGENS
/ PE 76051 \`
STATE 0
\<ORIDP.�y<C,
f/11IM0
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
CJ5
Diagonal Hip Girder
2
1
Job Reference (optional)
SOUinem Iruss, rt. merce, rL., 34VOI
Scale = 1:31.8
Plate Offsets (X, Y): [5:0-2-2,0-0-8]
Kun: tl.4 5 U May 13 2UZU F'nnt: b.4UU 6 May 13 2U2U MI IeK Inrlustnes, Inc. Mon Jul Ub 1o:IU:1b F'age: 1
ID:tKL2X18HKbkuZjYDUeSKWgyXTxs-I_Ib2RoUATF1Sbw86R9YVnfrGelNZtMgbgz4Ycz m57
1 -1-6-2 I 6-11-6
1 2 6-11-6
2x4 =
4.241r
NAILED
NAILED NAILED
NAILED NAILED
4
6-11-6
Loading
TCLL (roof)
TCDL
BCLL
BCDL
(psf)
20.0
15.0
0.0
10.0
Spacing 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TP12014
CSI
TC
BC
WB
Matrix-P
0.78
0.86
0.00
DEFL
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/deft
0.18 2-4 >444
-0.29 2-4 >273
0.00 3 • n/a
L/d
240
180
n/a
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS
(lb/size) 2=406/0-10-15, (min. 0-1-8),
3=194/ Mechanical, (min. 0-1-8),
4=143/ Mechanical, (min. 0-1-8)
Max Horiz 2=159 (LC 4)
Max Uplift 2=-189 (LC 4), 3=134 (LC 8),
4=-42 (LC 4)
Max Grav 2=406 (LC 1), 3=194 (LC 1). 4=164
(LC 3)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind:ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 134 lb uplift at joint
3, 189lb uplift at joint 2 and 42 lb uplift at joint 4.
5) "NAILED" indicates 3-10d (0.148"x3") or 2-12d
(0.148"4.25") toe -nails per NDS guidlines.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert 1-3=70, 2-4=20
Concentrated Loads (lb)
Vert: 7=99, 9=-128
VI
P _ B4/
CENs����i/�i�
Jf{j/ PE 76051
` t
}
"d STATE OF
0R11)P.����
ZONAL
3k
1
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
CR
Diagonal Hip Girder
4
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951
Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:18 Page: 1
ID:yMNaWzQ2XVrbugbmuVFKPMyXjum-I Ib2RoUATF1 Sbw86R9YVnfyWe9M2o2gbgz4Ycz_m57
I -1-6-2 I
5-3-6
1
9-9-5
I
1-6-2
5-3-6
4-5-15
NAILED
12
NAILED
4.24 r
4
NAILED
NAILED
NAILED
.. 3x4 ,
12
3
11
ci
v
10
A
�
1x4n 2
Cl)'T=
1
B1
1 c� °� 13
14 7
15
ffis
1 x4 n
3x4 =
3x4 =
NAILED
NAILED
NAILED
NAILED
NAILED
NAILED
5-3-6
9-5-7
9-9-5
Scale = 1:39
5-33 6
4-2-1
0-3-14
Plate Offsets (X, Y): (8:0-2-2,0-0-8)
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc)
I/deft L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.38
Vert(LL)
0.02 2-7
>999 240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.35
Vert(CT)
-0.04 2-7
>999 180
BCLL
0.0
Rep Stress Incr
NO
WB
0.34
Horz(CT)
0.01 6
n/a n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 43 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=525/0-10-15, (min. 0-1-8),
4=141/ Mechanical, (min. 0-1-8),
6=334/ Mechanical, (min. 0-1-8)
Max Horiz 2=209 (LC 4)
Max Uplift 2=-214 (LC 4). 4=-105 (LC 4),
6=121 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-10=748/185, 10-11=719/223,
3-11=-671/227
BOT CHORD 2-13=-329/670, 13-14=329/670,
7-14=-329/670, 7-15=329/670,
6-15=329/670
WEBS 3-7=0/263, 3-6=732/359
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 105 lb uplift atjoint
4, 214 lb uplift at joint 2 and 121 lb uplift at joint 6.
5) "NAILED" indicates 3-10d (0.148"x3") or 2-12d
(0.148"x3.25") toe -nails per NDS guidlines.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-4=70, 2-5=20
Concentrated Loads (lb)
Vert: 10=99, 12=-47, 14=-64, 15=18
\\\\\\ III k N'1 113 /��//
1
-� PE 76051 \`
1� L �� I
STATE OF
�o <7
Job
Truss
Truss Type
Qty
Ply
Renton Jem-Mission
CRT
Diagonal Hip Girder
1
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:18 Page: 1
ID:yM NaVVzQ2XVrbugbmuVFKPMyXjum-I_Ib2RoUATF1 Sbw86R9YVnfuvel DZovgbgz4Ycz_m57
I -1-6-2 I 6-2-9 I 9-9-5 I
1-6-2 6-2-9 3-6-11
4.241r NAILED
NAILED
M
CJ
V�
3x4=
NAILED
NAILED
i 10
3x5=
NAILED 1x4n
NAILED 1x4n
3x4 c —
15
0
V c�
BA n
9 17 76
x4o 3x4= 1
NAILED
NAILED
4-2-3
9-9-5
2-9-6
4-0-7 11 6-2-9
9-4-12
2-9-6
1-3-1 11 240-7
3-2-3
0 4-8
Scale=1:42.1
0-1-12
Plate Offsets (X, Y): [3:0-6-3,0-1-5], 13:Edge, 0-1-4), [7:0-1-4,0-1-8], [11:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/defl
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.61
Vert(LL)
0.21
3-9 >540
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.87
Vert(CT)
-0.33
3-9 >335
180
BCLL
0.0
Rep Stress Incr
NO
WB
0.35
Horz(CT)
0.14
7 n/a
n/a
BCDL
10.0
Code
FBC2017fTP12014
Matrix-S
Weight: 44lb FT=10%
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-4-8 oc
bracing.
REACTIONS (lb/size) 2=521/0-10-15, (min. 0-1-8), 5=79/
Mechanical, (min. 0-1-8), 7=431/
Mechanical, (min. 0-1-8)
Max Horiz 2=209 (LC 20)
Max Uplift 2=187 (LC 4), 5=67 (LC 20),
7=171 (LC 8)
Max Grav 2=521 (LC 1). 5=83 (LC 17), 7=431
(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-13=-267/0, 3-14=-1142/396,
4-14=-1096/396
BOT CHORD 3-9=-481/1084, 8-9=-481/1084,
8-17=-481/1084,7-17=-481/1084
WEBS 4-8=76/333, 4-7=1153/511
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss is not designed to support a ceiling and is not
intended for use'where aesthetics are a consideration.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 67 lb uplift at joint
5, 187 lb uplift atjoint 2 and 171 lb uplift atjoint 7.
6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d
(0.148"x3.25") toe -nails per NDS guidlines.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-5=-70, 2-10=20, 6-9=20
Concentrated Loads (lb)
Vert: 13=99, 14=25, 15=23, 17=111
- z / PE 76051
STATE OF
110
OR]pP.��G��
\
,V
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
D1
Common
6
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:18 Page: 1
ID:ImQ3ZFEMMGMHfQcb?wBIWvyXQ1Ga_Ib2RoUATF1Sbw86R9YVnfwde3FZgxgbqz4Ycz m57
u� cn
LO
o m
m
M
CD1
0
I-1-1-91 6-4-4 I 12-2-0 I 17-11-12 I 24-4-0 �5-5-91
1-1-9 6-4-4 5-9-12 5-9-12 6-4-4
3x4=
4x4=
4
3x4 =
3x4= 3x4= 3x4=
7.
8-3-8
16-0-8
24-4-0
8-3-8
740
8-3-8
Scale = 1:47.1
Plate Offsets (X, Y): [11:0-2-2.0-0-8], [13:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CS]
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.50
Vert(LL)
-0.12
2-10
>999
240
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC
0.74
Vert(CT)
-0.27
2-10
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.22
Horz(CT)
0.05
6
n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 114lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-9-2 oc pudins.
BOT CHORD Rigid ceiling directly applied or 8-9-10 oc
bracing.
REACTIONS (lb/size) 2=1163/0-8-0, (min. 0-1-8),
6=1163/0-8-0, (min. 0-1-8)
Max Horiz 2=132 (LC 6)
Max Uplift 2=329 (LC 8), 6=-329 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1827/484, 3-4=-1598/484,
4-5=-1598/484,5-6=-1827/485
BOT CHORD 2-10=-445/1537, 9-10=169/1029,
8-9=-169/1029, 6-8=-323/1537
WEBS 4-8=211/590, 5-8=388/304, 4-10=-211/590,
3-10=388/304
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 329 lb uplift at joint
2 and 329 lb uplift at joint 6.
LOAD CASE(S) Standard
IV1 I = (
B, Eq /ice
CENS-,
PE 76051 `
ti �S7TATE OF
S) A,
ANAL
�IIIIII�
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
D3
Common Girder
1
3
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:18 Page: 1
ID:O?Wppp5dkMD09ZySc03222yXPZm-I_Ib2RoUATF1SbwB6R9YVnfree42ZgFgbgz4Ycz m57
1-1-91 6-8-12 1 12-2-0 17-7-4 24-4-0 �5-5-9i
1-1-9 6-8-12 5 5 4 5-5-4 6-8-12 1-1-9
3xl2o HUS26 HUS26
HUS26
4x5u
3x7n 7x6 WB =
HUS26 HUS26 8x8=
2x6n
HUS26 HUS26
HUS26 HUS26
6-8-12 12-2-0 17-7-4 1 24-4-0
Scale=1:49.4 6-8-12 5-5 4 5-5-4 6-8-12
4x104,
Plate Offsets (X, Y): [2:0-2-10,0-1-8], [3:0-1-8,0-1-8], [5:0-1-12,0-1-8], [6:0-2-14,0-2-5], [8:0-4-0,0-1-0], [9:0-4-0,0-4-12], [11:0-4-12,0-1-8], [12:0-2-2,0-0-8], [14:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc)
I/clef]
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.82
Vert(LL)
0.21 8-9
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.69
Vert(CT)
-0.39 8-9
>724
180
BCLL
0.0
Rep Stress [nor
Yes
WB
0.84
Horz(CT)
0.09 6
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 4201b FT=10%
LUMBER
TOP CHORD
2x4 SP M 31 `Except' T2:2x4 SP No.2
BOT CHORD
2x6 SP M 26
WEBS
2x4 SP No.3 *Except* W4:2x4 SP No.2
OTHERS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
2-2-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=11463/0-8-0, (min. 0-3-3),
6=7827/0-8-0, (min. 0-2-3)
Max Horiz 2=132 (LC 7)
Max Uplift 2=3240 (LC 8), 6=2496 (LC 9)
FORCES (lb)- Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
TOP CHORD 2-3=19111/5322, 34=12951/3873,
4-5=-1294313870,5-6=-16421/5229
BOT CHORD 2-16=-4737/16922, 16-17=-4737/16922,
17-18=-4737/16922,11-18=4737/16922,
11-19=-4737/16922, 19-20=-4737/16922,
10-20=-4737/16922,10-21=-4737/16922,
9-21=4737/16922, 9-22=-4519/14473,
22-23=-4519/14473, 23-24=-4519/14473,
8-24=-4519/14473,6-8=4519/14473
WEBS 4-9=-3289/11126, 5-9=-3492/1580,
5-8=126813193, 3-9=6362/1694,
3-11=-1335/5833
NOTES
1) 3-ply truss to be connected together with 1 Od (0.131"x3")
nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 3 rows
staggered at 0-4-0 oc.
Web connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this
design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been'designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 3240 lb uplift at
joint 2 and 2496 lb uplift at joint 6.
7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 1-3-4 from the left end to 17-3-4 to connect
truss(es) A2 (1 ply 2x4 SP), A3 (1 ply 2x4 SP), A4 (1 ply
2x4 SP), AS (1 ply 2x4 SP), A6 (1 ply 2x4 SP), A7 (1 ply
2x4 SP), A17 (1 ply 2x4 SP), Al (1 ply 2x4 SP), Al (1
ply 2x4 SP) to back face of bottom chord.
8) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 14=70, 4-7=70, 2-6=20
Concentrated Loads (lb)
Vert: 16=1711, 17=1625, 18=-1650, 19=-1989, /
20=1989, 21=-1989. 22=1989, 23=-1989, 24=-2031
\� ��i ��GENS�.•��^�i
z / PE 76051 \`
4 1 1
I A,
STATE
/IIM
35
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
D4
Hip
1
1
Job Reference (optional)
ouumarn iruss, rn. rwce, rL., 64= I Kun: tl.4.7 U. May 13 ZUZU rnnr tl.4UU 5 May 13 ZUZU MI IeK Inaustnes, Inc. Mon Jul Ub 1b:19:1b Page: 1
ID:9j4zLfdby3Ely?3uLAYJ87yXPBq- Ib2RoUATF1Sbw86R9YVnfq?e3FZg5gbqz4Ycz m57
1-1-91 6-5-1 1 11-0-0 112-2-0113-4-01 18-0-9 I 24-4-0 91 �5-5-
1-1-9 6-5-1 4-6-15 1-2-0 1-2-0 4-8-9 6-3-7 1-1-9
5x4=
4 5 6
c+>
r o
to
LO
co
0_
0
1 8-3-8 1 16-0-8 1 24-4-0 I
1 8-3-8 7-9-0 8-3-8
Scale = 1:47
9
Plate Offsets (X, Y): [4:0-2-0,0-2-8], [5:0-2-0,0-3-0], [6:0-2-0,0-2-8], [13:0-2-2,0-0-8], [15:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC 0.86
Vert(LL)
-0.13 2-12
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC .0.74
Vert(CT)
-0.29 2-12
>963
180
BCLL
0.0
Rep Stress Incr
YES
WB 0.21
Horz(CT)
0.05 8
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 112 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-11-15 oc puriins.
BOT CHORD Rigid ceiling directly applied or 9-2-0 oc
bracing.
REACTIONS (lb/size) 2=1163/0-8-0, (min. 0-1-8),
8=1163/0-8-0, (min. 0-1-8)
Max Horiz 2=121 (LC 6)
Max Uplift 2=320 (LC 8), 8=-320 (LC 9)
FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1807/456, 34=-1585/455,
4-5=-1344/446, 5-6=-13441446,
6-7=-1 584/454, 7-8=-1 808/457
BOT CHORD 2-12=-406/1514, 11-12=151/1036,
10-11=-151/1036, 8-10=296/1515
WEBS 3-12=333/274, 7-10=333/275,
5-12=190/555, 5-10=189/554
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 3x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 320 lb uplift at joint
2 and 320 lb uplift at joint S.
LOAD CASE(S) Standard
GENS�\;1�
i PE 76051 \`
'TI-7 I
-P- STATE OF
ORIOP
�/111111O
36
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
D5
Hip
1
1
Job Reference (optional)
SOU[nem -I rusS, K. Hlerce, HL., 34951 Kun: 8.4 5 U May 13 2UZU FTnt: 6.4UU S May 13 2U2U Mi leK Industries, Inc. Mon Jul Ub 1 b:19:19 Hage: 1
I D:tSG 18VVMsapwNmNEcQU8c6yXPAt-DAszFmp7xnOu31VLg8gn1?B1 S2NS117zpUie43z_m56
0
Scale = 1:48.9
1-1-1-91 6-4-12 1 9-0-0 1 15-4-0 1 .177 -4 24-4-0 -5-9
0-0
1r 1-9T 6-4-12 2-7-4 6-4-0 2-7-4 6-4-12 - 1-1-9
3x4 =
9-1-12
9-1-12
5-9-0
4x5= 4x5=
4 5
3x4= 3x4= 3x4=
3x4 =
15-2-4
9-1-12
8
Plate Offsets (X, Y):[4:0-3-0,0-2.4],[5:0-3-0,0-2-4],[12:0-2-2,0-0-8],[14:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
1n
(loc)
I/defl
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
- 0.75
Vert(LL)
-0.28
2-11
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.87
Vert(CT)
-0.49
2-11
>582
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.16
Horz(CT)
0.06
7
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 106lb FT= 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-0-3 oc pudins.
BOT CHORD Rigid ceiling directly applied or 9-8-1 oc
bracing.
REACTIONS (lb/size) 2=1163/0-8-0, (min. 0-1-8),
7=1163/0-8-0, (min. 0-1-8)
Max Horiz 2=-101 (LC 6)
Max Uplift 2=302 (LC 8), 7=-302 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1786/410, 3-4=-1521/355,
4-5=1323/325, 5-6=-1521/356,
6-7=-1786/411
BOT CHORD 2-11=347/1496, 10-11 =-1 94/1323,
9-10=-194/1323, 7-9=254/1496
WEBS 3-11=-327/269, 4-11=100/411, 5-9=100/411,
6-9=-327/269
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 302 lb uplift at joint
2 and 302 lb uplift at joint 7.
LOAD CASE(S) Standard
VI-B�Eq���i
rde� CENSS���i
!/ PE 76051
-tom
"Q STATE OF
lllll
3?
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
D6
Roof Special
1
1
Job Reference (optional)
Soutnem l rOSS, K. Pierce, FL., 34951 Hun: 6.4 5 U May 13 Z020 Pnnt: 6.4U0 5 May 13 2020 MITeK Industries, Inc. Mon Jul 06 15:19:19 Page: 1
ID:NWJ5aV4RH8cp6YCcvT8c2jyXP64-DAszFmp7xnOu31VLg8gnl?B_B2MgICAzpUie43z m56
rp
C6
V O
co co
M OLO _ O
CO co
o=
Scale=1:47.6
1
-1-1-91 7-0-0
1-1-9 033-0 14-1-00 1740 24-4-0 5--5 9
7-0-0 3 3-3-0 7-0-0 �1-91
3x4=
5
dxri= dx8= A.R. dvr-
3x4= 3x5= 3x4= 3x4=
3x4=
I 7-1-12 17-2-4 I 24-4-0 _ I
7-1-12 10-0-6 7-1-12
Plate Offsets (X, Y): [3:0-2-12,0-2-0], [4:0-2-12,0-24], [5:0-2-0,Edge], [6:0-2-12,0-2-4], [7:0-2-12,0-2-0], [13:0-2-2,0-0-8], [15:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.96
Vert(LL)
-0.22
10-12
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.92
Vert(CT)
-0.46
10-12
>612
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.54
Horz(CT)
0.06
8
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 111lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc
bracing.
REACTIONS (lb/size) 2=1163/0-8-0, (min. 0-1-8),
8=1163/0-8-0, (min. 0-1-8)
Max Horiz 2=100 (LC 6)
Max Uplift 2=336 (LC 8), 8=-336 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-1805/426, 34=-1512/448,
6-7=-15121448, 7-8=-1805/426
BOT CHORD 2-12=-345/1496, 11-12=364/1692,
10-11=364/1692, 8-10=254/1496
WEBS 3-12=69/467, 4-12=-334/193,
6-10=334/192, 7-10=-69/467, 4-6=1514/420
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 336 lb uplift atjoint
2 and 336 lb uplift at joint 8.
LOAD CASE(S) Standard
UIB
-4�q��fi
! P E 7 6051 \`
-� I
n STATE OF
S O�IA�NG\\\���
�IIIIII�
&A'
Job
Truss
Type
Qty
Ply
Renton-Jem-Mission
D7
TR,,fSpecial Girder
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
1
Scale = 1:47.3
1-1-9
5-0-0
5-0-0
3x5=
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 05 16:19:19 Page: 1
ID:QLU114H2HdDeyJ d2pzH5kyXBK_ DAszFmp7xnOu31VLg8gnl?B3B2Tjl8GzpUie43z_m56
8-3-0 I 12-2-0 16-1-0 19-4-0
3-3-0 3-11-0 3-11-0 3-3-0
4x4=
5
24-4-0 F
5-0-0 1-1-9
1x4n 3x4= 5x5 WB = 3x8= 3x4= 1x4u 3x5=
I --l 8-1-4 6-2-12 19-24 24-4-0
-0--11-8 5-1-125-11-1122 -11-8 4-0-12 _ I
9
Plate Offsets (X, Y): [3:0-5-4,0-2-0], [7:0-5-4,0-2-0], [16:0-2-2,0-0-8], [18:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.64
Vert(LL)
0.18
12
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.47
Vert(CT)
-0.32
12
>882
180
BCLL
0.0
Rep Stress Incr
NO
WB
0.79
Horz(CT)
0.09
8
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 127lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-8-2 oc pudins.
BOT CHORD Rigid ceiling directly applied or 6-11-3 oc
bracing.
REACTIONS (lb/size) 2=1861/0-8-0, (min. 0-1-9),
8=1799/0-8-0, (min. 0-1-8)
Max Horiz 2=100 (LC 7)
Max Uplift 2=673 (LC 8), 8=-637 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=3342/1191, 3-20=3781/1332,
4-20=3781/1332, 4-5=2623/912,
5-6=2623/901, 6-21=3716/1302,
7-21=3716/1302, 7-8=3214/1116
BOT CHORD 2-15=1041/2861, 15-22=1043/2881,
14-22=1043/2881, 13-14=1287/3805,
12-13=1287/3805, 11-12=1167/3743,
11-23=-886/2768, 10-23=886/2768,
8-10=-883/2749
WEBS 3-15=39/431, 3-14=-321/1163,
4-14=431/181, 4-12=17971725,
5-12=-669/1988, 6-12=1723/680,
6-11 =-471/211, 7-11 =367/1226,
7-10=-54/380
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 673 lb uplift at joint
2 and 637 lb uplift at joint 8.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 268 lb
down and 201 lb up at 5-0-0, 98 lb down and 79 lb up at
7-2-4, and 98 lb down and 79 lb up at 17-1-12, and 152
lb down and 103 lb up at 19-4-0 on top chord, and 159
lb down and 43 lb up at 5-0-0, 347 lb down and 80 lb up
at 7-2-4, and 347 lb down and 80 lb up at 17-1-12, and
127 lb down and 56 lb up at 19-4-0 on bottom chord.
The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (lb/ft)
Vert: 1-3=-70, 3-4=70, 4-5=70, 5-6=70, 6-7=-70,
7-9=-70, 2-8=-20
Concentrated Loads (lb)
Vert: 3=-172, 7=95, 15=-141, 10=115, 20=58,
21=58, 22=347, 23=347
\ CENS�����i/
/ PE 76051 \�
t STATE OF _
s/On,AL�G�\��
3�
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
D8
Common
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 5 0 May 13 2020 Print: 8.400 5 May 13 2020 MITeK Industries, Inc. Mon Jul 06 1 b:19:19 Page: 1
ID:pXk3JgzHY3GgpX7b2DxBNdyXP3e-DAszFmp7xnOu3lVLg8gn1?BON2TEIK9zpUie43z m56
4- 1-2 9-10-0
4-11-0 4-11-0
4-5-12
4x4 =
12 2
o�
v
M
v
N
6
4
Y
5
3x4 =
1 x4 n 3x4 =
I
4- 1- I^' 9-10-0 I
Scale = 1:35.2
4-11-0 r 4-11-0
Plate Offsets (X, Y): [4:Edge,0-1-6]
Loading (psf)
Spacing 2-0-0
CSI
DEFL in (loc) I/defl L/d
PLATES GRIP
TCLL (roof) 20.0
Plate Grip DOL 1.25
TC 0.82
Vert(LL) -D.10 5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.50
Vert(CT) -0.24 5 >469 180
BCLL 0.0
Rep Stress [nor YES
WB 0.03
Horz(CT) 0.00 4 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-R
Weight: 43lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 4=429/ Mechanical, (min. 0-1-8),
6=429/ Mechanical, (min. 0-1-8)
Max Horiz 6=48 (LC 5)
Max Uplift 4=106 (LC 9), 6=106 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-302/109, 2-3=302/109, 3-4=305/124,
1-6=-305/124
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
1 1 1 1 /o/I
Lumber DOL=1.60 plate grip DOL=1.60
oW
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
\�\ Ul B4 �//
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 106 lb uplift at joint
6 106lb
�iZ / PE 76051
and uplift atjoint4.
LOAD CASE(S) Standard
1-17
STATE O
i�0`�,c,�—�O
ORID Q: ��
ONAL eyG\\�\\X
11111
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
D9
Common
1
1
Job Reference (optional)
Souinem Truss, Pi. Pierce, FL., 349o1 Kiln: 8.4 S 0 May 13 2020 Print 6.41J0 S May 13 42u MI IeK moustnes, Inc. Mon JUI u6 1b:19:19 Page: 1
ID:5WZYbLbIcuFUIGtP?c4TtezgBiC-DAszFmp7xnOu31VLgBgn1?B_02UKIK?zpUie43z_m56
i-1-0-0 I 4-11-0 9-10-0 110-103
11-0-0 4-11-0 4-11-0 1-0-0
4x4=
12 3
in
5
7
3x4 it
1 x4 n
3x4 u
4
9-10-0
I
Scale =1:35.3
4-11-0
4-11-0
Plate Offsets (X, Y): [6:0-1-8,0-0-12], [8:0-1-8,0-1-4], [9:0-2-2,0-0-8], [11:0-2-2,0-0-B]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.92
Vert(LL)
-0.08
7
>999 240
MT20 244/19D
TCDL
15.0
Lumber DOL
1.25
BC
0.43
Vert(CT)
-0.19
7
>593 180
BCLL
0.0
Rep Stress Incr
YES
WB
0.04
Horz(CT)
0.00
6
n/a n/a
BCDL
10.0
Code
FBC2017lfP12014
Matrix-R
Weight: 49lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purtins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 6=514/ Mechanical, (min. 0-1-8),
8=514/ Mechanical, (min. 0-1-8)
Max Horiz 8=60 (LC 7)
Max Uplift 6=141 (LC 9), 8=-141 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-306/120, 3-4=-306/120, 4-6=-406/167,
2-8=-406/167
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60 -
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 141 lb uplift at joint
8 and 141 lb uplift at joint 6.
LOAD CASE(S) Standard
Ui_BC
2-� CENS'T�i�i
--� PE 76051
STATE OF
�0�� N�Cr
`s/0N�L
�Al
Job
Truss
Truss Type
Oty
Ply
Renton-Jem-Mission
D10
Common Structural Gable
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:19 Page: 1
ID:DOrTKnISYtudoGNvFrpWuNzgBi?-DAszFmp7xnOu3IVLg8gn1?BBc2YsIK?zpUie43z_m55
-1-0-0 4-11-0 9-10-0 1 10-10-0 1
1-0-04-11-0 4-11-0 1 0=0
12
6 F-
4x4 =
12 8
1 x4 it 3x4 =
3x4= 1x4 it
1 x4 it
2-6-4 4-11-0 0. 1 7-3-12 9-10-0
Scale=1:28.3 1 2-6-4 2-4-12 1 - 2-4-12 2-6-4
Plate Offsets (X, Y): [13:0-2-2,0-0-8], [15:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc)
I/deft
L/d
PLATES GRIP
TOLL (roof)
20.0
Plate Grip DOL
1.25
TO
0.10
Vert(LL)
0.00 10
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.14
Vert(CT)
-0.01 10
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.04
Horz(CT)
0.00 6
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 44lb FT=10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.2 *Except* W2:2x4 SP No.3
OTHERS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
6-0-0 oc pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing. ,
REACTIONS All bearings 2-8-0. except 12=0-3-8, 8=0-3-8
(lb) - Max Horiz 2=60 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s)
2, 6 except 8=103 (LC 9), 12=107
(LC 8)
Max Grav All reactions 250 (lb) or less at joint
(s) 8, 12 except 2=269 (LC 1),
6=269 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as perANSI/TPI 1.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 6 except Qt=1b) 12=106, 6=103.
LOAD CASE(S) Standard
CENS����i/���
PE 76051 `
STATE OF /
ORIDP
///I 1110
Fol
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
E1
Common
2
1
Job Reference (optional)
aoutnem truss, rt. tnerce, rL., 34`3D1
f
Kun: ts.4 5 U May 13 2U2U F'nnt: ts.4UU S May 13202U MI IeK Industries, Inc. Mon Jul 06 15:19:19 Page: 1
ID:gpdNEb4KX4tYhOtx2gdNYHyXUFJ-DAszFmp7xnOu31VLg8gn1?B592TsIKhzpUie43z m56
-1-O-0 5-8-0 9-3-0 I 11-4-0 1 12-4-0 1
1 1-0-0 I 2-1-0 [ 3-7-0 3-7-0 2-1-0 1-0-0
i 3-3-8 Ii 3-3-8
4x4 =
4
3x4= 10 1x4it 8 3x4=
1 x4 u
1 x4 n
7
1-9-0 1 10 5-8-0
I
9-3-0
91710 11-4-0 I
1-9-0 0-4-0 3-7-0
"
3-7-0
0-4.0 1-9-0
Scale = 1:33
Plate Offsets (X, Y): [11:0-2-2,0-0-8], [13:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/defl L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.45
Vert(LL)
0.04
9-10
>999 240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.46
Vert(CT)
-0.07
9
>999 180
BCLL
0.0
Rep Stress Incr
YES
WB
0.06
Horz(CT)
0.00
8
n/a n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-S
Weight: 48 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 8=585/0-8-0, (min. 0-1-8),
10=585/0-8-0, (min. 0-1-8)
Max Horiz 10=67 (LC 7)
Max Uplift 8=201 (LC 4), 10=-201 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
WEBS 3-1O=351/195, 5-8=-351/195
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch
left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 201 lb uplift at joint
10 and 201 lb uplift at joint 8.
LOAD CASE(S) Standard
i PE 76051
STATE OF
`.<0RI9Wo
P�I�i��
���1111111��
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
E2
Common Structural Gable
2
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
Cl)
Lo N
M
Scale = 1:33
M
O=
Plate Offsets (X, Y): [9:0-2-2.0-0-8], [11:0-2-2,0-0-8]
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:v6y_oGnHgh0gohUyvLI815zgBe5-hMPLT6pli4WIhv4XEsBOaCkE5SIZ1mm727SBdVz m55
2-1-0 1 5-8-0 1 11-4-0 112-4-0 1
1-0-0 2-1-0 3-7-0 5-8-0 1-0-0
3-3-8
4x4 =
4
3x4= 8 1x4u 3x4=
1 x4 n
I 1-9-0 1110 5-8-0 I 11-4-0 I
1-9-0 0� 0 3-7-0 5-8-0
6
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.63
Vert(LL)
0.11
5-7
>947
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.75
Vert(CT)
-0.14
5-7
>754
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.07
Horz(CT)
0.00
5
n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-S
Weight: 47lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 5=463/0-8-0, (min. 0-1-8),
8=699/0-8-0, (min. 0-1-8)
Max Horiz 8=67 (LC 7)
Max Uplift 5=216 (LC 4), 8=239 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 3-4=-310/189, 4-5=320/164
WEBS 3-8=-402/198
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch
left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 216 lb uplift at joint
5 and 239 lb uplift at joint 8.
LOAD CASE(S) Standard
\\\\\\� W IV, I B4 ��///
PE 76051 \`
�L 9
STATE OF
ORIDNAL
P:
! I I 1
vl A
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
E3
Common Supported Gable
1
1
Job Reference (optional)
Jouunefn Truss, m. merce, rL., 641101
m
N
C7
Hun: 6.4 5 0 May 13 2020 Pnnt 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:rmb9nm7BCXnTacRbWg8bl6zgBdo-hMPLT6pli4WIhv4XEsBOaCkLkSvjln4727SBdVz m55
1 -1-0-0 5-8-0 1 11-4-0 12-4-0
1 1-0-0 5-8-0 1 5-8-0 1-0-0
4x4 =
4
7
10 9 8
3x4= 1x4n 1x4n 1x4u
3x4 =
Scale=1:27.3 11-4-0 I
Plate Offsets (X, Y): [11:0-2-2,0-0-8], [13:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc), I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.14
Vert(LL)
n/a
- n/a
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.10
Vert(CT)
n/a
- n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB
0.05
Horz(CT)
0.00
6 n/a
n/a
BCDL
10.0
Code
FBC2017ITP12014
Matrix-S
Weight: 51 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 cc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc
bracing.
REACTIONS All bearings 11-4-0.
(lb) - Max Horiz 2=67 (LC 7)
Max Uplift All uplift 100 (lb) or less atjoint(s)
2, 6 except 8=151 (LC 9), 10=152
(LC 8)
Max Grav All reactions 250 (Ib) or less at joint
(s) 2, 6, 9 except 8=325 (LC 1).
10=325 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this
design.
2) Wind: ASCE 7-10; Vult=160mph (3-second'gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as perANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 cc.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint
(s) 2, 6 except Qt=lb) 10=151, 8=151.
LOAD CASE(S) Standard
U'i_B4�/�ji
\�CENSIC;�'��i�%
PE 76Z05o
1 �I
� ! A:-'aF
fl STATE O
<ORID
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
J1
Jack -Open
14
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 132020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:7gyS71xyyCoG5WY4Y5XynwyXjvO-hMPLT6pli4Whv4XEsBOaCkMWSw81ns727SBdVz m55
-1-1-9 1-0-0
1-1-9 1-0-0
6 r?
NOP2X STP
1x4 u 3
1
6, 4
2x4 =
Scale = 1:24.3
Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc) I/deft L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.09
Vert(LL)
n/a - n/a 999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.01
Vert(CT)
n/a - n/a 999
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
n/a - n/a n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-P
Weight: 6 lb FT = 10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
1-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS
(lb/size) 2=169/0-8-0, (min. 0-1-8), 3=16/
Mechanical, (min. 0-1-8), 4=9/
Mechanical, (min. 0-1-8)
Max Horiz 2=46 (LC 8)
Max Uplift 2=66 (LC 8), 3=-16 (LC 1)
Max Grav 2=169 (LC 1), 3=21 (LC 4), 4=18
(LC 3)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed fora 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 16 lb uplift atjoint
3 and 66 lb uplift at joint 2.
LOAD CASE(S) Standard
�/' \10ENS-, T,L,i
PE 76051
I e
_ t ;�
STATE OF
�0'��
ONAL
fllllll�
�i6
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
J2
Jack -Open
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:jQZTSyy?96bZSN1emLXBv4yXULw-hMPLT6pIi4VJIhv4XEsBOaCkLaSwglns727SBdVz m55
L -1-0-0 I 1-9-0
r 1-0-0 1-9-0
r
TT
12
6 F_
1x4 n
2 N
B1
4
2x4 =
1-9-0
Scale=1:18.2
Plate Offsets (X, Y): [5:0-2-2,0-0-8]
Ldading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.15
Vert(LL)
n/a
- n/a
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.03
Vert(CT)
n/a
- n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
n/a
- n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-P
Weight: 9 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
1-9-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS (Ib/size) 3=214/ Mechanical, (min. 0-1-8),
4=17/ Mechanical, (min. 0-1-8)
Max Horiz 3=336 (LC 1), 4=336 (LC 1)
Max Uplift 3=93 (LC 8)
Max Grav 3=214 (LC 1), 4=35 (LC 3)
FORCES (Ib) - Max. Comp./Max Ten. -All forces 250
(lb) or less except when shown.
TOP CHORD 2-3=-150/391
BOT CHORD 2-4=-336/177
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 93 lb uplift atjoint
3.
5) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
\�CEN&'S-;
PE 76051
�-a STATE OF
O VAL
��1111111
Vll
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
J2A
Jack -Open
1
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:Bd7rglzdwPjQ3XcgK22QSHyXULv-hMPLT6pli41Mhv4XEsB0aCkMWSwglns727SBdVz m55
1-9-0
12
6 r
2
N 1 N
3
2x4 =
119-0
Scale=1:17.3
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc) I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.09
Vert(LL)
n/a - n/a
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.03
Vert(CT)
n/a - n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
n/a - n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-P
Weight: 6lb FT=10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
1-9-0 oc pudins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS
(lb/size) 2=1391 Mechanical, (min. 0-1-8),
3=17/ Mechanical, (min. 0-1-8)
Max Horiz 2=150 (LC 1), 3=150 (LC 1)
Max Uplift 2=61 (LC 8)
Max Grav 2=139 (LC 1). 3=35 (LC 3)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) Refer to girder(s)for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 61 lb.uplift atjoint
2.
5) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
PE 76051
STATE OF
L ENS\\\\��
��111111�
f
Job
Truss
Truss Type
Qty
Ply
Renton-Jern-Mission
J3
Jack -Open
13
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
A
N
Scale=1:22.4
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:7gyS71xyyCoG5WY4Y5XynwyXjvO-hMPLT6pli4VNhv4XEsBOaCkKOSsllns727SBdVz m55
-1-1-9 3-0-0
1-1-9 3-0-0
2x6 -
61r
'3-0-0
3
Plate Offsets (X, Y): [2:0-4-8,Edge], [5:0-2-2,0-0-8]
Loading (psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deft
L/d
PLATES GRIP
TCLL (roof) 20.0
Plate Grip DOL
1.25
TC
0.25
Vert(LL)
-0.07
4 >428
240
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC
0.32
Vert(CT)
-0.14
4 >217
180
BCLL 0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
n/a
- n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 13lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=241/0-8-0, (min. 0-1-8), 3=92/
Mechanical, (min. 0-1-8)
Max Horiz 2=95 (LC 6)
Max Uplift 2=72 (LC 8), 3=-47 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 47 lb uplift at joint
3 and 72 lb uplift at joint 2.
LOAD CASE(S) Standard
PE 76051
STATE OF /
IIII
4q
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
J3A
Jack -Open
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:bB2GvR9Fik3iFHwYetsAWIyXjv6-hMPLT6pli4 WIhv4XEsBOaCkLvSv21 ns727SBdVz_m55
M
O
FTF
2x4 =
3-0-0
12
6r
3-0-0
Scale=1:18,6
Plate Offsets (X, Y): [1:0-1-4,Edge]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.13
Vert(LL)
0.00
1-3 >999
240
MT20 244/190
TCDL
15.0 '
Lumber DOL
1.25
BC
0.08
Vert(CT)
-0.01
1-3 >999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
n/a
- n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-P
Weight: 10lb FT=10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=117/0-8-0, (min. 0-1-8), 2=91/
Mechanical, (min. 0-1-8), 3=26/
Mechanical, (min. 0-1-8)
Max Horiz 1=75 (LC 8)
Max Uplift 1=17 (LC 8), 2=-74 (LC 8)
Max Grav 1=117 (LC 1). 2=91 (LC 1), 3=52
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 17 lb uplift at joint
1 and 74 lb uplift at joint 2.
LOAD CASE(S) Standard
\o w 11111o/// .
i
-�� PE 76051 \\I 1
` STATE OF
' ORID P
s/ O,IAL
��IIIIll1
60
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
J5
Jack -Open
8
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
M
co
Scale = 1:24.2
im
Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:b82GvR9Fik3iFHwYctsAWjyXjv6-hM PLT6pIi4WIhv4XEsBDaCkl8SsE1 ns727SBdVz_m55
-1-1-9 15-0-0
1-1-9 1 5-0-0
2x4 =
Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc) I/deft Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.37
Vert(LL)
-0.03 2-4 >999 240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.26
Vert(CT)
-0.05 2-4 >999 180
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
0.00 3 n/a n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 19lb FT=10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or '
5-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS
(lb/size) 2=320/0-8-0, (min. 0-1-8), 3=146/
Mechanical, (min. 0-1-8), 4=46/
Mechanical, (min. 0-1-8)
Max Horiz 2=145 (LC 8)
Max Uplift 2=84 (LC 8), 3=119 (LC 8)
Max Grav 2=320 (LC 1). 3=146 (LC 1). 4=92
(LC 3)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 119 lb uplift at joint
3 and 84 lb uplift at joint 2.
LOAD CASE(S) Standard
UI-B�Eg�i�i
\. GENs+����l
/ PE 76051 \`
STATE OF
�\`(ORID
/////IIIIC\\\
5\
Job
Truss
Truss Type
Qty
Ply
Renton -Jere -Mission
J5A
Jack -Open
2
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
M
O
N
2x4 =
Scale = 1:20.6
Plate Offsets (X, Y): [1:0-1-4,Edge]
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:20 Page: 1
ID:b82GvR9Fik3iFHwYctsAWjyXiv6-hMPLT6pli4Wlhv4XEsBOaCkGvSsE1 ns727SBdVz_m55
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.45
Vert(LL)
-0.03
1-3
>999
240
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC
0.26
Vert(CT)
-0.05
1-3
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-P
Weight: 16lb FT=10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
BRACING
TOP CHORD
Structural wood sheathing directly applied or
5-0-0 oc purlins.
BOT CHORD
' Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=207/0-8-0, (min. 0-1-8), 2=161/
Mechanical, (min. 0-1-8), 3=46/
Mechanical, (min. 0-1-8)
Max Horiz 1=125 (LC 8)
Max Uplift 1 =3 5 (LC 8), 2=-126 (LC 8)
Max Grav 1=207 (LC 1), 2=161 (LC 1), 3=92
(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 35 lb uplift at joint
1 and 126 lb uplift at joint 2.
LOAD CASE(S) Standard
E9 i
ra�. GENSF�'`��^�ii
PE 76051
r STATE OF
i0ORIDPi
0�1�L
�/�11 I I I I I\\\
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
J5T
Jack -Open
2
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951
Scale=1:26.7
Plate Offsets (X, Y): [2:0-1-4,Edge], [8:0-2-2,0-0-8]
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:7gyS71xyyCoG5WY4Y5XynwyXjvO-hMPLT6pli4W1hv4XEsB0aCkL6Squl ns727SBdVz_m55
-1-1-9 5-0-0
1-1-� 5-0-0
2X4 =
12
6r
2X4 u
3-0-0 4. 5-0-0
3-0-0 -2-0-0
T
F
N
C
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.18
Vert(LL)
0.03
5-6
>999
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.41
Vert(CT)
-0.03
5-6
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
0.02
5
n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix-R.
Weight: 21lb FT=10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2 *Except* B2:2x4 SP No.3
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
5-0-0 oc pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 2=320/0-8-0, (min. 0-1-8), 4=109/
Mechanical, (min. 0-1-8), 5=84/
Mechanical, (min. 0-1-8)
Max Horiz 2=145 (LC 8)
Max Uplift 2=84 (LC 8), 4=69 (LC 8), 5=27
(LC 8)
Max Grav 2=320 (LC 1), 4=109 (LC 1). 5=88
(LC 3)
FORCES (lb)- Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10: Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 69 lb uplift atjoint
4, 84 lb uplift at joint 2 and 27 lb uplift stjoint 5.
LOAD CASE(S) Standard
\���\111 I I f 1///�� •
'��\ NI_BL
-tom / PE 76051 \`
STATE OF
//S /ANAL 5N' ����\\
//IHM
63
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
J7
Jack -Open
42
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
A
4
Scale = 1:27.8
Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8]
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:20 Page: 1
ID:3Kce6nAtT2BZtRVkAbNP3wyXjv5-hMPLT6pli4Vvlhv4XEsBOaCkA1So01ns727SBdVz m55
-1-1-9 7-0-0
1-1-9 7-0-0
2x4 =
7!0-0
Loading
TCLL (roof)
TCDL
BCLL
BCDL
(psf)
20.0
15.0
0.0
10.0
Spacing 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI
TC
BC
WB
Matrix-P
0.89
0.57
0.00
DEFL
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/deft Ud
-0.11 2-4 >695 240
-0.23 2-4 >348 180
0.00 3 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 25lb FT = 10%
LUMBER
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing direcfly applied or
2-2-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS
(lb/size) 2=405/0-8-0, (min. 0-1-8), 3=221/
Mechanical, (min. 0-1-8), 4=66/
Mechanical, (min. 0-1-8)
Max Horiz 2=195 (LC 8)
Max Uplift 2=99 (LC 8), 3=-174 (LC 8)
Max Grav 2=405 (LC 1), 3=221 (LC 1), 4=132
(LC 3)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10: Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.b psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 174 lb uplift at joint
3 and 99 lb uplift at joint 2.
LOAD CASE(S) Standard
\ P _ /
PE 76051
STATE OF
ORID
OIVlA�
5��
Job
Truss
Truss Type
Oty
Ply
Renton-Jem-Mission
J7G
Jack -Open Girder
2
1 1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
N
A
A
LE
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 16:19:20 Page: 1
ID:b82GvR9Fik3i FHwYctsAWjyXjv6-hMPLT6pli4Wlhv4XEsBOaCkITSmfl ns727SBdVz_m55
5-0-0 I
r 1-1-9 5-0-0
2x4 =
M
O
N
9-0-0
Scale=1:24.2
Plate Offsets (X, Y): [5:0-2-2,0-0-8]
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in (loc)
I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.35
Vert(LL)
0.11 2-4
>521
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.68
Vert(CT)
-0.23 2-4
>237
180
BCLL
0.0
Rep Stress [nor
NO
WB
0.00
Horz(CT)
0.00 3
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 19 lb FT = 10%
LUMBER
Concentrated Loads (lb)
TOP CHORD
2x4 SP No.2
Vert: 7=494, 8=409
BOT CHORD
2x4 SP M 31
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
5-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 0-1-8. except 1 =Mechanical,
2=0-8-0
(lb) - Max Horiz 1=147 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s)
1, 4 except 2=393 (LC 8). 3=-101
(LC 8)
Max Grav All reactions 250 (lb) or less at joint
(s) 1, 3 except 2=1000 (LC 1).
4=367 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift atjoint
(s) 1, 4 except Qt=lb) 3=101, 2=392.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 494 lb
down and 151 lb up at 1-0-12, and 409 lb down and 116
lb up at 3-0-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (Ib/ft)
Vert: 1-2=91, 2-3=70, 2-4=20
\\0\111111///// .
PE 76't05
�1 \`
STATE OF
S�
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
RT
Jack -Open
3
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951
Scale=1:35.9
Plate Offsets (X, Y): [2:0-1-4,Edge], [8:0-2-2,0-0-8]
Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:21 Page: 1
I D:b82GvR9Fik31FHwYctsAWlyXjv6-AZzkgSgNTOecJ3fjoZiF70HJMsA3mEpGHnBk9xz_m54
-1-1-9 7-0-0
1-1-9 7-0-0
2x4 =
2x4 =
1 x4 u
1 x4 u
3-0-0
2-0-0 2-10-4 7-0-0
2-0-0 0-10-4 4-0-0
0-1-12
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.98
Vert(LL)
0.28
3
>285
240
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.35
Vert(CT)
-0.34
3
>231
180
BCLL
0.0
Rep Stress Incr
YES
WB
0.02
Horz(CT)
0.21
5
n/a
n/a
BCDL
10.0
Code
FBC20171TPI2014
Matrix-P
Weight: 28 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS
(Ib/size) 2=417/0-8-0, (min. 0-1-8), 4=239/
Mechanical, (min. 0-1-8), 5=54/
Mechanical, (min. 0-1-8)
Max Horiz 2=195 (LC 8)
Max Uplift 2=93 (LC 8). 4=165 (LC 8)
Max Grav 2=417 (LC 1), 4=239 (LC 1), 5=107
(LC 3)
FORCES
(lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 165 lb uplift at joint
4 and 93 lb uplift at joint 2.
LOAD CASE(S) Standard
�1GENS
PE 76051
STATE OF !
•�CORI[)
��111111�
sd
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
MV2
Valley
3
1
Job Reference (optional)
Southern Truss, Ft Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:21 Page: 1
ID:3WjFYKgeh2YJVnH?YjO4VkyXUiF-AZzkgSgNTOecJ3fjoZiF7QHYjsF3mE6GHnBk9xz m54
2-0-0 I
12
6 F-
2x4 0
2-0-0
Scale = 1:16.3
2
Loading
TCLL (roof)
TCDL
BCLL
BCDL
(psf)
20.0
15.0
0.0
10.0
Spacing 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI
TC
BC
WB
Matrix-P
0.06
0.03
0.00
DEFL
Vert(LL)
Vert(TL)
Horiz(TL)
in (loc) I/defl
n/a n/a
n/a - n/a
n/a - n/a
L/d
999
999
n/a
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 10%
LUMBER
TOP CHORD
2x4 SP No.3
BOT CHORD
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
2-0-0 oc pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS
(lb/size) 1=62/2-0-0, (min. 0-1-8),
2=48/2-0-0, (min. 0-1-8),
3=14/2-0-0, (min. 0-1-8)
Max Horiz 1=35 (LC 8)
Max Uplift 1=12 (LC 8), 2=-36 (LC 8)
Max Grav 1=62 (LC 1). 2=48 (LC 1), 3=28
(LC 3)
FORCES
(lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Bearing atjoint(s) 2 considers parallel to grain value
using ANSI/fPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 121b uplift at joint
1 and 36 lb uplift at joint 2.
LOAD CASE(S) Standard
PE 76051 `
�STATE OF
g101\1AL ENG X
s1
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
MV4
Valley
4
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 06 15:19:21 Page: 1
ID:3WjFYKgeh2YJVnH?Y104VkyXUiF-AZzkgSgNT0ecJ3fo7jF7QHTDsCFmE6GHnBkgxz m54
4-0-0
12
6 r
2
2x4 n
3
2x4 . 2x4 n
4-0-0 "
Scale = 1:19.8
.z
0
0
N
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.35
Vert(LL)
n/a
- n/a
999
MT20 2441190
TCDL
15.0
Lumber DOL
1.25
BC
0.21
Vert(TL)
n/a
- n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horiz(TL)
n/a
- n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-P
Weight: 14lb FT= 10%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-0-0 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=146/4-0-0, (min. 0-1-8),
3=146/4-0-0, (min. 0-1-8)
Max Horiz 1=81 (LC 8)
Max Uplift 1=28 (LC 8), 3=-69 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 28 lb.uplift at joint
1 and 69 lb uplift at joint 3.
LOAD CASE(S) Standard
\���\1111I111///� •
i
PE 76051
STATE OF
,,40RIDP
/c�` '31bN'AL
////IIIII\\\
so
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
MV6
Valley
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 8.4 S 0 May 13 2020 Print: 8.400 S May 13 2020 MiTek Industries, Inc. Mon Jul 0615:19:21 Page: 1
ID:SUGMQJWQCgCOJHkZJO)WCfyXUCA-AZzkgSgNTOecJ3fjoZiF7QHJCs6TmE6GHnBk9xz m54
I 6-0-0 I
2x4 u
2
1
0
R
co
3
2x4 o 2x4 u
6-0-0
Scale = 1:23.5
i
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/defl
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.99
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.58
Vert(TL)
n/a
n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Hodz(TL)
n/a
- n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-P
Weight: 21 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=236/6-0-0, (min. 0-1-8),
3=23616-0-0,(min. 0-1-8)
Max Horiz 1=131 (LC 8)
Max Uplift 1=-46 (LC 8), 3=111 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 46 Ib.uplift at joint
1 and 111 lb uplift at joint 3.
LOAD CASE(S) Standard
OCENs
PE 76051 \`
"a STATE OF
%0'n�C• .4 ORID
01iii1VO
Sq
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
MV8
Valley
1
1
Job Reference (optional)
SOU[nem muss, rt. Fierce, rL., 34yo1 Kun: 15.4 A u may lS zuzu rnn[: UAW 5 May io Zuzu ml IeK InauSUles, inc. ivion JUI uo 10:1 a:z l rage: l
ID:Z_YH9mga8grANHE3adSZEPyXUBz-AZzkgSgNT0ecJ3fjoZiF7QHSQsC5mDOGHnBk9xz m54
8-0-0
2x4 it
3
0
0
v
5
2x4 0
2x4 it
1 x4 it
8-0-0 a
Scale=1:26.2
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.40
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.22
Vert(TL)
n/a
- n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB
0.07
Horiz(TL)
n/a
- n/a
n/a
BCDL
10.0
Code
FBC2017/TP12014
Matrix-P
Weight: 31 lb FT = 10%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=108/8-0-0, (min. 0-1-8),
4=135/8-0-0, (min. 0-1-8),
5=408/8-0-0, (min. 0-1-8)
Max Horiz 1=181 (LC 8)
Max Uplift 4=-64 (LC 8). 5=-193 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250
(lb) or less except when shown.
WEBS 2-5=-317/238
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 64 lb uplift at joint
4 and 193 lb uplift at joint 5.
LOAD CASE(S) Standard
i �.�CENS
`
PE �6051 `
/ `L7
STATE OF 1 3
0 �� �;%' .20 i Qom\
_5_ ``CCRIDP.
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
V1
Valley
1
1
Job Reference (optional)
Southern Truss, FL Pierce, FL., 34951 Run: 5.4 5 0 May 13 ZU20 Pnnt: 6.40U 5 May 13 2020 MITeK Inaustries, Inc. Mon Jul U5 1b:19:2i rage: i
I D:?sj i HSTkeX005Y_FgX?eyyyXUal-AZzkgS q NTOecJ3fjoZiF7QHYDsFDmE6GH nBk9xz_m54
1-8-0
12
6 r-
2
0 J-6
3
2x4 a
1-8-0 f
Scale = 1:16
Loading
TCLL (roof)
TCDL
BCLL
BCDL
(psf)
20.0
15.0
0.0
10.0
Spacing 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017ITP12014
CSI
TC
BC
WS
Matrix-P
0.03
0.02
0.00
DEFL
Vert(LL)
Vert(TL)
Horiz(TL)
in (loc) I/deft
n/a - n/a
n/a - n/a
n/a - n/a
L/d
999
999
n/a
PLATES GRIP
MT20 244/190
Weight: 4lb FT=10%
LUMBER
TOP CHORD
2x4 SP No.3
BOT CHORD
2x4 SP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
1-8-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS
(lb/size) 1=47/1-8-0, (min. 0-1-8),
2=3711-8-0, (min. 0-1-8),
3=10/1-8-0, (min. 0-1-8)
Max Horiz 1=26 (LC 8)
Max Uplift 1=9 (LC 8), 2=28 (LC 8)
Max Grav 1=47 (LC 1), 2=37 (LC 1), 3=21
(LC 3)
FORCES
(Ib) - Max. Comp./Max. Ten. - All forces 250
(Ib) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Bearing atjoint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 9 lb uplift at joint 1
and 28 lb uplift at joint 2.
LOAD CASE(S) Standard
��10ENSS�<)
/ PE 7601 \`I 1
1
1� Ij eA, j 3
STATE OFj
4 ORID
roN'AL EyG\�'\�\
Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
V3
Valley
1
1
Job Reference (optional)
Southern Truss, Ft. Pierce, FL., 34951 Run: 6.4 5 u may 1s 2u2u F4nC UAW 5 May 13 2U2U MI ieK maustrles, Inc. Mon jui uo 10:1 e:Z1 rage: l
I D:AcCskoVAOq N7 U FM ItfmftfyXU H M-AZzkgS gNTOecJ3fjoZiF7QH U dsDAm E6GH n Bk9xz_m54
dP
3-6-14
12
6r
2
2x4 u
3
2x4 c 2x4 n
3-6-14
Scale = 1:19
r
dP
Loading
(psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deft
L/d
PLATES GRIP
TCLL (roof)
20.0
Plate Grip DOL
1.25
TC
0.26
Vert(LL)
n/a
- n/a
999
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC
0.15
Vert(TL)
n/a
- n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Hodz(TL)
n/a
- n/a
n/a
BCDL
10.0
Code
FBC2017/TPI2014
Matrix-P
Weight: 12lb FT=10%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-6-14 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 1=126/3-6-14, (min. 0-1-8),
3=126/3-6-14, (min. 0-1-8)
Max Horiz 1=70 (LC 8)
Max Uplift 1=25 (LC 8). 3=60 (LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 25 Ib.uplift at joint
1 and 60 lb uplift at joint 3.
LOAD CASE(S) Standard
/ PE 76051 \`
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Job
Truss
Truss Type
Qty
Ply
Renton-Jem-Mission
V5
Valley
1
Job Reference (optional)
soutnem i cuss, r•L werce, FL., :AUW
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Scale=1:26.1
1
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ID:_S2HrLInZhC99fGIkBH1gByXUQ3-AZzkgSgNTOecJ3fjoZiF7QHWjsDKmE6GHnBk9xz m54
-1-1-9 3-5-8
1-1-9 3-5-8
2x4 it
6r
5-8
3
2x4 it
4
2x4 it
12
Plate Offsets (X, Y): [6:0-2-2,0-0-8]
Loading (psf)
Spacing
2-0-0
CSI
DEFL
in
(loc) I/deft
L/d
PLATES GRIP
TCLL (roof) 20.0
Plate Grip DOL
1.25
TC
0.19
Vert(LL)
n/a
- n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.14
Vert(CT)
n/a
- n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
n/a
- n/a
n/a
BCDL 10.0
Code
FBC2017/TPI2014
Matrix-R
Weight: 18lb ' FT = 10%
LUMBER
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or
3-5-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 4=126/3-5-8, (min. 0-1-8),
5=243/3-5-8, (min. 0-1-8)
Max Horiz 5=103 (LC 8)
Max Uplift 4=85 (LC 8), 5=-46 (LC 8)
FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 46 lb uplift at joint
5 and 85 lb uplift at joint 4.
LOAD CASE(S) Standard
MI
.' PE 7601
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