HomeMy WebLinkAboutTRUSSEngineering Index sheet Page Iof1
Permit Number: Lot Number #:
,
Address: Spec
Miscellaneous:
6504 Bauard Rd.
The information in this box is for administrative purposes only and is not part of the engineering review. Port St LUCIe, FL
Truss Fabricator :East Coast Truss Client :Treasure Coast Job Name8pec
Job Number: J42952 Date: 11/19/21 Specification Quantity: 51
Note: A Professional Engineer's Seal affixed to this Index Sheet indicates the acceptance of professional
Building Code
Engineering responsibilities for individual truss components fabricated in accordance with the listed
FBC 2020/TP12014 ASCE 7-16
and attached Truss Specification Sheets. Determination as to the suitability of these individual truss
Carlos"S. Rlonda, PE / LICENSE 1112984
10310 SW 19 St., Miami, FL 33165
components for any structure is the responsibility of the Building Designer, as defined in
ANSI/TPI 1-95, Section 2.2. Permanent files of the original Truss Specification Sheet are maintained
My license renewal date for the State of
by East Coast Truss. Questions regarding this Index Sheet and/or the attached Specification Sheets
be directed to East Coast Truss 772-466-2480.
Florida is February 2 , a3f I
i
OC
S•Standard
may @
.
Roof Loading:NST.C.
Live: 20.00 psfT.C.
129B.C.
Dead: 15.00 psf
•
allo
Live: 0.00 psfB.C.
Dead: 10.00 psf
of
Load: 45.00 psf
for loading
•.•�Total
ID P,.•' �iNotes:
Refer to individual truss design drawings special conditions.
G��\'-�
No.
Date
Truss ID#
1
11/19/21
A01G
2
11/19/21
A02
3'
11/19/21
A03
4
11/19/21
A04
5
11/19/21
A05
6
11/19/21
A06
7
11/19/21
A07
$
11/19/21
A68
9
11/16/21
A09
10
11/19/21
A10
11
11/19/21
All
12
11/19/21
A120
13
11/19/21
B01
14
11/19/21
B02
15
11/19/21
B03
16
11/19/21
B04
17
11/19/21
805
18
11/19/21
B66
19
11/19/21
807
20
11/19/21
BOB
21
11/19/21
B09
22
11/16/21
$10G
23
11/19/21
C01
24
11/19/21
CO2
25
11/19/21
CO3
26
11/19/21
C04
27
11/19/21
C05
28
11/19/21
1 C06
No.
Date
Truss ID#
29
11/19/21
C07
30
11/19/21
C08
31
11/19/21
C09
32
11/19/21
C10
33
11/19/21
C11
34
11/19/21
C12G
35
11/19/21
D01
36
11/19/21
D02
37
11/19/21
D03
38
11/19/21
D04
39
11/19/21
D05G
40
11/19/21
MV2
41
11/19/21
MV4
42
11/19/21
MV6
43
11/19/21
MV8
44
11/19/21
ZCJ1
45
11/19/21
ZCJ3
46
11/19/21
ZCA
47
11/19/21
ZEJ7
48
11/19/21
ZEJ7T
49
11/19/21
ZHJ7
50
11/19/21
ZHJ7T '
51
11/19/21
ZM8
'//Iilii,i01"'
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this Page 1 of 1
index sheet conforms to 61G!5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
o —
toss
Truss Type
y
Spec
J42952
A01G
HIP GIRDER
1
2
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL 34946
II
4-1111-11 16-8-5
4--11 11-8-10 ---�—
5.00 12 6x8
3x4 = 2x4 i i 5x8 =
j 2 3 4 a9q
I 5x
1912:15:05 2021 Pa� ge 1
9V01 pCIFYgWDyHe3a
Scale = 1:68.0
Dead Load DeB. = 118 in
r�
6x6 =
HUS26 Bx8 = HUS26 8x8 =
4x8 = HUS26 6x6 = HUS26
8x10 —_ 5x8 = HUS26 7x6 =
3x6 II 4x6 =
8908#/-4N 996
HUS26 HUS26
HUS26 7x8 = HUS26
HUS26 HUS26
112089/-6179# 1000#/-1756#
HUS26
Special
27-8-0
33-6-035-6 0
r
27-8.0
5-10-0 2-0 0
Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-5-8,0-2-4], [5:0-5-12,0-2-8], [8:0-4-0,0-2-4], [9:0-2-12,0-2-0], [11:0-4-0,0-1-8], [12:0-2-12,0-4-12], [14:0-3-8,0-4-12], [15:0-3-0,04-8],
116:0-4-0,04-121, 08:0-3-8,0-4-4), [19:0-3-8 0-4-121
LOADING (psf)
SPACING- 1-0-0
CSI.
DEFL
in (loc) I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.73
Vert(LL)
0.18 15-16 >999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.99
Vert(CT)
-0.26 15-16 >999
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.92
Horz(CT)
0.04 12 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 587 lb FT = 20%u
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins,
BOT CHORD 2x6 SP N0.2 "Except' except end verticals.
B2: 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP N0.3 *Except* WEBS 1 Row at midpt 1-20
W5,W2: 2x4 SP No.2, W7: 2x6 SP No.2, W1,W10,W8: 2x6 SP No.3
REACTIONS. (lb/size) 20=8189/0-8-0 (min. 0-3-7), 11=-1589/0-6-0 (min. 0-1-6), 12=10796/0-8-0 (min. 0-6-10)
Max Horz 20=-180(LC 8)
Max Uplift20=4758(LC 8), 11=-1756(LC 19), 12=-6179(LC 8)
Max Grav20=8908(LC 2), 11=1000(LC 10). 12=11208(LC 2)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5139/2775, 2-3=-6758/3697, 3-4=-7696/4203, 4-23=-7696/4203, 5-23=-7696/4203,
5-6=-7939/4304, 6-7=-7689/4172, 7-8=-7747/4163, 8-9=-1634/3089, 9-10=-436/844,
1-20=-7543/4077
BOT CHORD 19-26=-2356/4669, 18-26=-2356/4669, 18-27=-3456/6758, 27-28=-3456/6758,
17-28=-3456/6758, 16-17=-3456/6758, 16-29=-3774/7340, 29-30=-3774/7340,
15-30=-3774/7340, 15-31 =-3701/7109, 31-32=-3701/7109, 14-32=-3701/7109,
14-33=-2813/1563, 13-33=-2813/1563, 13-34=-2813/1563, 12-34=-2813/1563,
11-12=-727/394,10-11=-727/394
WEBS 2-19=-2283/1285, 2-18=-2515/4636, 3-18=-2042/1135, 3-16=-115212142, 5-16=-434/863,
5-15=-1195/2222, 6-15=-155/418, 6-14=-568/264, 8-14=-5883/11091, 1 -1 9=-3838/7169,
9-11=-691/1112, 8-12=-9315/5042, 9-12=-2136/1209
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, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 op, 2x6 - 2 rows staggered 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=Bft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; porch right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component!
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Continued on page 2
Job
I russ
TrUSS Type
Spec
J42952
A01G
HIP GIRDER
�Ply
1
2
Job Reference (optional)
East Goast Truss, FL Pierce, FL 34946
Run: 8.420 s Mar 4 2021 Print: 8.420 s Mar 4 2021 MTek Industries, Inc. Fri Nov 1912:15:06 2021 Page 2
ID:x3kvaITGJNWRWBHHpMyzlQyNBBI-hvryZIQ620mnY6Hn_nTXXeSJ1NkFr3L vHE2fyHe3Z
NOTES-
8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
any other members.
9) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4758 lb uplift at joint 20, 1756 lb uplift at joint 11 and 6179 lb uplift at joint 12.
11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer
must provide for uplift reactions indicated.
12) 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 1-2-12 from the left end to 9-2-12 to connect
truss(es) B06 (1 ply 2x4 SP), B05 (1 ply 2x4 SP), B04 (1 ply 2x4 SP), B03 (1 ply 2x4 SP), B02 (1 ply 2x4 SP) to back face of bottom chord.
13) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-6-8 oc max. starting at 11-2-12 from the left end to 25-9-4 to connect
truss(es) B01 (1 ply 2x4 SP), C01 (1 ply 2x4 SP), CO2 (1 ply 2x4 SP), CO3 (1 ply 2x4 SP), C04 (1 ply 2x4 SP), C05 (1 ply 2x4 SP), C07 (1 ply 2x4 SP), C08 (1 ply 2x4 SP)
to back face of bottom chord.
14) Fill all nail holes where hanger is in contact with lumber.
15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1241 lb down and 639 lb up at 21-9-4 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 (pif)
Vert: 1-2=-35, 2-5=-35, 5-10=-35, 10-20=-10
Concentrated Loads (lb)
Vert: 19=-1129(B) 14=-1129(B) 13=-1129(B) 24=-1134(B) 25=-1129(B) 26=-1129(B) 27=-1129(B) 28=-1129(B) 29=-1129(B) 30=-1129(B) 31=-1129(B)
32=-1129(B) 33=-1129(B) 34=-1129(B)
o
rues
Truss Type
ty
y
Spec
J42952
A02
Roof Special
1
1
Job Reference (optional)
Last coast I YU8S, Ft. Fierce, FL 34946 Run: 8.420 s Mar 4 2021 Print: 8.420 s Mar 4 2021 MITeK Inoustnes, Inc. Fn NOv 19 1Z:lb:Uf ZU21 rage 1
ID:x3kvarrGJNWRWBHHpMyzl QyNBBI-95PKmeRlpKue9GszYU_m4s_YF5xRUvKVDZ1 na5yHe3Y
4-3 0 16-1-0 1 -9 0 35-6-0
4-3-0 11-10-0 -8- 18-9-0
5.00 12
5x8 = 2x4 II
5x5 =
5x8 =
Scale = 1:63.1
Dead Load Defl. = 1/8 In
3x6 II 3x4 = 3x8 = 3x6 = , 2x4 II 3x4 = 5x5 = 2x4 II 3x6 =
1335#/-660#
3x4 = 3x6 = 2073#/-851#
288#1-156#
10 i
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.51
BC 0.64
WB 0.98
Matrix -AS
DEFL. in (loc) I/defi Ud
Vert(ILL) -0.11 16-18 >999 240
Vert(CT) -0.20 16-18 >999 180
Horz(CT) 0.02 12 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 247 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except'
MiTek recommends that Stabilizers and required cross bracing
W9,W1,W11: 2x6 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation, guide.
REACTIONS. (lb/size) 20=1190/0-8-0 (min. 0-1-9), 12=1706/0-8-0 (min. 0-2-7),
_
11=279/0-8-0 (min. 0-1-8)
Max Horz 20=-360(LC 12)
Max Uplift20=-660(LC 12), 12=-851(LC 12). 11=-156(LC 13)
Max Grav20=1335(LC 17), 12=2073(LC 18). 11=288(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-745/533, 2-3=-1190/900, 3-24=-1190/900, 4-24=-1190/900, 4-5=-1145/850,
5-6=-1362/886, 6-25=-981/645,7-25=-992/644,7-8=-1093/631, 8-26=-254/430,
9-26=-270/363, 9-10=-402/144, 1-20=-1273/912
BOT CHORD 19-20=-226/408, 19-27=-20/773, 18-27=-20/773, 17-18=-355/1146, 17-28=-355/1146,
16-28=-355/1146, 15-16=-357/1150, 14-15=-322/873, 13-14=-373/377, 12-13=-373/377,
11-12=-86/360,10-11=-86/360
WEBS 2-19=-710/626, 2-18=-576/925, 3-18=495/474, 4-16=-291/179, 6-15=-65/434,
6-14=-687/520, 8-14=-843/1503, 8-12=-1805/1087, 1-19=-720/1125, 9-11=-209/461,
9-12=-353/198
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 4-3-0, Extedor(2R) 4-3-0 to 10-7-13, Interior(1)
10-7-13 to 16-9-0, Exterior(2R) 16-9-0 to 23-1-13, Interior(1) 23-1-13 to 35-6-0 zone; cantilever right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 660 lb uplift at joint 20, 851 lb uplift at
joint 12 and 156 lb uplift at joint 11.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
russ
esype y
y
specJ42952
A03
TRrUf Special 1
1
Job Reference (optional)
East Goast Truss, FL Pierce, FL 34946 Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MITeK Incustnes, Inc. i-n NOV la 1Z:10:uo ZUZI rage 1
ID:x3kvaITGJNWRWBHHpMyzl QyNB81-dlzj2_SNaeOUnPRA6CV?c3XJIVHtDP8eRDmL7YyHe3X
I 2-3-0 1 14-1-0 16-9-0 35-6-0
2-3-0 11-10-0 2-8-0 18-9-0 I
5.00 F12
5x8 = 2x4 II 5x8
5x5 =
Scale = 1:63.1
Dead Load Den. = 1/16 in
3x6 II 4x4 = 3x8 = 30 = 3x4 = 3x4 = 3x6 = 5x10 = 2x4 II 3x6 =
1346#/-651# 2076#/-887# 332#L143#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BOLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPf2014
CSI.
TC 0.49
BC 0.56
WB 0.82
Matrix -AS
DEFL. in (loc) I/defl Ud
Vert(LL) -0.11 14-15 >999 240
Vert(CT) -0.19 14-15 >999 180
Horz(CT) 0.04 12 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 245 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
WEBS 1 Row at midpt 2-17, 4-17, 5-14, 6-12
W101109: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 19=1184/0-8-0 (min. 0-1-9), 12=1711/0-8-0 (min. 0-2-7),
11=279/0-8-0 (min. 0-1-8)
Max Horz 19=-360(LC 12)
Max Upliftl9=-651(LC 12), 12=-887(LC 12), 11=-143(LC 13)
Max Gravl9=1346(LC 18), 12=2076(LC 18), 11=332(LC 22)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-472/319, 2-23=-1179/818, 3-23=-1179/818, 3-24=-1179/818. 4-24=-1179/818,
4-5=-1550/1037, 5-6=-1232/808, 6-25=-169/447, 7-25=-171/439, 7-8=-185/346,
8-26=-302/436, 9-26=-315/370, 9-10=-401/147, 1-19=-1338/878
BOT CHORD 18-19=-238/424, 18-27=-29/553, 17-27=-29/553, 17-28=-432/1429, 16-28=-432/1429,
15-16=-432/1429, 15-29=-30111123, 29-30=-301/1123, 14-3b=-301/1123, 13-14=-280/831,
12-13=-280/831, 11-12=-90/359, 10-11=-90/359
WEBS 2-18=-939/768, 2-17=-749/1193, 3-17=-474/474, 4-17=-359/175, 4-15=-604/451,
5-15=-440/947, 5-14=-251/91, 6-14=-39/519, 6-12=-1823/1061, 1-18=-775/1211,
9-11=-259/424, 8-12=-431/356, 9-12=-356/251
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=10811; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-2-12 to 2-3-0, Extedor(2R) 2-3-0 to 8-7-13, Interior(1)
8-7-13 to 16-9-0, Exterior(2R) 16-9-0 to 23-1-13, Interior(1) 23-1-13 to 35-6-0 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 lb uplift at joint 19, 887 lb uplift at
joint 12 and 143 lb uplift at joint 11.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
—FiUsJob Truss
ype
y
Spec
J42952
Aoa
Roofoof Special
1
1
Job Reference (optional)
cam wu m I hiss, rl. riurce, rL 34a4o Kun: tIAZU S Mar 4 ZUZ1 Nnnt: U.42U S Mar 4 2UZ1 MI I eK InauS1nes, Inc. M N0V 1 V 1Z:10:UV ZUZI rage 1
ID:x3kvarrGJNWRWBHHpMyzlQyNB81-5UW5BKT?Lx8LPZOMfvOE9H4uCvX6ysxogtWuf yHe3W
30 12-1-0 16-9-0 35-6-0
11-10-0 4-6-0 118-9-0
5.00 12
5x5 =
Scale = 1:62.3
Dead Load Defi. = 3/161n
3x6 II 3x10 = 6x6 = 3x4 = 3x6 = 5x10 = 2x4 II 3x6 =
1318#/-650#
LOADING (psf)
SPACING-
2-0-0
TCLL 20.0
Plate Grip DOL
1.25
TCDL 15.0
Lumber DO
1.25
BCLL 0.0 '
Rep Stress Incr
YES
BCDL 10.0
Code FBC2020/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W1,W9,W7: 2x6 SP N0.3
REACTIONS. (lb/size) 16=1183/0-8-0 (min.0-1-9),
Max Horz 16=-361(LC 12)
2048#/-893# 328#/-141#
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TC 0.48
Vert(LL)
-0.3313-14
>991
240
MT20 244/190
BC 0.94
Vert(CT)
-0.5413-14
>603
180
WB 0.79
Horz(CT)
0.04 11
n/a
n/a
Matrix -AS
Weight:223lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at micipt 1-16. 3-15, 4-13, 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
11=171810-8-0 (min. 0-2-7), 10=274/0-8-0 (min. 0-1-8)
Max Upliftl6=-650(LC 12). 11=-893(LC 12), 10=-141(LC 13)
Max Grav 1 6=1 318(LC 18), 11=2048(LC 18), 10=328(LC 22)
FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-1076/654, 2-20=-1076/654, 2-21=-1076/654, 3-21=-1076/654, 3-4=-1720/1065,
4-5=-1204/777, 5-22=-162/464. 6-22=-164/455, 6-7=-178/362, 7-23=-295/447,
B-23=-308/381, 8-9=-405/139, 1-16=-1208/819
BOT CHORD 15-16=-224/424, 14-15=-510/1633, 14-24=-270/1115, 24-25=-270/1115. 13-25=-270/1115,
12-13=-256/856, 11-12=-256/856, 10-11=-76/363, 9-10=-76/363
WEBS 1-15=-898/1477, 2-15=-460/413, 3-15=-675/379, 3-14=-550/464, 4-14=-486/1015,
5-13=-62/559, 5-11 =-1 84211015, 8-10=-245/418, 7-11=-432/360, 8-11=-381/255
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-2-12 to 6-7-9, Interior(1) 6-7-9 to 16-9-0, Extedor(2R)
16-9-0 to 23-1-13, Interior(1) 23-1-13 to 35-6-0 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 650 lb uplift at joint 16, 893 lb uplift at
joint 11 and 141 lb uplift at joint 10.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
s
Truss Type
y
y
Spec
J42952
A05
Roof Special
1
Job Reference (optional)
east Goasi I russ, rC rlerce, FL 44M Hun: b.42U s mar 4 ZUZI inn[: UAZU s mar 4 ZUZI ml I OK Inaustnes, Inc. en Nov la 1 Z: 10:1 U Lon ra e 7
ID:x3kvarrGJNWRWBHHpMyzlQyNB81-Zg4TOgTd6FGCOjbYDcXTiUc04Jv2hL2xvXFRBQy e3V
10-1-0 i 16 9-0 _ 35-6.0
10-1-0 6 8-0 —~ 18-9-0
5x5 =
5.00 12
Scale = 1:62.3
Dead Load Defl. = 3/16 In
3x6 II 4x8 — 2x4 II 3x6 = 3x8 = 3x6 = 3x4 = 5x5 = 3x6 =
1475#/-794 1700#/-663#
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.15 11-13 >999 240 MT20 244/190
TCDL 15.0 Lumber DO 1.25 BC 0.77 Vert(CT) -0.35 11-13 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.09 10 n/a n/a
BCDL 10.0 Code FBC20 O/TP12014 Matrix -AS Weight: 212 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except" WEBS 1 Row at midpt 1-16, 3-16, 3-13, 5-13, 7-10
W1,W9: 2x6 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 17=1475/0-8-0 (min. 0-1-12), 10=1700/0-8-0 (min. 0-2-0)
Max Horz 17=-310(LC 12)
Max Upliftl7=-794(LC 12), 10=-863(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-14221988, 1-21=-12421819, 2-21 =-1 242/819, 2-22=-1242/819, 3-22=-1242/819,
3-4=-1799/1251, 4-5=-1806/1245, 5-6=-2139/1385, 6-7=-2272/1382, 7-8=-255/72,
8-9=-411/69
BOT CHORD 16-17=-244/374, 15-16=-1054/2039, 14-15=-1055/2036, 13-14=-1055/2036,
12-13=-1076/2013, 11-12=-1076/2013, 10-11=-998/1917, 9-10=-17/376
WEBS 1-16=-1152/1750, 2-16=-352/329, 3-16=-1141/801, 3-13=-616/450, 4-13=-477/844,
5-13=-690/509, 7-10=-2298/1624, 8-10=-325/393
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-7-9, Interior(1) 6-7-9 to 16-9-0, Exterior(2R)
16-9-0 to 23-5-0, Interior(1) 23-5-0 to 35-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 794 lb uplift at joint 17 and 863 lb uplift
at joint 10.
e) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Truss Type yPly
Spec
J42952
A06
Common 3
1
Job Reference (optional)
Cast coast I FUSS, K Pierce, FL 34946 Run: 6.420s Mar 4 2U21 Print: 6.42U s Mar 4 2Uz1 MI I eK Inaustnes, Inc. !-n NOV 1`J 1Z:10:1[ LULI re
ID:x3kvarrGJNWRWBHHpMyzIQyNS81-W3CDpMVtesV&G11xL1ZxnviO96al9ApEMrkYGJya e3T
I— 16-9-0 -- 35-6-0 —
16-9.0 18-9-0
3x4
5x5 =
5.00 12
Scale = 1:61:2
Dead Load Dell. = 3/16 in
10 a
5x5 = 3x4 = 4x6 = US = 3x6 = 3x4 = 5x5 = 3x6 =
1726#/-770#
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL 20.0
Plate Grip DOL
1.25
TC 0.57
TCDL 15.0
Lumber DOL
1.25
BC 0.85
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.97
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except'
W1,W8: 2x6 SP No.3
REACTIONS. (lb/size) 17=1475/0-8-0
Max Horz 17=348(LC 11)
Max Upliftl7=-770(LC 12),
Max Grav 17=1726(LC 17)
(min. 0-2-1), 11=1700/0-8-0 (min. 0-2-4)
ll=-886(LC 12)
11=1930(LC 18)
1930#/-886#
DEFL in (loc) I/defl Ud PLATES GRIP
Vert(LL)-0.1912-14 >999 240 MT20 244/190
Vert(CT)-0.3712-14 >999 180
Horz(CT) 0.11 11 n/a n/a
Weight: 193 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-14, 2-17, 8-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-411/192, 2-21=-2667/1509, 3-21=-2602/1512, 3-22=-2540/1521, 4-22=-2525/1522,
4-5=-1985/1313, 5-6=-1986/1296, 6-23=-2482/1430, 7-23=-2496/1428, 7-8=-2623/1418,
8-9=-275/74, 9-10=-426/60, 1-17=-309/209
BOT CHORD 16-17=-1211/2578, 16-24=-1148/2484, 15-24=-1148/2484, 14-15=-1148/2484,
14-25=-1094/2183, 13-25=-1094/2183, 12-13=-1094/2183, 11-12=-1049/2207,
10-11=-14/391
WEBS 4-16=-38/315, 4-14=-812/554, 5-14=-598/1107, 6-14=-780/506, 6-12=-11/275,
8-12=-32/282, 2-17=-2376/1418, 8-11=-2543/1699, 9-11=-289/379
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=1081t; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-2-12 to 6-7-9, Interior(1) 6-7-9 to 16-9-0, Extedor(2R)
16-9-0 to 23-1-13, Intedor(1) 23-1-13 to 35-6-0 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10,Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770 lb uplift at joint 17 and 886 lb uplift
at joint 11.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
I fuss
Fruss Type
Qty
Ply
Spec
J42952
A07
Hip
1
1
Job Reference (optional)
tasr Goad I fuss, FL Fierce, FL 34946 Run: 6.420 s Mar 4 2021 Pnnt 6.420 s Mar 4 2021 MI IeK IneuSlfles, Inc. Fn NOV 1 a 1Z:1D:13 ZUZ1 rage i
ID:x3kvarrGJNWRWBHHpMyzlQyNBBI_Fmc1NWPAentBJ7ul5AJ7EZcWzque3NbVU6oIyHe3S
15-0-0 18-6-0 35-6-0
' 15-0-0 3-6-0 17-0-0 '
3x�
Scale: 3116"=l'
Dead Load Deb. = 3116 in
5.00 FT 5x8 = 5x5 =
5x5 = 3x4 = 46 = 3x4 = Us = 3x6 = 3x4 = 5x5 = 3x6 =
1700#/-886#
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.15 16-18 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 16-18 >999 160
BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.10 12 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 206 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing
W1,W9: 2x6 SP No.3 be installed during truss erection, in accordance with Stabilizer
Installation guide. I
REACTIONS. (Ib/size) 12=1700/0-8-0 (min. 0-2-0), 19=1475/0-B-0 (min. 0-1-12)
Max Horz 19=314(LC 11)
Max Upliftl2=-886(LC 12), 19=-770(LC 12)
FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-277/164, 2-23=-2332/1488, 23-24=-2265/1489, 3-24=-2262/1498, 3-4=-2183/1499,
4-5=-1915/1339, 5-25=-1695/1308, 6-25=-1695/1308, 6-7=-1910/1337, 7-8=-2122/1427,
8-26=-2204/1425, 26-27=-2261/1415, 9-27=-2271/1409, 9-10=-296/104, 10-11=-434/98
BOT CHORD 18-19=-1173/2138, 17-1 8=-1 166/2156, 16-17=-1166/2156, 15-16=-813/1701,
14-15=-1120/2030, 13-14=-112012030, 12-13=-1011/1841, 11-12=-51/403
WEBS 4-16=-616/474, 5-16=-280/503, 6-15=-255/433, 7-15=-581/418, 9-13=-82/284,
9-12=-2288/1655, 10-12=-267/345, 2-19=-2126/1387
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-7-9, Interior(1) 6-7-9 to 15-0-0, Exterior(2E)
15-0-0 to 18-6-0, Extedor(2R) 18-6-0 to 27-6-10, Interior(1) 27-6-10 to 35-6-0 zone; cantilever right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 886 lb uplift at joint 12 and 770 lb uplift
at joint 19.
8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Truss Type
(?5ty —jPly
�
Spec
J42952
A0808
Hip
1
1
Job Reference (optional)
tasr coast 1 russ, FL vierce, I-L J4V46 Run: 6.420 s Mar 4 2021 Print 6.420 s Mar 4 2021 M1TeK InOustnes, Inc. Fn NOV 1s 12:15:14 LUY7 Page 1
ID:x3kvaITGJNWRWBHHpMyzlQyNB81-SRK E1W8AUmeVKuJSScPsKngdwHNd5DXg9DfKByHe3R
134-0 20-6-0 35-6-0
13-0-0 7-6-0 15-0-0
5.00 12
5x8
5x5
Scale = 1:63.2
Dead Load Defl. = 3/16 in
3x6 II 5x5 = 46 = 3x8 = 46 = 5x5 —_ 3x6 II 3x6 =
1724#/-770# 3x4 = 1919N/-866#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.82
BC 0.75
WB 0.91
Matrix -AS
DEFL. in (loc) I/defl L/d
Vert(LL) -0.17 11-12 >999 240
Vert(CT) -0.34 11-12 >999 180
Horz(CT) 0.08 8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 194 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt 3-11, 6-9
W1,W8: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 15=1475/0-8-0 (min. 0-2-1), 8=1700/0-8-0 (min. 0-2-4)
Max Horz 15=275(LC 11)
Max Upliftl5=-770(LC 12), 8=-886(LC 12)
Max Gravl5=1724(LC 17), 8=1919(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-2785/1554, 2-19=-2699/1565, 2-3=-2358/1447, 3-20=-2113/1426,
20-21=-2113/1426, 4-21=-2113/1426, 4-5=-2329/1444, 5-22=-2570/1482,
22-23=-2616/1474, 6-23=-2700/1472, 6-7=-318/23, 1-15=-1604/965
BOT CHORD 14-15=-184/574, 13-14=-1306/2682, 12-13=-1306/2682, 12-24=-996/2243,
11-24=-996/2243, 10-11=-1210/2381, 9-1 0=-1 210/2381, 8-9=-21/270, 7-8=-21/270
WEBS 2-12=-516/357, 3-12=-134/535, 4-11 =-1 09/460, 1-14=-117212134, 6-8=-1744/1308,
5-11=-454/267,5-9=-212/286,6-9=-1465/2268
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-2-12 to 6-7-2, Interior(1) 6-7-2 to 13-0-0, Exterior(2E)
13-0-0 to 20-6-0, Exterior(2R) 20-6-0 to 29.6-10, Interior(1) 29-6-10 to 35-6-0 zone; cantilever right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770 lb uplift at joint 15 and 886 lb uplift
at joint 8.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
o
toss ype
y
y
Spec
Job
Truss
Hip
1
1
Job Reference (optional)
east toast i russ, m. merce, t-L 3494b Run: 8.420 s Mar 4 2021 Print: 5.420 s Mar 4 2021 MfTeK Industries, Inc. Fn Nov 19 12:15:15 ZOZ7 Page 1
ID:x3kvaITGJNWRWBHHpMyzl QyNB81-weuMRNXmxnuV7UTWOA7ePYJwUKhGMaMg2pzCseyHe3Q
11 0 0 22-6-0 35-6-0
11-0-0 11-6-0 13-0-0
Scale = 1:62.0
Dead Load Dell. =1/8 in
5x8 = 2x4 II 5x8 =
3x6 II 5x5 = 3x6 = 3x8 = 3x4 = 5x5 = 3x6 II 3x6 =
1475#/-770# 3x4 =
33-6-0
3x6 = 1700#/-886#
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.49
Vert(LL)
0.18 14 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.51
Vert(CT)
-0.26 14-16 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.79
Horz(CT)
0.08 10 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 199 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except`
MiTek recommends that Stabilizers and required cross bracing
W1,W8: 2x6 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 18=1475/0-8-0 (min. 0-1-12), 10=1700/0-8-0 (min. 0-2-0)
Max Horz 18=235(LC 11)
Max Upliftl8=-770(LC 12), 10=-886(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-22=-2376/1524, 2-22=-2303/1536, 2-23=-2223/1500, 3-23=-2148/1515,
3-24=-2258/1649, 24-25=-2258/1649, 4-25=-2258/1649, 4-26=-2258/1649,
26-27=-2258/1649, 5-27=-2258/1649, 5-6=-2196/1487, 6-7=-2154/1429, 7-28=-2210/1421,
8-28=-2283/1414, 8-9=-348/60, 1-18=-1409/966
BOT CHORD 17-1 8=-1 48/426, 16-17=-1289/2213, 15-16=-1084/1987, 14-15=-1084/1987,
13-14=-105211962, 12-13=-117312040, 11-12=-1173/2040, 10-11=-0/311, 9-10=-0/311
WEBS 2-17=-242/255, 2-16=-281/242, 3-16=-98/292, 3-14=-261/486, 4-14=-440/411,
5-14=-317/514, 5-13=-48/265, 6-11=-295/325, 1-17=-1182/1912, 8-1 0=-1 579/1290.
8-11=-1456/2072
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=6ft;
Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-2-12 to 6-7-9, Interior(1) 6-7-9 to 11-0-0, Exterior(2R)
11-0-0 to 20-0-10, Interior(1) 20-0-10 to 22-6-0, Exterior(2R) 22-6-0 to 31-6-10, Interior(1) 31-6-10 to 35-6-0 zone; cantilever right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770 lb uplift at joint 18 and 886 lb uplift
at joint 10.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
ss
cuss Type
y
spec
J42952
FA1U1
Hip
1
1
Job Reference (optional)
CU51 L.Uas[ I N55, rL rierce, rL J4540 Faun: U.42U 5 Mar 4 2921 Print UAZU 5 Mar 4 ZUZ1 MI I BK inau5rnes, Inc. rn NOV 15 I'm Datl ZUL1 rage 1
ID:x3kvaITGJNWRWBHHpMyz1 QyNBBI-OgSkfYOi51 Mke2iatetxlsl Xjza51 ogHTimP4yHe3P
11-0-0 26-6-0 37.6-0
11-0-0 15-6-0 11-0-0
5x8 = 5xe =
sxs =
FnnFig
Scale: 3/16"=1'
Dead Load Deff. = 3/16 in
3x6 =
5x5 = 3x4 — 3x6 = 3x8 = 3x6 = 3x4 — 5x5 = 3x6 =
— —
1688#/-987# 16BB#/-877#
LOADING (psf)
SPACING- 2-0-0
CSI.
IDEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL ;%5
TC 0.73
Vert(LL) 0.21
13 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.76
Vert(CT) -0.31
13-15 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.78 '
Horz(CT) 0.10
10 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 192 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
MiTek recommends that Stabilizers and required Cross bracing
W1: 2x6 SP N0.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=1688/0-8-0 (min. 0-2-0), 10=1688/0-8-0 (min. 0-2-0)
Max Horz 16=-216(LC 10)
Max Upliftl6=-987(LC 12), 10=-877(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-23=-463/56, 2-23=-458/67, 2-3=-326/73, 3-24=-2283/1402, 4-24=-2220/1418,
4-25=-2672/1796, 25-26=-2672/1796, 5-26=-2672/1796, 5-27=-2672/1796,
27-28=-2672/1796, 6-28=-2672/1796, 6-29=-2220/1418, 7-29=-2283/1402, 7-8=-326/73,
8-30=-458/67, 9-30=-463/56
BOT CHORD 1-31=-26/430, 16-31=-26/430, 15-16=-998/1869, 14-15=-1053/2049, 13-14=-1053/2049,
12-13=-1047/2049, 11-12=-1047/2049. 10-11=-984/1767, 10-32=-26/430, 9-32=-26/430
WEBS 3-15=-142/413, 4-13=-492/815, 5-13=-605/541, 6-13=-492/615, 7-11 =-1 421413,
3-16=-2199/1668, 2-16=-233/342, 7-10=-2199/1668, 8-10=-232/342
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 11-0-0, Extedor(2R)
11-0-0 to 20-0-10, Interior(1) 20-0-10 to 26-6-0, Extehor(2R) 26-6-0 to 35-6-10, Interior(1) 35-6-10 to 37-6-0 zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 987 lb uplift at joint 16 and 877 Ib uplift
at joint 10.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
I russ
Truss I ype
Qty
ply
Spec
J42952
�Aii
Hip
1
1
Job Reference (optional)
East Coast Truss, FL Pierce, FL 34946 Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 M7ek Industries, Inc. Fri Nov 1912:15:17 2021 Page 1
ID:x3kvarrGJNWRWBHHpMyzl QyNB81-sO?6s3ZOTP9DModu7b96UzPE07KngRvzW7SJxwyHe30
9-0-0 28-6-0 37-6-0
9-Q-0 19-6-0 9-0-0
Scale: 3/16"=l'
Bead Load Defi. = 114 In
3x4 =
5x8 = 2x4 II 3x6 = 5x8 =
5.00 12
3 T94 25 26 27 5 628 Ta 7
24
Rik
!.=,00�1,
Ukl
17
3.611
3x6 =
1688#/-881#
2-0-0
16
5x5 =
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCOL
10.0
Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W1: 2x6 SP No.3
15 14
34 = US =
CSI.
TC 0.62
BC 0.70
WB 0.98
Matrix -AS
REACTIONS. (lb/size) 17=168810-8-0 (min. 0-2-0), 10=168810-8-0 (min. 0-2-0)
Max Horz 17=177(LC 11)
Max Upliftl7=-881(LC 12), 10=-881(LC 12)
13 12
3x4 = 3x6 =
DEFL. in (loc) I/deft Ud
Vert(LL) 0.2813-14 >999 240
Vert(CT)-0.4313-14 >914 180
Horz(CT) 0.08 10 n/a n/a
lal
10
3x6 II
9
I�
3x6 =
1688#/-881#
PLATES GRIP
MT20 244/190
Weight: 189 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-2342/1469, 3-24=-2233/1479, 3-4=-3085/2070, 4-25=-3085/2070,
25-26=-3085/2070, 26-27=-3085/2070, 5-27=-3085/2070, 5-28=-3085/2070,
6-28=-3085/2070, 6-7=-3086/2072, 7-29=-2232/1479, 8-29=-2342/1468
BOT CHORD 16-17=-129/259, 15-1 6=-1 149/2066, 14-15=-1149/2066, 13-14=-1798/3086,
12-13=-1163/2066, 11-12=-1163/2066
WEBS 2-17=-1574/1156, 2-16=-1114/1978, 3-14=-732/1244, 4-14=-476/439, 6-13=-497/406,
7-13=-734/1245, 8-11=-1114/1977, 8-10=-1574/1156
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 9-0-0, Exterior(2R)
9-0-0 to 18-0-10, Interior(1) 18-0-10 to 28-6-0, Extedor(2E) 28-6-0 to 37-6-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 881 lb uplift at joint 17 and 881 lb uplift
at joint 10.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
as
Q y
y
Spec
J42952
Al2G
7G1,d
1
i 2
Job Reference (optional)
cam wam i ms�, rr. nviw, rL .—W Run: o.gtu 5 mar q tut r rnn[ o.gtu s mar q tut i - i— niuu--. mu. — — ,v ic. i v.t i wa i rayv i
ID:x3kvarrGJNWRWBHHpMyzl QyNB81-IoFdiRcXWdferPxgMQE2epZxKkh9mNNZRkQX4HyHe3K
7-0.0 30-6-0 37-6.0
7-0-0 23-6.0 7-0-0
Scale: 3/16"=l'
Dead Load Defl. = 3/16 in
5.00 12 5x8 = 3x4 = 5x3 32 �Xdl
5 3x4 4 5 6 TA
7
�r
���1�
,
L�1 .
t�i.
,
r .t/
t •1�
i
20
2x4 II
3x6 =
2505#1-1500#
2-0-0 ,
19 40 41 18 42 17 43 16 44
4x4 = 3x4 = 4x6 = 3x4 =
45 46 15 47 14 48 13 49
3x8 = 46 = 3x4 =
50 12
4x4 =
10
I$
11
2x4 II
3x6 =
2511#/-1397#
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
- 1.25
TC 0.47
Vert(LL)
0.33 15-16 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.67
Vert(CT)
-0.43 15-16 >916 180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.50
Horz(CT)
0.08 11 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 385 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 4-9-3 cc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing.
WEBS 2x4 SP No.3 *Except*
W1: 2x6 SP No.3
REACTIONS. (lb/size) 20=2012/0-8-0 (min. 0-1-8), 11=2032/0-8-0 (min. 0-1-8)
Max Horc 20=136(LC 7)
Max Uplift20=-1500(LC 8), 11=-1397(LC 8)
Max Grav20=2505(LC 36), 11=2511(LC 37)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3697/2002, 3-27=-5478/3123, 27-28=-5478/3123, 4-28=-5478/3123,
4-29=-6472/3705, 29-30=-6472/3705, 30-31=-6472/3705, 5-31=-6472/3705,
5-32=-6473/3714, 32-33=-6473/3714, 33-34=-6473/3714, 6-34=-6473/3714,
6-35=-6473/3714, 35-36=-6473/3714, 36-37=-0473/3714, 7-37=-6473/3714,
7-38=-5481/3147,38-39=-5481/3147,8-39=-5481/3147,8-9=-3708/2046
BOT CHORD 19-40=-1698/3401, 40-41 =-1 698/3401, 18-41 =-1 698/3401, 18-42=-2944/5525,
17-42=-2944/5525, 17-43=-2944/5525, 16-43=-2944/5525, 16-44=-3535/6530,
44-45=-3535/6530, 45-46=-3535/6530, 15-46=-3535/6530, 15-47=-2967/5471,
14-47=-2967/5471, 14-48=-2967/5471, 13-48=-2967/5471, 13-49=-1740/3318,
49-50=-1740/3318, 12-50=-1740/3318
WEBS 2-19=-185013343, 3-19=-520/332, 3-18=-146512562. 4-18=-1190/806, 4-16=-690/1226,
5-16=-504/410, 6-15=-488/402, 7-15=-673/1223, 7-13=-11851794, 8-13=-1443/2554,
8-12=-526/316, 9-12=-1 789/3360, 2-20=-2417/1451, 9-11=-2422/1398
NOTES-
1) 2-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: 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3:0psf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
Continued on page 2
Job
I russ
Truss Type
QtY
Ply
J42952
Al2G
Hip Girder
1
2
J]'peob'Reference(optional)
cast ldlas{ i w5s, rt. rlerCO, M 34e4U
Run: UAW S Mar 4 ZU21 Nnnc &QU s Mar 4 ZUZI MIIeK InOUslneS, Inc. F❑ NOV le IZ:10:ZI ZUZI rage Z
ID:x3kvarrGJNWRWBHHpMyz1 QyNB81-IoFdiRcXWdferPxgMQE2epZxKkh9mNNZRkQX4HyHe3K
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1500 lb uplift at joint 20 and 1397 Ito uplift at joint 11.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 lb down and 148 lb up at 7-0-0, 180 lb down and 137 lb up at
9-0-12, 180 lb down and 137 lb up at 11-0-12, 180 lb down and 137 lb up at 13-0-12, 180 lb down and 137 lb up at 15-0-12, 180 lb down and 137lb up at 17-0-12, 160
lb down and 137 lb up at 18-9-0, 180 lb down and 137 lb up at 20-5-4, 180 lb down and 137 lb up at 22-5-4, 180 lb down and 137 lb up at 24-5-4, 180 lb down and 137
lb up at 26-5-4, and 180 lb down and 137 lb up at 28-5-4, and 259 lb down and 269 lb up at 30-6-0 on top chord, and 343 lb down and 153 lb up at 7-0-0, 46 lb down at
9-0-12, 46 Ib down at 11-0-12, 46 lb down at 13-0-12, 46 lb down at 15-0-12, 46 lb down at 17-0-12, 46 lb down at 18-9-0, 46 Ib down at 20-5-4, 46 lb down at 22-5-4,
46 lb down at 24-5-4, 46 lb down at 26-5-4, and 46 lb down at 28-5-4, and 343 lb down and 153 lb up at 30-5-4 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 (plf)
Vert: 1-3=-70, 3-8=-70, 8-10=-70, 21-24=-20
Concentrated Loads (lb)
Vert: 3=-53(F) 8=-81(F) 19=89(F) 12=89(F) 27=-53(F) 28=-53(F) 29=-53(F) 30=-53(F) 32=-53(F) 33=-53(F) 34=-53(F) 36=-53(F) 37=-53(F) 38=-53(F) 39=-53(F)
40=-11(F) 41=-11(F) 42=-11(F) 43=-11(F) 44=-11(F) 45=-11(F) 46=-11(F) 47=-11(F) 48=-11(F) 49=-11(F) 50=-11(F)
oruss
Truss Type
y
y
Spec
J42952
�Bloi
Common
1
1
Job Reference (optional)
CESI VUGiI IIUJJ, rt. 11UFW, rL J4y90 Hun: O.4ZU S Mar 4 ZUZ1 Hnm: tl.4ZU S Mar 4 ZUZ1 miter Inausmes, mc. hn NOV 18 1Z:7 b:ZZ ZUZI V, e 1
ID:x3kvaITGJNWRWBHHpMyzlQyNBBI-D_p?vmd9HxnVSZVsw8lHBO63e8z8Vllif094cky e3J
23-6-8 28-0-0
23-6-8 4-5-8
5x5 = Scale = 1:60.1
Dead Load Defl. = 1/8 in
n
ob
3x4 =
5x5 = 3x4 = 4x4 = 3x4 = 5x5 =
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020frP12014
CSI.
TC 0.69
BC 0.94
WB 0.78
Matrix -AS
DEFL in
Vert(LL) -0.24
Vert(CT) -0.38
Horz(CT) 0.05
(loc) I/deft L/d
8-9 >999 240
8-9 >808 180
8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 170 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except` WEBS
1 Row at midpt 5-9. 6-9. 3-12. 7-8, 6-8
W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance Wth Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=1368/0-8-0 (min. 0-1-15), 8=1139/Mechanical
Max Horz 12=492(LC 12)
Max Upliftl2=-744(LC 12), 8=-667(LC 12)
Max Gravl2=1632(LC 17), 8=1444(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-390/4, 2-16=-271/63, 34=-2030/851, 4-5=-1869/867, 5-17=-1215/637,
6-17=-1116/660
BOT CHORD 1-12=0/344, 11-12=-120512071, 10-11=-921/1531, 10-18=-921/1531, 9-18=-921/1531,
9-19=-346/553, 19-20=-346/553, B-20=-346/553
WEBS 3-11=-250/304, 5-11=-231/639, 5-9=-964f714, 6-9=-629/1367, 3-12=-1975/1083,
2-12=-382/466, 6-8=-1335/858
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. ll; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-4-13, Interior(1) 64-13 to 23-6-8, Exterior(2E)
23-6-8 to 27-104 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0_wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 lb uplift at joint 12 and 667 lb uplift
at joint 8.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
oTruss
Truss Type
Q y
y
Spec
J42952
B02
Hip
1
1
Job Reference (optional)
KUn: tl.4Zu s Mar 4 ZUZI vnnc UAW s Mar 4 ZUZ1 MI 18K Inausines, Inc. hn Nov 1 a 1Z:1 a:ZJ Zuz1 rage 1
ID:x3kvarrGJNWRWBHHpMyzl QyNB81-hAN076dn2FvM4j42UrGW)EfFxYLgEEFru2vd8AyHe31
23-0-0 241-� 2M
23-M 1-10 AN.
4x6 = 5x5 Scale = 1:62.1
Dead Load Deft. = 3/16 in
3x4 = 5x5 = 1x4 II 4x4 = 3x4 = 3x4 = 3x6 II
1618#/-744# 5x5 =
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020frP12014
CSI.
TC 0.59
BC 0.79
WB 0.67
Matrix -AS
DEFL
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) Well Ud
-0.20 11-12 >999 240
-0.40 11-12 >759 180
0.05 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 191 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt 5-11, 6-11, 7-10, 3-15, 8-9, 8-10
W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 15=1368/0-8-0 (min. 0-1-15), 9=1139/Mechanical
Max Horz 15=492(LC 12)
Max Upliftl5=-744(LC 12), 9=-667(LC 12)
Max Grav 1 5=1618(LC 17), 9=1380(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-291/28, 2-19=4041154, 3-19=-310/165, 34=-1660/722, 4-20=-15941729,
5-20=-1529/740, 5-6=-671/374, 6-7=-555/442, 7-8=-630/404, 8-9=-1460/908
BOT CHORD 14-15=-1114/2037, 13-14=-1114/2036, 12-13=-1114/2036, 12-21=-892/1584,
11-21=-892/1584, 10-11=-321/580
WEBS 3-12=-531/302, 5-12=-149/644, 5-11 =-1 324/749, 3-1 5=-1 811/882, 2-15=-545/584,
8-10=-738/1346
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 64-13, Interior(1) 6-4-13 to 23-0-0, Eztedor(2E)
23-0-0 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 lb uplift at joint 15 and 667 lb uplift
at joint 9.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
o
russ
Truss Type
y
y
Spec
J42952
803
Hip
1
1
Job Reference (optional)
Last Goast I MISS, K. 1-18rCe, I-L'34y40 Run: 5.420 S Mar 4 2021 Print: 5.420 s Mar 4 ZUZ1 MI I eK InaustneS, InC. M NOV 1V 141 O:Zo ZUZ7 rage 1
ID:x3kvarrGJNWRWBHHpMyzl QyN681-dZUBYofl as94J1 ERbGl_pfkclM7di228LMOkD2yHe3G
21-0-0 26-1-0 28-0-0
21-0-0 5-1-0 1-11-0
4x8 = Scale = 1:56.0
4x4 = 3x$�ad Load Den. = 3/161n
6 7 9
3x4 = 5x5 = 3x4 = 3x4 = 3x4 = 3x8 = 3x6 11
28-0-0
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DO 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.54
BC 0.96
WB 0.97
Matrix -AS
DEFL, in (loc) I/deft Ud
Vert(LL) -0.25 11-13 >999 240
Vert(CT) -0.45 11-13 >687 180
Horz(CT) 0.05 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 190 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt 5-11, 6-10, 7-10, 3-14, 8-9
W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 14=1368/0-8-0 (min. 0-1-15), 9=1139/Mechanical
Max Horz 14=492(LC 12)
Max Uplift14=-744(LC 12), 9=-667(LC 12)
Max Grav14=1637(LC 17), 9=1401(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-431/25, 2-18=-265/30, 3-18=-250/49, 3-4=-1990/802, 4-1 9=-1 906/804,
5-19=-1848/814, 5.6=-1004/506, 6-7=-279/229, 7-8=-324/211, 8-9=-1343/831
BOT CHORD 1-14=0/389, 13-14=-117711994, 13-20=-989/1665, 12-20=-989/1665, 12-21=-989/1665,
11-21=-989/1665, 11-22=-506/900, 10-22=-506/900
WEBS 5-13=-86/509, 5-11 =-1 031/645, 6-11=-379/1016, 6-1 0=-1 244/684, 3-14=-1991/1140,
2-14=-314/417, 8-10=-736/1236
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=Bft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 21-0-0, Extedor(2E)
21-0-0 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 lb uplift at joint 14 and 667 lb uplift
at joint 9.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASES) Standard
Job
fuss
cuss Type
y
y
Spec
J42952
B04
Half Hip
1
1
Jab Reference (optional)
tasl Goas1 I fuss, FL Fierce, FL 34946 Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 Mrrek Industries, Inc. Fin Nov 1912:15:26 2021 Pagge 1
ID:x3kva1TGJNWRWBHHpMyz1 QyNB81.512Wl8gfLAHxxApd9_pDLsHInILLRZglaO711vyHe3F
L 19-0-0 28-0-0
r 19-0-0 9-0-0
4x4 = Scale = 1:51.9
3x4 —_ D&R4 kpad Defl. = 1/8 in
3x4 = 5x5 = 3x4 = 4x4 = 3x8 = 5x5 =
745#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC20201TP12014
CSI.
TC 0.68
BC 0.93
WB 0.74
Matrix -AS
DEFL in
Vert(LL) -0.26
Vert(CT) -0.42
Horz(CT) 0.05
(loc) I/deft Ud
9-10 >999 240
9-10 >730 180
9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 171 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt B-9, 5-10, 7-9, 3-13
W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1139/Mechanical, 13=1368/0-8-0 (min. 0-1-1$)
Max Horz 13=487(LC 12)
Max Uplift9=-666(LC 12), 13=-745(LC 12)
Max Grav9=1409(LC 17), 13=1634(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-444/64, 2-3=-294/82, 3-17=-2022/829, 4-17=-1947/830, 4-5=-1893/840,
5-6=-1246/592, 6-18=-1100/624, 7-18=-1100/624
BOT CHORD 1-13=-19/408, 12-13=-1167/1913, 12-19=-1059/1748, 11-19=-1059/1748,
11-20=-1059/1748, 10-20=-1059/1748, 10-21=-398/636, 21-22=-398/636, 9-22=-398/636
WEBS 5-12=-48/353, 5-10=-858/573, 7-10=-470/968, 7-9=-1280/826, 3-13=-2014/1159,
2-13=-279/376
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-8-2, Interior(1) 6-8-2 to 19-0-0, Extedor(2E)
19-0-0 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 9 and 745 lb uplift at
joint 13.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
o
as
Truss Type
y
y
Spec
J42952
F130'U5
Half Hip
1
1
Job Reference (optional)
Cast Goasi I fuss, rL rlerce, t•L :i494b Run: B.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MITek Industries, Inc. Fri Nov 1912:15:27 2021 Page 1
ID:x3kvaITGJNWRWBHHpMyzl QyNB81-aycuzUgH6TPoZKOpjhLSu4p_S911AOnRpgtrlxyHe3E
17-0-0 28-0-0
17-0.0 —�— 11-0-0
Scale: 1/4"=1'
5.00 12
4x8 = 1x4 11 Dead L$R� Deg. = 1/8 in
3x4 =
5x5 = 3x4 = 3x4 = 3x4 = 3x10 = 3x6 II
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 "
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.43
BC 0.60
WB 0.76
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/deft L/d
-0.09 11-13 >999 240
-0.21 11-13 >999 180
0.05 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 174 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 "Except" WEBS
1 Row at midpt 8-9. 6-10, 8-10
W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1139/Mechanical, 14=136810-8-0 (min. 0-1-14)
Max Horz 14=435(LC 12)
Max Uplift9=-651(LC 12), 14=-761(LC 12)
Max Grav9=1373(LC 17), 14=1610(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-451/109, 2-3=-317/119, 3-18=-2010/869, 18-19=-2001/875, 4-19=-1952/885,
4-5=-1883/887, 5-6=-1416/719, 6-20=-853/500, 7-20=-853/500, 7-21=-853/500,
8-21=-853/500, 8-9=-1258/813
BOT CHORD 1-14=-63/422, 13-14=-1113/1795, 12-13=-1094/1787, 11-12=-1094/1787,
11-22=-741/1277, 10-22=-741/1277
WEBS 5-11=-695/475, 6-11=-278/713, 6-10=-693/393, 7-10=-434/411, 8-10=-819/1396,
3-14=-2005/1192, 2-14=-251/334
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 17-0-0, Exterior(2R)
17-0-0 to 26-0-10, Interior(1) 26-0-10 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 lb uplift at joint 9 and 761 lb uplift at
joint 14.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
o
toss
cuss ype
y
y
Spec
J42952
806
Half Hip
1
1
Job Reference (optional)
Last coast i russ, Ft. tierce, FL 34846 Run: 3.420 s Mar 4 2021 Pnnt 8.420 s Mar 4 2021 MrreR industries, Inc. Fn NOV 1 U 12:15:2B 2021 Page 1
ID:x3kvarrGJN WRWBHHpMyzl QyNSBI-28AHAghwtnXfAUzOHOshQHMBJZOcvQab2KcOgNyHe3D
1 15-0.0 28-0-0
15-0-0 13-0-0
Scale = 1:48.9
5x8 = 1x4 11 Dea424ndDell. = 5/16 in
3x4 = 5x5 = 2x4 II —IA 114x4 = 3x4 = 3x10 = 3x6 II
1625#/-770#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020frP12014
CSI.
TC 0.49
BC 0.94
WB 0.92
Matrix -AS
DEFL. in (loc) I/deft Ud
Vert(LL) -0.23 16-17 >999 240
Vert(CT) -0.52 16-17 >594 180
Horz(CT) 0.14 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 183 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
Rigid ceiling directly applied. Except:
132,135: 2x4 SP No.3
6-0-0 oc bracing: 14-16
WEBS 2x4 SP No.3 *Except*
10-0-0 oc bracing: 17-19
W1: 2x6 SP No.3 WEBS
1 Row at midpt 9-10, 7-11, 9-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1 0= 1 144/Mechanical, 20=138210-8-0 (min. 0-1-15)
Max Harz20=384(LC 12)
Max UpIIft10=-636(LC 12), 20=-770(LC 12)
Max Grav10=1356(LC 17), 20=1625(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-422/160, 2-3=-3055/1407, 3-24=-3438/1621, 24-25=-3408/1623, 4-25=-340711623,
4-5=-3386/1631, 5-6=-2117/1064, 6-7=-2001/1108, 7-26=-1092/621, 8-26=-1092/621,
8-27=-1092/621, 9-27=-1092/621, 9-10=-1225/787
BOT CHORD 1-20=-108/405, 3-17=-267/236, 16-17=-1535/2510, 13-28=-829/1475, 12-28=-829/1475,
11-12=-829/1475
WEBS 5-17=-339/837, 5-16=-687/531, 13-16=-895/1934, 7-16=-988/1747, 7-13=-889/574,
7-11=-533/290, 8-11=-510/481, 9-11=-859/1503, 2-20=-1502/915, 2-17=-1532/2802
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; 13=10811; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 64-13, Interior(1) 6-4-13 to 15-0-0, Exterior(211)
15-0-0 to 24-0-10, Interior(1) 24-0-10 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 636 lb uplift at joint 10 and 770 lb uplift
at joint 20.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Qty
ply
Spec
J42952
B07
Half Hip
1
1
Job Reference (optional)
cam waa� cause, ri. rro , rL 54Wv6 Kun: 8.420 S Mar 4 2021 Pnnt 8.420 s Mar 4 2021 MI reB In00stnes, Inc. Fn NOV 19 12:15:29 2021 Page 1
ID:x3kvaITGJN WRWBHHpMyzl QyNB81-WKkfOAYe5fWoeYCg6NwzVvIEzNNesWkG_MyMgyHe3C
13-0-0 28-0-0
13-0-0 15-0-0
4x4 = 2x4 11
9e
5x8 =
Scale = 1:49.0
Dead Load Deft. = 118 in
3x4 11
3x4 = 5x5 = 2x4 II 3x4 II 5x5 = 5x5 =
1378#/-7808 1140#/-622#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 "
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.54
BC 0.84
WB 1.00
Matrix -AS
DEFL in (loc) Ildefi Ud
Vert(LL) 0.18 14-15 >999 240
Vert(CT) -0.24 13-14 >999 180
Horz(CT) 0.17 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 183 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
Rigid ceiling directly applied. Except:
132,135: 2x4 SP No.3
10-0-0 oc bracing: 15-17, 11-13
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt 7-9
W1201: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 9=1140/0-8-0 (min. 0-1-8), 18=1378/0-8-0 (min. 0-1-10)
Max Horz 18=333(LC 12)
Max Uplift9=-622(LC 12), 18=-780(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=407/144, 2-22=-3077/1816, 3-22=-3028/1818, 3-23=-2313/1371, 4-23=-2284/1379,
4-5=-2369/1530, 5-6=-1643/1101, 6-24=-1640/1106, 7-24=-1640/1106
BOT CHORD 1-18=-86/387, 17-1 8=-1 54/250, 3-15=-238/420, 14-15=-2204/3242, 13-14=-1082/1606,
6-13=-4041385, 9-10=-750/1141
WEBS 5-13=-220/436, 10-13=-709/1018, 7-13=429/644, 7-9=-13821916, 2-1 8=-1 223/901,
2-15=-1888/2797, 15-18=-346/163, 5-14=-573/818, 4-14=-409/391, 3-14=-1098/742
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=aft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 64-13, Interior(1) 6-4-13 to 13-0-0, Exterior(2R)
13-0-0 to 22-0-10, Interior(1) 22-0-10 to 27-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 622 lb uplift at joint 9 and 780 lb uplift at
joint 18.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
owas
truss type
y
y
Spec
J42952
18108
Half Hip
1
1
Job Reference (optional)
East Coast Truss, Ft Pierce, FL 34946
Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MiTek Industries, Inc. Fri Nov 1912:15:30 2021 Page 1
,varrGJNWRWBHHpMyzt QyNB81-_WI1 bW)APOnNQo7OOpu9WiRRONjHNNvtVe5VuGyHe3B
Scale = 1:49.0
Dead Load Defl. = 3/16 in
4x8 = 2x4 II 3x4 = 3x4 = 3x8 =
4 74 5 95 6 26 7 27 8
I$
3x4 = 5x5 = 2x4 11 3x4 11 5x8 = 3x6 11
1378#/-790#
2-M
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
TCDL 15.0
Lumber DOL 1.25
BC 0.86
BCLL 0.0
Rep Stress Incr YES
WB 0.74
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 `Except`
B2,B5: 2x4 SP No.3
WEBS 2x4 SP No.3 `Except
W1101: 2x6 SP No.3, W3: 2x4 SP No.2
REACTIONS. (lb/size) 9=1140/0-8-0 (min. 0-1-8), 18=1378/0-8-0 (min. 0-1-10)
Max Horz 18=282(LC 12)
Max Uplift9=-612(LC 12), 18=-790(LC 12)
11401N-612#
DEFL in (loc) I/deft Ud PLATES GRIP
Vert(LL) 0.2314-15 >999 240 MT20 244/190
Vert(CT)-0.3314-15 >922 180
Horz(CT) 0.19 9 n/a n/a
Weight: 173 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 15-17, 11-13
WEBS 1 Row at midpt 3-14, 8-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-22=-416/144, 2-22=-412/154, 2-3=-3048/1781, 3-23=-2077/1218, 4-23=-1996/1233,
4-24=-1974/1309, 5-24=-1974/1309, 5-25=-1984/1326, 6-25=-1984/1326,
6-26=-1984/1326, 7-26=-1984/1326, 7-27=-1360/859, 8-27=-1350/859, 8-9=-10681745
BOT CHORD 1-28=-99/399, 18-28=-99/399, 17-18=-169/252, 3-15=-165/378, 14-15=-2259/3374,
13-14=-1215/1858, 5-13=-339/311
WEBS 3-14=-1543/1062, 4-14=-93/351, 4-13=-153/321, 10-13=-783/1134, 7-13=-541/752,
7-10=-872/711, 8-10=-992/1545, 2-1 8=-1 181/874, 2-15=-1872/2798, 15-18=-367/254
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Intedor(1) 6-4-13 to 11-0-0, Extedor(2R)
11-0-0 to 20-0-10, Interior(1) 20-0-10 to 27-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 612 lb uplift at joint 9 and 790 lb uplift at
joint 18.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
JOD
russ
Truss Type
Qty
Ply
Spec
J42952
B09
Half Hip
1
1
I
Job Reference (optional)
wom , m ,. r,cl rl JYOYD Kun: J.4;W s mar 4 zUz1 vnnr. m4zu s mar 4 zUzl miiex Inousales. Inc. i-n NDV 1B 1z:1b:J1 ZUZ1 Pagel
ID;x3kvarrGJNWRWBHHpMyzlQyNB81-SjsPorkoAivE2yhbyXP02w eDm3h6m71klr3R1yHe3A
9-0-0 28-0.0
9-0-0 19-0-0
48 =
2x4 II 3x4 = 3x4 =
Scale = 1:49.0
Dead Load Dell. = 3/161n
Us =
3x4 = 5x5 = 2x4 11 3x4 11 6x8 = Us II
1378#/-798#
2-0-0 4-10-0 &M
13-4-0 13-M
D7:EIi67
1140#/-603#
' 2-0-0 '
2-10-0 040 8-2-0 0-0-0
144-0
1
Plate Offsets (X,Y)—
[2:0-5-0,0-2-0] [3:0-1-0 0-1-8] [4:0-5-4 0-2-0] [8:0-3-8 0-1-8]
[11:0-2-0 0-0-8] [13:0-2-4 0-2-12] [15.0-6-4
_
0-2-0] [18.0-2-4 0-2-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL)
0.24
12
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.85
Vert(CT)
-0.34
12
>906
180
BCLL 0.0 '
Rep Stress Incr YES
WS 1.00
Horz(CT)
0.18
9
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS '
Weight: 164 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
Rigid ceiling directly applied. Except:
B2,135: 2x4 SP No.3
10-0-0 oc bracing: 15-17, 11-13
WEBS 2x4 SP No.3 `Except' WEBS
1 Row at midpt 8-10
W11,W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1140/0-8-0 (min. 0-1-8), 16=1378/0-8-0 (min. 0-1-10)
Max Horz 16=231(LC 12)
Max Uplift9=-603(LC 12), 18=-798(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-409/145, 2-3=-2913/1629, 3-22=-2235/1353, 4-22=-2200/1361, 4-23=-2597/1677,
5-23=-2597/1677, 5-24=-2569/1669, 24-25=-2569/1669, 6-25=-2569/1669,
6-7=-2569/1669, 7-26=-1636/1003, 8-26=-1636/1003, 8-9=-1067/723
BOT CHORD 1-18=-87/390, 3-15=-170/374, 14-15=-1881/3060, 13-14=-1316/2039, 5-13=-409/395
WEBS 3-14=-1088/627, 4-14=-43/270, 4-13=-418/725, 10-13=-897/1401, 7-13=-720/1008,
7-10=-906/703, 8-1 0=-1 093/1772, 2-18=-1165/883, 2-15=-1757/2654, 15-18=-350/275
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 64-13, Interior(1) 64-13 to 9-0-0, Extedor(2R)
9-0-0 to 18-0-10, Interior(1) 18-0-10 to 27-94 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent Wth any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 603 lb uplift at joint 9 and 798 lb uplift at
joint 18.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Uty
ply
Spec
J42952
1310G
Half Hip Girder
1
2
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL 34946
3x4 = 3x6 = 2x4 II
1981#/-1182#
Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MiTek Industries, Inc. Fd Nov 1912:15:34 2021 Pa�gge 1
ID:x3kvarrGJNWRWBHHpMyzlQyNB81-sIXYRtmgShcovP49df25gYcAG 6XJCITQG3j11yHe37
6x8 =2x4 II YV
3x4 =
3x4 = US =
Scale = 1:49.0
Dead Load Dell. = 3116 in
1816#/-1027#
fg
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC20201TP12014
CSI.
TC 0.46 -
BC 0.72
WB 0.65
Matrix -MS
DEFL. in
Vert(LL) 0.28
Vert(CT) -0.37
Horz(CT) 0.16
(loc) I/deft L/d
16 >999 240
16 >836 180
11 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 323 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 4-10-13 oc purlins,
BOT CHORD 2x4 SP N0.2 *Except*
except end verticals.
B2,B5: 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3 `Except`
10-0-0 oc bracing: 20-22, 15-17
W1301: 2x6 SP No.3
REACTIONS, (lb/size) 11=155010-8-0 (min. 0-1-8), 23=1615/0-8-0 (min. 0-1-8)
Max Horz 23=180(LC 8)
Max Upliftl 1 =-1 027(LC 8), 23=-1182(LC 8)
Max Grav 11 =1 816(LC 36), 23=1981(LC 36)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-280/180, 2-3=-4834/2566, 3-4=-4078/2212, 4-27=-5178/2884, 5-27=-5178/2884,
5-28=-5178/2884, 28-29=-5178/2884, 29-30=-5178/2884, 6-30=-5178/2884,
6-31=-6292/3542, 31-32=-6292/3542, 7-32=-6292/3542, 7-8=-6292/3542,
8-33=-2412/1362, 33-34=-2412/1362, 9-34=-2412/1362, 9-35=-2412/1362,
35-36=-241211362, 10-36=-2412/1362, 10-11=-1730/1039
BOT CHORD 1-23=-135/295, 22-23=-192/365, 3-20=-411/777, 19-20=-2685/4900, 19-37=-2091/3801,
18-37=-2091/3801, 18-38=-3631/6469, 38-39=-3630/6471, 17-39=-3630/6471,
6-17=-78/336, 15.40=-207/409, 4041=-207/409, 14-41=-207/409, 1442=-2090/3712,
13-42=-2090/3712, 12-13=-2090/3712
WEBS 3-19=-11871635, 4-19=-96/364, 4-18=-932/1654, 5-18=-404/293, 6-18=-1475/855.
14-17=-1948/3417,8-17=-1564/2779,8-14=-751/554, 8-12=-1528/856, 9-12=-516/433,
10-1 2=-1 570/2781, 2-23=-1798/1049, 2-20=-2385/4345, 20-23=4021167
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc,
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
Continued on page 2
Job
I russ
cuss ype y y Spec
J42952
B1oG
Half Hip GirderF2 Job Reference (optional)
tast lAasi I cuss, ht. Pierce, hL "J484e
Run: 5.420 s Mar 4 2021 Print: 9.420 s Mar 4 ZU21 MI I eK Inausfnes, Inc. I-n Nov 1`J 1 Z:10:3o ZUZ1 Pa� 9e 2
ID:x3kvafTGJNWRWBHHpMyz1QyNB81-LU5weDnJDxQfWZ?MBMUKCm9K00Sm2RY fwpGaTyHe36
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1027 lb uplift at joint 11 and 1182 lb uplift at joint 23.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down and 259 lb up at 7-0-0, 213 lb down and 138 lb up at
9-0-12, 213 lb down and 138 lb up at 11-0-12, 213 lb down and 138 lb up at 13-0-12, 180 lb down and 137 lb up at 15-0-12, 180 lb down and 137 lb up at 17-0-12, 160
lb down and 137 lb up at 19-0-12, 180 lb down and 137 lb up at 21-0-12, 180 lb down and 137 lb up at 23-0-12, and 180 lb down and 137 lb up at 25-0-12, and 172 lb
down and 137 lb up at 27-0-12 on top chord, and 307 lb down and 133 lb up at 7-0-0, 13 lb down at 9-0-12, 13 lb down at 11-0-12, 13 lb down at 13-4-0, 46 lb down at
15-0-12, 46 lb down at 17-0-12, 46 lb down at 19-0-12, 46 lb down at 21-0-12, 46 lb down at 23-0-12, and 46 lb down at 25-0-12, and 47 lb down at 27-0-12 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 (plf)
Vert: 1-4=-70, 4-10=-70, 22-24=-20, 21-22=-20, 17-20=-20, 15-16=-20, 11-15=-20
Concentrated Loads (lb)
Vert: 4=-66(F) 7=-53(F) 13=-11(F) 19=79(F) 9=-53(F) 12=-11(F) 27=-65(F) 28=-65(F) 30=-65(F) 31=-53(F) 33=-53(F) 34=-53(F) 35=-53(F) 36=-64(F) 40=-11(F)
41=-11(F) 42=-11(F) 43=-11(F) 44=-14(F)
o
ss
cuss Type
y
y
Spec
J42952
70u,
Hip1
Job Reference (optional)
cast west uuss, rL rlerce, M 34a40 Kun: UAZU 5 Mar 4 ZUZI Pnnc UAZU s Mar 4 ZU21 MI1 eK MQUSMS, Inc. rn Nov le 1Z:10:Jo ZUZI Ya e 1
ID:x3kvaITGJNWRWBHHpMyzlQyNB81-pgilsZnx EYWBjaYl4?ZlzhTpnnln6kmtaYp6wy e35
22-2-8 24 10-8 28 0 0
22-2 8 2-8-0 3-1-8
4x6 = ' Scale = 1:58.0
4x4 = Dead Load Deff. = 3/161n
3x4 = 5x5 = 3x4 = 3x4 = 4x8 = 5x5 =
1633#/-7449
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
TCDL 15.0
Lumber DOL
1.25
BC 0.78
BCLL 0.0 '
Rep Stress Incr
YES
WB. 0.65
BCDL 10.0
Code FBC20201TPI2014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3 *Except'
W1; 2x6 SP No.3
REACTIONS. (lb/size) 13=1368/0-8-0 (min. 0-1-15), 9=1139/Mechanical
Max Horz 13=492(LC 12)
Max Upliftl3=-744(LC 12), 9=-667(LC 12)
Max Gravl3=1633(LC 17), 9=1418(LC 17)
DEFL in (loc) I/deft Ud PLATES GRIP
Vert(LL)-0.2810-12 >999 240 MT20 244/190
Vert(CT)-0.4810-12 >641 180
Horz(CT) 0.04 9 n/a n/a
Weight: 182 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-10, 6-10, 7-10, 3-13, 8-9, 7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-420/0, 2-17=-277/39, 3-4=-1948/776, 4-18=-18711776, 5-18=-1797/789,
5-6=-848/439, 6-7=-720/496
BOT CHORD 1-13=0/375, 12-13=-1167/2021, 11-12=-934/1601, 11-19=-934/1601, 10-19=-934/1601,
10-20=-235/415, 20-21=-235/415, 9-21=-235/415
WEBS 3-12=-228/286, 5-12=-109/587, 5-1 0=-1 131/699, 7-10=-631/1243, 3-13=-1937/1114,
2-13=-339/443, 7-9=-1343/757
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 22-2-8, Extedor(2E)
22-2-8 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 lb uplift at joint 13 and 667 lb uplift
at joint 9.
9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
I russ
Truss Type
y
y
Spec
J42952
CO2
Hip
1
1
Job Reference (optional)
coal �.uam nusa, rt naive, rLovyvo H81
IMmDx3kvarrGJNWRWBHHPvoklnWolBEggB6uWYkv6EINeMye34
20-2-8 26-10-8 zB o Q
20-2-8 6 8-0 1-1-e'
7x8 =
5.00 12
3x4 -1 Scale = 1:58.1
4x6 = Dead Load Dell. = 3/16 in
3x4 = 5x5 = 3x4 = 4x4 = 3x4 = 3x8 =
1644#/ 744#
3x6 11
2-0-0
28-M
2.0.0 '
26-0-0
Plate Offsets (X Y)—
[3:0-1-12,0-2-0] [6:0-5-12,0-2-8]
[7:0-3-0,0-2-4]
[10:0-1-8 0-1-8] [14:0-2-4 0-2-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.50
Vert(LL)
-0.20 11-13
>999
240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC
0.87
Vert(CT)
-0.36 11-13
>839
180
BCLL 0.0
Rep Stress Incr YES
WB
0.73
Horz(CT)
0.05 9
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 188 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except'
W1: 2x6 SP No.3
REACTIONS. (lb/size) 14=1368/0-8-0 (min. 0-1-15), 9=1139/Mechanical
Max Horz 14=492(LC 12)
Max Uplift14=-744(LC 12), 9=-667(LC 12)
Max Grav 14=1 644(LC 17). 9=1434(LC 17)
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-11, 6-10, 7-10, 3-14, 8-9, 8-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-436/42, 2-18=-278/47, 3-18=-264/65, 3-4=-2024/820, 4-5=-1933/831,
5-6=-1121/553, 8-9=-1398/785
BOT CHORD 1-14=0/398, 13-14=-1185/1966, 13-19=-1026/1699, 12-19=-1026/1699, 12.20=-1026/1699,
11-20=-1026/1699, 11-21=-573/993, 10-21=-573/993
WEBS 5-13=-72/452, 5-11=-955/605, 6-11=-355/978, 6-1 0=-1 3051750, 7-10=-365/339,
3-14=-2026/1158, 2-14=-299/398, 8-10=-832/1374
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Intedor(1) 64-13 to 20-2-8, Extedor(2E)
20-2-8 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 lb uplift at joint 14 and 667 lb uplift
at joint 9.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
o
s
toss ype
y
y
T
Half Hip
1
1
JSpec
Job Reference (optional)
Ea>t C;va i i loss, rL rierce, rL sgngo Hun: 9.420 s Mar 4 2021 Print: 8.420 S Mar 4 2021 MITOK IncuStnes, Inc. Fn NOV 19 12:10:36 2021 Page 1
Ip:x3kvarrGJNWRWBHHpMyz1 QyNB81-13n2GFpBWsoENOkxsV1 lgOmlKbUtFyx3Lu2wAoyHe33
18-2-8 28-0-0
18-2-8 9-9-8
44 = Scale = 1:50A
DeadA f A Deff. = 3/16 in
5.00 _22 3x4 = ^
3x4 = 5x5 = 3x4 = 3x4 = 3x8 = 5x5 =
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC20201TPI2014
CSI.
TC 0.84
BC 0.75
WB 0.92
Matrix -AS
DEFL in
Vert(LL) -0.35
Vert(CT) -0.55
Horz(CT) 0.04
(loc) I/deft Ud
9-10 >878 240
9-10 >558 180
9 n/a n1a
PLATES GRIP
MT20 2441190
Weight: 168 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.1 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except` WEBS
1 Row at midpt 8-9, 7-9
W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1139/Mechanical, 13=1368/0-8-0 (min. 0-1-14)
Max Horz 13=466(LC 12)
Max Uplift9=-660(LC 12), 13=-752(LC 12)
Max Grav9=1385(LC 17), 13=1613(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-446/75, 2-3=-303/90, 3-17=-1987/851, 4-17=-1924/851, 4-5=-1864/862,
5-6=-1318/642, 6-18=-11701667, 7-18=-1170/667
BOT CHORD 1-13=-30/414, 12-13=-1150/1849. 11-12=-1075/1749, 10-11=-1075/1749, 10-20=452f712,
20-21=452f712, 9-21=-452012
WEBS 5-12=-31/269, 5-10=-768/539, 7-10=-416/886, 7-9=-1267/831, 3-13=-1970/1175,
2-13=-263/355
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-5-0, Interior(1) 6-5-0 to 18-2-8, Exterior(2R)
18-2-8 to 27-3-2, Interior(1) 27-3-2 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 660 lb uplift at joint 9 and 752 lb uplift at
joint 13.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
ob
Truss
cuss ype
y
y
Spec
J42952
C04
Half Hip
1
1
Job Reference (optional)
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16-2-8 28-0-0
16-2-8 11-9-8 — —�
Scale: 1/4"=1'
4x8 —_ Dead Load Defl. =118 in
1x4 II 4x4 =
3x4 =
5x5 = 3x4 = 3x4 = 3x4 = 3x10 = 3x6 II
1607#/-766#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.43
BC 0.56
WB 0.67
Matrix -AS
DEFL
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/deft Ud
0.09 11-13 >999 240
-0.18 11-13 >999 180
0.04 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 171 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt 8-9, 6-10, 8-10
W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1139/Mechanical, 14=1368/0-8-0 (min. 0-1-14)
Max Horz 14=415(LC 12)
Max Uplift9=-645(LC 12), 14=-766(LC 12)
Max Grav9=1363(LC 17), 14=1607(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-454/123, 2-3=-326/129, 3-18=-2011/886, 18-19=-1978/888, 4-19=-1955/892,
4-5=-1939/901, 5-6=-14911764,6-20=-940/547,7-20=-940/547,7-21=-940/547,
8-21=-940/547, 8-9=-1242/804
BOT CHORD 1-14=-76/427, 13-14=-1084/1748, 12-13=-1101/1808, 11-12=-1101/1808,
11-22=-779/1350, 10-22=-779/1350
WEBS 5-11=-626/434, 6-11=-252/666, 6-10=-625/354, 7-10=-467/440, 8-10=-831/1428,
3-14=-1999/1199, 2-14=-240/318
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 16-2-8, Exterior(213)
16-2-8 to 25-3-2, Interior(1) 25-3-2 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 645 lb uplift at joint 9 and 766 lb uplift at
joint 14.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
lruss lype
Qty
ply
Spec
J42952
C05
Halt Hip
1
1
Job Reference (optional)
nu no,w,r�oyngo IDx3kvarfGJNWRWBHHZI pMyzlQyNB8lhSuphwrR2T2ydKuJ_w4Vvps3JPBojyNMoCX1FhyHe31
1 14-2-8 28.0-0 _
14-2-8 13-9.8
Scale: 1/4"=l'
Dead Load DO =1/16 in
5.00 F12 4x8 = 1x4 II 4x4 =
3x4 = 5x5 = tx4 11 5x8 = 3x10 = 34 II
1594#/-77911
LOADING (psi)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020(TP12014
CSI.
TC 1.00
BC 0.60
WB 0.54
Matrix -AS
DEFL in
Vert(LL) -0.10
Vert(CT) -0.19
Horz(CT) 0.05
(loc) I/deft L/d
8-9 >999 240
8-9 >999 180
7 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 162 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt 4-8, 6-8, 3-11
W1: 2x6 SP No.3
MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=1139/Mechanical, 11=1368/0-8-0 (min. 0-1-14)
Max Horz 11=364(LC 12)
Max Uplift7=-632(LC 12), 11=-779(LC 12)
Max Grav7=1335(LC 17), 11=1594(LC 17)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-337/20, 3-4=-170B/860, 4-17=-1185/682, 5-17=-1185/682, 5-18=-1185/682,
18-19=-1185/682, 6-19=-1185/682, 6-7=-1201/781
BOT CHORD 1-11=-5/293, 10-11=-1149/1922, 9-10=-1148/1923, 9-20=-870/1514, 20-21=-870/1514,
8-21=-870/1514
WEBS 3-9=-458/320, 4-9=-136/497, 4-8=-436/258, 5-8=-547/502, 6-8=-893/1543,
3-11=-1956/1127, 2-11=-434/490
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 14-2-8, Exterior(2R)
14-2-8 to 23-3-2, Interior(1) 23-3-2 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 lb uplift at joint 7 and 779 lb uplift at
joint 11.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
cuss ype
Qty y
c
J42952
C06
Half Hip
1
T1JbRference
(optional)
Guasi i russ, R. Pierce, rL avaao Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MiTek Induslnes, Inc. Fri Nov 19 12:15:41 2021 Pag9e 1
ID:x3kvarTGJN WRWBHHpMyz1 QyNBSI-9eSBvGr3pnApEUSWXdbkSl 0FloXvSPOV1 sGan7yHe30
13-8-0 28-0-0
13-8-0 144-0
Scale: 1/4"=1'
Dead Load Defl. = 1/16 In
4x8 = 6x6 = 4x4 =
5,00 12
1A
a 19 gn
3x4 =
5x5 = 1x4 II 4x4 = 3x10 = 3x6 II
1590#/--782#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BALL 0.0 '
BCDL 10.0
SPACING-
2-0-0
CSI.
Plate Grip DOL
1.25
TC 0.95
Lumber DOL
1.25
BC 0.60
Rep Stress Incr
YES
WB 0.56
Code FBC20201TPI2014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W1: 2x6 SP No.3
REACTIONS. (lb/size) 7=1139/Mechanical, 12=1368/0-8-0 (min. 0-1-14)
Max Horz 12=350(LC 12)
Max Uplift7=-629(LC 12), 12=-782(LC 12)
Max Grav7=1327(LC 17), 12=1590(LC 17)
3x4 =
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
Vert(LL)
-0.09
8-10
>999
240
MT20 244/190
Vert(CT)
-0.18
B-10
>999
180
Horz(CT)
0.05
7
n/a
n/a
Weight: 160 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 4-8. 6-8, 3-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-332/22, 3-4=-1720/875, 4-18=-1257/726, 5-18=-1257/726, 5-19=-1257/726,
19-20=-1257/726. 6-20=-12571726. 6-7=-1187/776
BOT CHORD 1-12=-9/287, 11-12=-1128/1907, 10-11=-1131/1898, 9-10=-886/1559, 9-21=-886/1559,
B-21=-886/1559
WEBS 3-10=-411/291, 4-1 0=-1 23/473. 4-8=-387/219, 5-8=-569/521, 6-8=-919/1582,
3-12=-1950/1108, 2-12=-443/494
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 13-8-0, Exterior(2R)
13-8-0 to 22-8-10, Interior(1) 22-8-10 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 629 lb uplift at joint 7 and 782 lb uplift at
joint 12.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
y
spec
J42952
C07
Roof Special
1
1
Job Reference (optional)
cast U a L cuss, rL rierce, M 19UgU Hun: e.4Zu a Mar 4 ZUZI NnnC e.42U S Mar 4 ZUZ1 MI I eK Ineusnles, Inc. rn Nov1 e 1Z:1 o:42 2UZ1 rage 1
ID: x3kvarrGJNWRWBHHpMyzl QyNB81-dgOZ6csia4lgsel i5L6z7ExTICpKBpyeGVOBJZyFle37
12-0-0 12 4-0 28-0-0
12-0.0 0-4-0 15-8-0
5x16 =
5x8 =
Scale = 1:49.1
Dead Load Defl. =1/8 in
3x4 11
3x4 =
5x5 = 3x4 = 3x4 = 3x4 = 5x5 =
1x4 II
1368#/-793#
Plate Offsets (X Y)— [3:0-1-8,0-2-0] [4:0-8-0 0-2-0] [6:0-4-0 0-3-4] [8:0-2-8 0-3-0]
[13:0-2-4 0-2-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in (loc) I/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) -0.15 12-13 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.85
Vert(CT) -0.31 12-13 >986 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.73
Horz(CT) 0.06 8 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 156 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
SOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3 *Except* WEBS
W1: 2x6 SP No.3
REACTIONS. (lb/size) 8=1139/Mechanical, 13=1368/0-8-0 (min. 0-1-10)
Max Horz 13=299(LC 12)
Max UpliftB=-619(LC 12), 13=-793(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-485/61, 2-17=-339/67, 3-17=-328/65, 3-4=-1616/1019, 4-5=-1368/950,
5-18=-1348/911, 6-18=-1348/911
BOT CHORD 1-13=-24/446, 12-13=-1175/1480, 11-12=-1037/1431, 10-11=-1036/1425,
9-10=-1036/1425,8-9=-910/1340
WEBS 4-12=-120/521, 5-11=-353/158, 6-9=-28/385, 6-8=-1555/1056, 3-13=-1682/1441,
2-13=-253/364
Structural wood sheathing directly applied, except end verticals
Rigid ceiling directly applied.
1 Row at midpt 5-9, 6-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation Quide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-2-15, Interior(1) 6-2-15 to 12-0-0, Extedor(2E)
12-0-0 to 12-4-0, Interior(1) 12-4-0 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 8 and 793 lb uplift at
joint 13.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Qty
Ply
Spec
J42952
C08
Roof $pedal
1
1
Job Reference (optional)
-•--• •--�-• ���•� Run: o.gtu s mar q eun rnnc o.4,du s mar 4 zut i mu UK In005ales, inc. rn Nov is iz:10:44zun ra a i
ID:x3kvarrGJNWRWBHHpMyzlQyNB81-61axKytKLOQXUocuf2dCXSUgecDjwEboU91hsOy e3_
1240-0 14-4-0 28-0-0
12-0-0 2-4-0 13-8-0
Scale = 1:49.1
Dead Load Deb. =118 in
4x6 =
3x4 =
5x5 = 3x4 = 3x4 = 3x10 = 3x6 II
3x4 =
1368#/-802#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.61
BC 0.58
WB 0.77
Matrix -AS
DEFL. in
Vert(LL) 0.12
Vert(CT) -0.19
Horz(CT) 0.05
(loc) I/deft L/d
10 >999 240
9-10 >999 180
8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 154 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt 7-9
W1: 2x6 SP N0.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 8=1139/Mechanical, 13=1368/0-8-0 (min. 0-1-10)
Max Horz 13=248(LC 12)
Max Uplift8=-61O(LC 12), 13=-802(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-434/137, 2-17=-305/139, 3-17=-293/156, 3-4=-1622/1091, 4-5=-2007/1380,
5-1 8=-1 473/988, 6-18=-1473/988, 6-7=-1473/988, 7-8=-1073/782
BOT CHORD 1-13=-89/408, 12-13=-1138/1494, 11-12=-989/1357, 10-11=-989/1357, 9-10=-1235/1802
WEBS 4-10=-611/1080, 5-10=-840/581, 5-9=-402/288, 6-9=-540/489, 7-9=-1122/1675,
3-13=-1790/1422, 2-13=-251/323
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-2-12, Interior(1) 6-2-12 to 12-0-0, Exterior(2E)
12-0-0 to 14-4-0, Interior(1) 14-4-0 to 27-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 610 lb uplift at joint 8 and 802 lb uplift at
joint 13.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
russ ype
y
yTS.,eic
Truss
ATTIC
3
Reference (optional)
East Goasi i russ, rt. tierce, rL Jaa46 Run: 8.420 s Mar 4 2021 Print: 8.420 s Mar 4 2021 MITek Industries, Inc. Fri Nov 1912:15:44 2021 Page 1
ID:x3kvaITGJNWRWBHHpMyzl QyNB81-aD8KXluy61YO5xB4D18R4fOsy0XVfikxjpVFNSyHe2z
12-0.0 22-0-0
12-0-0 10-0-0
�1
4x6 =
3x4 = 3x4 =
A 6
5.00 F12 1x4 II / W4 21 1x4 II
a 1x4 I 7
19
3x6
20
22
' 13 12 11 10
14 3x6 = 44 = 4x4 = 4x4 =
3x4 = 3x6 11
Scale = 1:37:3
Dead Load Defl. = 3/16 in
46
8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.53 11-12 >442 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.72 11-12 >323 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Attic -0.39 11-12 252 360 Weight: 102 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied.
B2: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 'Except* be installed during truss erection, in accordance with Stabilizer
W1,W7: 2x6 SP No.3 Installation guide.
REACTIONS. (lb/size) 14=113910-8-0 (min. 0-1-9), 9=903/0-8-0 (min. 0-1-8)
Max Harz 14=-215(LC 10)
Max Upliftl4=-655(LC 12), 9=-420(LC 12)
Max Grav14=1310(LC 18). 9=1137(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-362/115, 2-19=-1664/750, 19-20=-1570/750, 3-20=-1552/756, 3-4=-1434/830,
4-5=-222/649, 5-6=-215/653, 6-21 =-1 369/838, 7-21 =-1 428/826, 7-22=-1551/778,
8-22=-1666/772, 8-9=-10921608
BOT CHORD 1-14=-63/304, 13-14=-275/452, 12-13=-275/452, 11-12=-592/1465, 10-11=-333/460,
9-10=-333/460
WEBS 3-12=-34/358, 7-11=-9/367, 4-15=-2104/1150, 6-15=-2104/1150, 2-12=-820/1518,
2-14=-1369/1061, 8-11=-297/1308
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 12-0-0, Exterior(21R)
12-0-0 to 18-4-13, Interior(1) 18-4-13 to 21-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-15, 6-15
7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-12
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 lb uplift at joint 14 and 420 lb uplift
at joint 9.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
Job
Truss
rusS ype
y
y
sped
J42952
C10
HIp
1
1
Job Reference (optional)
Ca5{ wall i toss, n. rlerCR, t'L J4a4o KUn: tl.4ZU S Mar 4 ZUZ1 YrInt C.4ZU S Mar 4 ZU21 MI I ex InauslneS, Inc. hn Nov 1u 1"C:1 D:4D ZUZI Y8 B 7
ID:x3kvaITGJNWRWBHHpMyzlQyNB81-2Piikeuat?gEj5mHmTfgctZ4WQuyOBTSyTEovuy e2y
11-0-0 13-0-0 22-0-0
~ 11-0-0 2T 0.00 i 9-0-0
48 =
4x4 =
Scale = 1:37.6
Dead Load DeB. = 1/8 in
3x4 = 3x4 = sxu = 5x5 =
1097#/-680#
22-M
862#/-445#
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.33
Vert(LL)
-0.14
8-9
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.66 ,
Vert(CT)
-0.28
8-9
>829
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.62
Horz(CT)
0.03
8
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 121 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
MiTek recommends that Stabilizers and required cross bracing
W1,W7: 2x6 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=1097/0-8-0 (min. 0-1-8), 8=86210-8-0 (min. 0-1-8)
Max Horz 12=-196(LC 10)
Max Upliftl2=-680(LC 12), 8=-445(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-454/41, 2-16=-449/51, 2-3=-286169, 3-4=-1044/766, 4-5=-920/770,
5-17=-992/780, 6-17=-10551772, 6-7=-326/193, 7-8=-278/229
BOT CHORD 1-18=-9/414, 12-18=-9/414, 11-12=-658/1078, 10-11=-490/916, 9-10=-490/916,
8-9=-733/1054
WEBS 6-9=-250/314, 3-12=-1184/1090, 2-12=-292/422, 6-8=-982/752
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-8-5, Interior(1) 6-8-5 to 11-0-0, Exterior(2E)
11-0-0 to 21-9-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 lb uplift at joint 12 and 445 lb uplift
at joint 8.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
o
rubs
Truss Type
y
y
Spec
J42952
C11
Hip
1
1
Job Reference (optional)
cast t.,uast i rubs, rt. rierce, M 44940 Run: 6.420 s Mar 4 2021 Pnnt: 8.420 a Mar 4 2021 Mlrex IndUslnes, Inc. rn Nov 19 12:1 b:45 2021 Pa e 1
ID:x3kvaFrGJNWRWBHHpMyzlQyNB81-WbG4y_vCeJo5LFLTKAAv946EgpHE7jvEB7_LSL;a e2x
9-0-0 15-0-0 24-0-0
9-0.0 6-0-0 9-0-0
4x8 =
06 =
Scale = 1:40.9
3x4 = 3x6 = 3x4 = :3x4 = Us = am =
3x8 =
1088#/-564#
1088#/-564#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.43
BC 0.40
WB 0.29
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/deft L/d
-0.05 12-13 >999 240
-0.10 12-13 >999 180
0.03 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 120 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except`
MiTek recommends that Stabilizers and required cross bracing
W1: 2x6 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=1080/0-8-0 (min. 0-1-8), 9=1080/0-8-0 (min. 0-1-8)
Max Horz 13=-177(LC 10)
Max Upliftl3=-564(LC 12), 9=-564(LC 12)
Max Gravl3=1088(LC 17), 9=1088(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-20=-1122/800, 4-20=-1018/808, 4-5=-990/812, 5-21=-1018/808, 6-21=-1122/799
BOT CHORD 12-13=-523/881, 11-12=-537/1003, 10-11=-537/1003, 9-10=-5081799
WEBS 3-12=-93/263, 6-10=-93/263, 3-13=-1185/872, 6-9=-1186/872
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=1o8ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 64-13, Interior(1) 6-4-13 to 9-0-0, Extedor(2E)
9-0-0 to 24-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 lb uplift at joint 13 and 564 lb uplift
at joint 9.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
.-Job
Truss
Truss Type
Qty
ply
Spec
J42952
C12G
Hip Girder
1
1
Job Reference (optional)
East Ooast truss, Ft. Pierce, FL 34946
Run: 8.420 s Mar 4 2021 Print: 8.420 s Mar 4 2021
ID:x3kvarrGJNWRWBHHpMyz1 QyNBBI-_op
•0
rY4iF7ClI'{rY41
Scale = 1.40.9
3x4 =
3x6 II 4x4 = US = axq — 4x4 = 3x6 II "'
1552#/-964#
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
TCDL 15.0
Lumber DOL 1.25
BC 0.45
BCLL 0.0
Rep Stress lncr NO
WB 0.56
BCDL 10.0
Code FBC2020fTP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 `Except*
W1: 2x6 SP No.3
REACTIONS. (lb/size) 13=1181/0-8-0 (min. 0-1-13), 8=1195/0-8-0 (min. 0-1-13)
Max Horz 13=-138(LC 30)
Max Upliftl3=-964(LC 8), 8=-854(LC 8)
Max Gravl3=1552(LC 36), 8=1556(LC 37)
1556#/-854#
DEFL. in
(loc) I/deft Ud
PLATES GRIP
Vert(LL) 0.10
11 >999 240
MT20 244/190
Vert(CT) -0.15
9-11 >999 180
Horz(CT) 0.03
8 n/a n/a
Weight: 118 Ib FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-3-13 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2058/1080, 3-20=-2469/1432, 20-21=-2469/1432, 21-22=-2469/1432,
4-22=-2469/1432, 4-23=-2469/1432, 23-24=-2469/1432, 24-25=-2469/1432,
5-25=-2469/1432, 5-6=-2064/1111
BOT CHORD 12-26=-903/1906, 26-27=-903/1906, 11-27=-903/1906, 11-28=-887/1632,
10-28=-887/1832, 10-29=-887/1832, 9-29=-887/1832
WEBS 2-12=-1011/1870, 3-12=-253/186, 3-11=-496/807, 4-11=-596/497, 5-11=-464/796,
5-9=-255/162, 6-9=-999/1883, 2-13=-1488/929, 6-8=-1491/869
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 964 lb uplift at joint 13 and 854 lb uplift
at joint 8.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 lb down and 148 lb up at
7-0-0, 180 lb down and 137 lb up at 9-0-12. 180 lb down and 137 lb up at 11-0.12, 180 lb down and 137 lb up at 12-11-4, and 180
lb down and 137 lb up at 14-11-4, and 259 lb down and 269 lb up at 17-0-0 on top chord, and 343 lb down and 153 lb up at 7-0-0,
46 lb down at 9-0-12, 46 lb down at 11-0-12, 46 lb down at 12-11-4, and 46 lb down at 14-11-4, and 343 lb down and 153 lb up at
16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
Job
russ
Truss Type
Qty
Ply
Spec
J42952
C12G
Hip Girder
1
1
Job Reference (optional)
Ca5l UW51 IrU55, M rlerce, t-L 44e40
Nun: 6.42U S Mar 4 ZU21 Pnnt: 9.4ZU s Mar 41021 MI I eK inaustnes, Inc. 1-n Nov 1 a U:10:41 ZUz1 rage 2
ID:x3kvarrGJNWRWBHHpMyz1 QyNB81-_opS9KwgOdwyyPwfuul8ileMKDcfs6sOPnJv_nyHe2w
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-5=-70, 5-7=-70, 14-17=-20
Concentrated Loads (lb)
Vert: 3=-53(B) 5=-81(B) 12=89(B) 9=89(B) 21=-53(B) 22=-53(B) 23=-53(B) 24=-53(B) 26=-11(B) 27=-11(B) 28=-11(B) 29=-11(B)
Job
I ruse
Truss Type
Qty
ply
Spec
J42952
001
Monopitrh
3
1
Job Reference (optional)
call I UGSI I Iubu, rl. MerW, M J4740
KUM 0.4ZU 5 Mar 4 ZUZI Ynnt 0.4ZU s Mar 4 ZUZI MI i eK inaustnes, Inc, rn NOV le l Z:10:40 ZUZI Ya e 7
ID:x3kvaITGJNWRWBHHpMyzlQyNB81-S_NgNfxS9w3paZVsSbDNEVBZedvvbYkXeRTSWDy e2v
3x4 = 768#/--456# JnY 1x4 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.46
Vert(LL) 0.15
6-7
>971
240
TCDL 15.0
Lumber DOL
1.25
BC 0.64
Vert(CT) 0.14
6-7
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.58
Horz(CT) -0.02
6
n/a
n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3 *Except*
W5,W1: 2x6 SP No.3
REACTIONS. (lb/size) 6=517/0-8-0 (min. 0-1-8), 9=768/0-8-0 (min. 0-1-8)
Max Horz 9=365(LC 12)
Max Uplift6=-505(LC 9), 9=-456(LC 9)
Max Grav6=606(LC 17), 9=768(LC 1)
Scale = 1:37.7
6064-'&§
PLATES GRIP
MT20 244/190
Weight: 84 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-209/270
BOT CHORD 9-15=-1379/606, 8-15=-1379/606, 8-16=-1379/606, 7-16=-1379/606, 6-7=-1373/605
WEBS 4-7=-810/252, 4-6=-666/1503, 4-9=-605/1048, 2-9=-413/539
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=6ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 14-3-4 zone;
cantilever left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 505 lb uplift at joint 6 and 456 lb uplift at
joint 9.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
oTruss
s ype
y
ySpec
D02
TH',UIfSHIP
1
1
Job Reference (optional)
3x4 = 768#/-468#
nun: o.,mu s mar n zuzn rnnc a.nzu s mar n zun mi i eK mausmes, inc. rn rvov is 1 z:ia:ae zun ragge i
ID:x3kvarrGJNWRWBHHpMyz1 QyNB81-wAxDa7x5wEBgg427Jkcnjkmj1 HkKzrgt5C72fyHe2u
13-0-0 14 6-0
13-0-0 1 N2
JX4 -
1x4 II
48 = 2x4 II Scale = 1:36.3
Jzti —5y�q�
'J UT514#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.38
BC 0.54
WB 0.72
Matrix -AS
DEFL. in
Vert(LL) 0.12
Vert(CT) 0.12
Horz(CT) -0.02
(loc) I/deft Ud
8-9 >999 240
8-9 >999 180
7 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except"
MiTek recommends that Stabilizers and required cross bracing
W7,W1: 2x6 SP No.3
be installed during truss erection, in accordance with Stabilizer
OTHERS 2x4 SP No.3
Installation guide.
REACTIONS. (lb/size) 7=51710-8-0 (min. 0-1-8), 11=768/0-8-0 (min. 0-1-8)
Max Horz 11=333(LC 12)
Max Uplift7=-514(LC 9), 11=-468(LC 9)
Max Grav7=580(LC 17), 11=768(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-210/265
BOT CHORD 11-17=-1498/623, 17-18=-1498/623, 10-18=-1498/623, 9-10=-1498/623, 8-9=-1492/622,
7-8=-372/147
WEBS 4-9=-762/224, 4-8=-563/1341, 5-8=-1257/353, 5-7=-616/1551, 4-11=-664/1249,
2-11=-372/508
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 13-0-0, Exterior(2E)
13-0-0 to 14-3-4 zone; cantilever left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 514 lb uplift at joint 7 and 468 lb uplift at
joint 11.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
o
cuss ype
y
y
SpecTr—USS
03
Half Hip
1
1
Job Reference (optional)
cam weal i iu-, rl, rmw, rL O9VgU tun: u.4zu S Mar 4 zuzl enne 0.42.0 S Mar 4 zuzl MII eK MOUSMS, Inc, rn NOV 1a Iz:I=)U zuzl rage 1
ID:x3kvarrGJNWRWBHHpMyzl QyNB81-ONVboLyjhYJXpteEZOFrJwGyQRfD3Vdg5lyZb6yHe2t
11-0-0 14-6-0
11-0-0 3-6-0
4x8 = 2x4 11 Scale = 1:30.5
IA" 5x5 =
768#/-490# 544#/-525#
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.32
BC 0.40
WB 0.43
Matrix -AS
DEFL in
Vert(LL) 0.07
Vert(CT) 0.06
Horz(CT) -0.02
(loc) I/deft L/d
7-9 >999 240
7-9 >999 180
6 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 89 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
MiTek recommends that Stabilizers and required cross bracing
W7,W1: 2x6 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=517/0-8-0 (min. 0-1-8), 10=768/0-8-0 (min. 0-1-8)
Max Horz 10=282(LC 12)
Max Uplift6=-525(LC 9). 10=-490(LC 9)
Max Grav6=544(LC 17), 10=768(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-251/167, 3-4=-364/741
BOT CHORD 10-17=-1518/615, 9-17=-1518/615, 8-9=-1513/614, 7-8=-1513/614, 6-7=-792/311
WEBS 3-7=-374/903, 4-7=-1029/283, 4-6=-521/1325, 3-10=-714/1439, 2-10=-322/464,
3-9=-604/176
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Intedor(1) 6-4-13 to 11-0-0, Extedor(2E)
11-0-0 to 14-3-4 zone; cantilever left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 525 lb uplift at joint 6 and 490 lb uplift at
joint 10.
7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
ply
Spec
J42952
D04
Half Hip
1
1
Job Reference (optional)
c west uuss, R Pierce, FL ogago RUn: 6.420 s Mar 4 2021 PnnV. 5.420 S Mar 4 2021 MITeK Inaustnes, Inc. Fn NOV 19 12:15:51 2021 Page 1
ID:x3kvarrGJNWRWBHHpMyzl QyNB81-tZ3z9hzLSrRORODR7km4s8p6VgOFozczKPh67yyHe2s
9-0-0 14-6-0
9-0-0 5.6-0
48 = Scale = 1:26.9
3x4 II
768#/-077#
517#/-297#
2-0-0
14-6-0
2-0-0
12-6-0
Plate Offsets (X Y)— [3:0-1-12 0-2-0] [4:0-5-4,0-2-0], [6:0-2-4 0-2-12] [9:0-3-0 0-2-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in
(loc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.29
Vert(LL) -0.04
7-9 >999 240
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.35
Vert(CT) -0.08
7-9 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.38
Horz(CT) 0.01
6 n/a n/a
BCDL 10.0
Code FBC2020rrPI2014
Matrix -AS
Weight: 80 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except`
MiTek recommends that Stabilizers and required cross bracing
W6,W1: 2x6 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=51710-8-0 (min. 0-1-8), 9=768/0-8-0 (min. 0-1-8)
Max Horz 9=231(LC 12)
Max Uplift6=-297(LC 12), 9=-477(LC 12)
Max Grav6=517(LC 1), 9=768(LC 21)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-527/137, 2-3=-358/141, 3-13=-511/377, 4-13=-442/386
BOT CHORD 1-9=-91/499, 8-9=-537/550, 7-8=-537/550, 6-7=-428/460
WEBS 4-6=-521/473, 3-9=-683/815, 2-9=-248/434
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 6-4-13, Interior(1) 6-4-13 to 9-0-0, Extedor(2E)
9-0-0 to 14-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 6 and 477 lb uplift at
joint 9.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
russ Type
ty
y
Spec
J42952
D05G
Half Hip Girder
1
1
Job Reference (optional)
Cast Coast i russ, m. vierce, r•L M45 Run: 8.420 s Mar 4 2021 Print: 8.420 s Mar 4 2021 MITek Industries, Inc. Fri Nov 19 12:15:52 2021 Page 1
ID:x3kvarrGJNWRW13HHpMyzlQyNB81-LIdLC1 zD9ZF3AodhRHJPLMGVENCXRs7Z3Rgf_yHe2r
7-0-0 14-6-0
7-0-0 i 7-6-0 i
Scale = 1:25.2
2x4 II
1005#/-672#
874#/-728#
�— 2-0-0
1
14-6-0
2-0-0
12-6-0
Plate Offsets (X,Y)— [2:0-2-12,0-1-Jt [3:0-5-4,0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL)
0.04
9-10
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.24
Vert(CT)
-0.04
7-9
>999
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.32
Horz(CT)
0.01
6
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MS
Weight: 79 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except` BOT CHORD
W6,W1: 2x6 SP No.3
REACTIONS. (lb/size) 6=655/0-6-0 (min. 0-1-8), 10=816/0-8-0 (min. 0-1-6)
Max Horz10=180(LC 8)
Max Uplift6=-728(LC 5), 10=-672(LC 5)
Max Grav6=874(LC 36), 10=1005(LC 36)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1105/773, 3-14=-820/664, 4-14=-820/664, 4-15=-820/664, 15-16=-820/664,
5-16=-820/664, 5-6=-819/664
BOT CHORD 8-9=-751/988, 8-17=-751/988, 7-17=-751/988
WEBS 2-9=-589/945, 3-9=-168/259, 3-7=-257/135, 4-7=-427/358, 5-7=-834/1033,
2-10=-949/623
Structural wood sheathing directly applied or 5-4-1 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=106ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 728 lb uplift at joint 6 and 672 lb uplift at
joint 10.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 269 lb up at
7-0-0, 180 lb down and 137 lb up at 9-0-12, and 180 lb down and 137 lb up at 11-0-12, and 180 lb down and 137 lb up at 13-0-12
on top chord, and 449 lb down and 153 lb up at 7-0-0. 90 lb down at 9-0-12, and 90 lb down at 11-0-12, and 90 lb down at 13-0-12
on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
obITruss
Nss Type
y
y
Spec
r2952
D05G
Half Hip Girder
1
1
Job Reference(optional)
Kun: u.4ZU a mar 4 ZUzI vnnC ti,4zu s mar 4 "LUZI m11eK Inaustnes, Ine. Fn NOV 19 1Z:'W:bZ ZUZI Page Z
ID:x3kvarrGJNWRWBHHpMyz1 QyNB81-LIdLC1_zD9ZF3AodhRHJPLMGVENCXRs7Z3Rgf_yHe2r
LOAD CASE(S) Standard
1 j Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-5=-70, 6-11=-20
Concentrated Loads (lb)
Vert: 3=-81(F) 9=89(F) 14=-53(F) 15=-53(F) 16=-53(F) 17=-11(F) 18=-11(F) 19=-11(F)
Job
I toss
y
ySpec
J42952
MV2
7rusysype
2
1
Job Reference (optional)
Eabi Coam I N53, Ft. Pierce. FL S4e45
2x4
Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MITek Induslnes, Inc. Fri Nov 19 12:15:53 2021 Page 1
ID:x3kvalTGJNWR WBHHpMyzt QyNBBI-pyBjQN?b_Th6gKNpE8oYxZuVLemjGy5GpjADBRyHe2q
5.00 f12
Scale = 1:6.9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in (loc) I/defl
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 041#/-2
Vert(LL) n/a n/a 9
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) -0.00 2 n/a nla
BCDL 10.0
Code FBC20201TPI2014
Matrix-P
Weight: 5 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=57/2-0-0 (min. 0-1-8), 2=44/2-0-0 (min. 0-1-8), 3=13/2-0-0 (min. 0-1-8)
Max Horz 1=32(LC 12)
Max Upliftl=-23(LC 12), 2=-40(LC 12)
Max Grav1=61(LC 17), 2=52(LC 17), 3=25(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 2-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 2 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 23 lb uplift at joint 1 and 40 lb uplift at
joint 2.
LOAD CASE(S) Standard
Job
I russ
Truss Type
Qty
ply
Spec
J42952
MV4
Valley
2
1
Job Reference (optional)
truss, FL Fierce,
2x4
Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MiTek Industries, Inc. Fri Nov 1912:15:53 2021 Page 1
ID:x3kvaITGJN WRWBHHpMyzl QyNB8I-pyBjQN7b_Th6gKNpEBoYxZuOiekAGySGojADBRyHe2q
2x4 II
Scale=1:11.1
LOADING (psf)
SPACING- 2-0-0
CS'.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL) n/a n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.19
Vert(CT) n/a n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00 n/a n/a
BCDL 10.0
Code FBC2020ITPI:
Matrix-P
Weight: 13 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=141/4-0-0 (min. 0-1-8), 3=141/4-0-0 (min. 0-1-8)
Max Horz 1=80(LC 12)
Max Upliftl=-57(LC 12), 3=-90(LC 12)
Max Gravl=150(LC 17), 3=160(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=Bft;
Cat. Il; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 90 lb uplift at
joint 3.
LOAD CASE(S) Standard
Job
Truss
TrUSS Type
Qty
ply
Spec
J42952
MV6
Valley
2
1
Job Reference (optional)
East Coast Truss, Ft Pierce, FL 34946 Run: 8.420 s Mar 4 2021 Print: 8.420 s Mar 4 2021 MTek Industries, Inc. Fri Nov 1912:15:54 2021 Pa e 1
ID:x3kvarrGJNWRWBHHpMyzl QyNB81-H8k6dj7DlmpzlUy7osKnUmRcE25a9N2PONwmktyHe2p
6-0-0
6-0-0
2x4
1x4 If
2x4 11
3
2x4 II
Scale = 1:15.7
6-0-0
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.33
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.12 •
Vert(CT) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.15
Horz(CT) 0.00
n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-P
Weight: 21 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudins,
BOT CHORD 2x4 SP No.3
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=69/6-0-0 (min. 0-1-8), 4=102/6-0-0 (min. 0-1-8), 5=291/6-0-0
(min. 0-1-8)
Max Horz1=131(LC 12)
Max Uplift4=-65(LC 12), 5=-186(LC 12)
Max Grav1=69(LC 1), 4=116(LC 17), 5=331(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-273/126
WEBS 2-5=-306/495
NOTES-
1)Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 4 and 186 lb uplift at
joint 5.
LOAD CASE(S) Standard
Truss
Truss Type
Iy
ply
Spec
J42952
MV8
Valley
1
1
Job Reference (optional)
East Coast Truss, Ft Pierce, Fl- 34946
Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MiTek Industries, Inc. Fri Nov 1912:15:55 2021 Page 1
ID:x3kvaITGJNWRWBHHpMyzl QyNB81-IKIUr3OsW4xgweXCMZr00_kISPCkgjZFIfKGJyHe2o
2x4 11 Scale = 1:20.2
3
5 4
2x4 i� 1x4 II 2x4 II
r
8-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) 1/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL) n/a
- n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.22
Vert(CT) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.18
Horz(CT) 0.00
n/a n/a
BCDL 10.0
Code FBC20201TPI2014
Matrix-P
Weight: 29 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=10318-0-0 (min. 0-1-8), 4=136/8-0-0 (min. 0-1-8), 5=403/8-0-0 (min. 0-1-8)
Max Horz 1=182(LC 12)
Max Uplift4=-87(LC 12), 5=-258(LC 12)
Max Grav1=103(LC 1), 4=155(LC 17), 5=459(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-341/156
WEBS 2-5=-389/619
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3,Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-8-12 to 7-1-9, Interior(1) 7-1-9 to 7-10-4 zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 4 and 258 lb uplift at
joint 5.
LOAD CASE(S) Standard
�To� —
fuss
Truss Type
Qty
Spec
J42952
ZCJ1
Jack -Open
12
1Ply
1
Job Reference (optional) _
Call 1A851 I fuss, r [. VlerCe, f L J4V40 Hun: 1"lu a mar 41u21 runt H.42u S mar 4 Zu21 ml f eK Inauelrtee, InC. i-n NOV IV 12:10:00 ZUZI Ya e 1
ID:x3kvarrGJNWRWBHHpMyzlOyNB81-DXss2P1UHO3hXo6OwHMFZBW0Orki'Jq[UhPtomy e2n
0-11.4
0-11-4
N
L C6b
2x4 =
Scale = 1:6.4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.09
Vert(LL)
-0.00 6
n/r
120
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.27
Vert(CT)
-0.00 6
n/r
120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC20201TPI2014
Matrix -MP
Weight: 3 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 2=-O/Mechanical, 3=83/Mechanical
Max Horz2=92(LC 1). 3=104(LC 12)
Max Uplift3=-84(LC 12)
Max Grav3=83(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown,
BOT CHORD 1-3=-92/321
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3.
LOAD CASE(S) Standard
russ
russ ype
y
y
Spec
2952
rJ1
ZCJ3
Jack -Open
12
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL 34946
Run: 6.420 S Mar 4 2021 Print UAZU S Mar 4 2U 1 MI I OK Inciustries, NC. rn rvov 19 7 [a a:D! 4U4 1 rage 1
ID:x3kvarrGJN WRWBHHpMyzl QyNB81-hjQEGk262hBX9xhaT_tU6P37aF76CjzslLBRKCyHe2m
Oxo
Scale = 1:10.6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.83
Vert(LL)
0.00
5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.64
Vert(CT)
0.00
5
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.20
Horz(CT)
0.05
3
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
Weight: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x6 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=-193/Mechanical, 4=-235/Mechanical, 5=687/0-8-0 (min. 0-1-8)
Max Horz 5=74(LC 12)
Max Uplift3=-193(LC 1), 4=-235(LC 1), 5=-597(LC 12)
Max Grav3=156(LC 12), 4=203(LC 12), 5=687(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-5=-347/920
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 3, 235 lb uplift at
joint 4 and 597 lb uplift at joint 5.
LOAD CASE(S) Standard
Job
toss
Truss Type
Qty
Ply
J42952
ZCJ5
Jack -Open
12
1
JSpec
Job Reference o tional
test coast truss, rc I-ierce, rL s4V4U
2x4 II
Run: 8.420 s Mar 4 2021 Print 8.420 s Mar 4 2021 MTek industries, Inc. Fri Nov 19 12:15:57 2021 Page 1
ID:x3kvarrGJNWRWBHHpMyzIQyNB81-hjQEGk262hBX9xhaT tU6P3?ZFzVCkgsiLORKCyHe2m
Scale = 1:14.8
2.0-0
M
4-11-4
2-11-4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.83
Vert(LL)
-0.02 4-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.74
Vert(CT)
-0.02 4-5
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.14
Horz(CT)
0.06 3
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
WEBS 2x6 SP No.3
REACTIONS. (lb/size) 3=35/Mechanical, 4=-17/Mechanical, 5=421/0-8-0 (min. 0-1-8)
Max Horz 5=125(LC 12)
Max Uplift3=-48(LC 9), 4=-17(LC 1), 5=-318(LC 12)
Max Grav3=68(LC 17), 4=30(LC 12), 5=421(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-299/112
BOT CHORD 1-5=-116/288
WEBS 2-5=-276/667
Structural wood sheathing directly applied
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=Bft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3, 17 lb uplift at joint 4
and 318 lb uplift at joint 5.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
TrussI
russ ype
y
y
spec
J42952
ZEJ7
Jack -Open
30
1
Job Reference (optional)
easi coast truss, rt. rierce, r•t. Jnaae
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.96
TCDL
15.0
Lumber DOL
1.25
BC 0.37
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.18
BCDL
10.0
Code FBC2020lrP12014
Matrix -AS
run: tl.9zU a mar 4 zuzl vnnc m4zu s mar 4 LUzl ml I eK rnnUSnBS, mu. rn mov m — i u;zv —, ra e 1
ID:x3kvarrGJNWRWBHHpMyzlQyNB81-e6Y7gQ3MaJRFOFgzbPvyBg8K73kjger9AfdXP4y e2k
DEFL in (loc) I/deft L/d PLATES GRIP
Vert(LL) -0.03 4-5 >999 240 MT20 244/190
Vert(CT) -0.04 4-5 >999 180
Horz(CT) 0.05 3 n/a n/a
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
WEBS 2x6 SP No.3
REACTIONS. (lb/size) 3=123/Mechanical, 4=31/Mechanical, 5=470/0-8-0 (min. 0-1-8)
Max Horz 5=177(LC 12)
Max Uplift3=-121(LC 12), 5=-318(LC 12)
Max Grav3=162(LC 17), 4=69(LC 3), 5=470(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-429/164
BOT CHORD 1-5=-149/378
WEBS 2-5=-375/809
Scale = 1:19.8
Weight: 24 lb FT = 20%
Structural wood sheathing directly applied
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-4-13, Intedor(1) 6-4-13 to 6-11-4 zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 3 and 318 lb uplift at
joint 5.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
ply
Spec
J42952
ZEJ7T
Jack -Open
4
1
Job Reference (optional)
East (;cast I rues, Ft Pierce, FL 34946
2x4 II
Run: 6.420 s Mar 4 2021 Pnnt 9.420 s Mar 4 2U21 MI I eK Inaustnes, Inc. Fn NOV 1 U 1Z:1tl:UU NGl Page 1
ID:x3kvaITGJN WRWBHHpMyz1 QyNB81-616Num4_KcZ60PP997RBjl hYDT5TP5EIPJN5xXyHe2j
Scale = 1:19.8
2-0.0
5-2-0
7-0-0
2-0-0
3-2-0
1-10-0
Plate Offsets (X,Y)— [2:0-0-12 0-1-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) 0.08
6 >703 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.28
Vert(CT) -0.10
7 >533 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.17
Horz(CT) 0.04
4 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 30 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
MiTek recommends that Stabilizers and required cross bracing
W1: 2x6 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=135/Mechanical, 5=19/Mechanical, 8=470/0-8-0 (min.
0-1-8)
Max Horz 8=177(LC 12)
Max Uplift4=-117(LC 12), 8=-318(LC 12)
Max Grav4=188(LC 17), 5=38(LC 3), 8=470(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-594/187
BOT CHORD 1-8=-128/570
WEBS 2-8=404/769
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 64-13, Interior(1) 6-4-13 to 6-11-4 zone;
cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4 and 318 lb uplift at
joint 8.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Spec
J42952
ZHJ7
Diagonal Hip Girder
5
Iply
1
Job Reference (optional)
east -,oast (fuss, m. merce, t-L 6484b
Run: 8.420 S Mar 4 2021 Print 8.420 S Mar 4 ZU21 MneK Intlustnes, Inc. t-n NOV 19 1Z:16:U1 2UZ1 Page 1
ID:x3kvaITGJNWRWBHHpMyz1 QyNB81-aUgl565c5whzeZ—MigyQGFDfOsMl8WkRdz6eTzyHe21
US = 3x4 =
Scale = 1:18.9
I 2.9-9 9-10-1
2-9-9 10519F869# 7-0-8
Plate Offsets (X,Y)— [7:0-2-4,0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.97
Vert(LL) -0.19 6-7 >400 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.62
Vert(CT) -0.19 6-7 >397 180
BCLL 0.0
Rep Stress Incr NO
WB 0.21
Horz(CT) -0.00 4 n/a n/a
BCDL 10.0
Code FBC2020frP12014
Matrix -MS
Weight: 43 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W1: 2x8 SP No.3
BRACING -
TOP CHORD
BOT CHORD
REACTIONS. (lb/size) 4=114/Mechanical, 7=254/0-11-5 (min. 0-1-8), 6=-52/Mechanical
Max Horz7=177(LC 8)
Max Uplift4=-78(LC 8), 7=-869(LC 8), 6=-138(LC 17)
Max Grav4=127(LC 17), 7=1051(LC 31), 6=292(LC 26)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-603/863, 2-11=-623/931, 3-11=-490/808
BOT CHORD 1-13=-796/602, 7-13=-796/602, 7-14=-185/313, 14-15=-185/313, 6-15=-185/313
WEBS 2-7=-286/264, 3-7=-746/384, 3.6=-363/214
Structural wood sheathing directly applied or 6-0-0 oc pudins.
Rigid ceiling directly applied or 5-5-3 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 4, 869 lb uplift at joint
7 and 138 lb uplift at joint 6.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 292 lb up at
4-2-15, 231 lb down and 292 lb up at 4-2-15, and 138 lb down and 71 lb up at 7-0-14, and 138 lb down and 71 lb up at 7-0-14 on
top chord, and 55 lb down and 98 lb up at 1-4-15, 55 lb down and 98 lb up at 1-4-15, 205 lb down and 263 lb up at 4-2-16, 205 lb
down and 263 lb up at 4-2-15, and 30 lb down and 46 lb up at 7-0-14, and 30 lb down and 46 lb up at 7-0-14 on bottom chord.
The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 5-8=-20
Continued on page 2
o Truss
—Truss
Type
Qty
ply
Spec
J42952
ZHJ7
Diagonal Hip Girder
Job Reference (optional)
Cast coast IfUSe, VL merce, t-L MVft
Hun: 6.42U S Mar 4 zU21 Print U.4zu s Mar 4 zuzl mi I eK inausines, Inc. rn Nov l e u;IO:u1 LUzi rage z
ID:x3kvaITGJNWRW13HHpMy7lQyNB81-aUgl565c5whzeZ MIgyQGFDfOsMIBWkRdz6eTzyHe2i
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 11=298(F=149, B=149) 13=-110(F=-55, B=-55) 14=319(F=159, B=159) 15=58(F=29, B=29)
Job
russ
Truss Type
Qty
ply
Spec
J42952
ZHJ7T
Diagonal Hip Girder
1
1
Job Reference (optional)
Cast Uuast I rUss, M merce, rL 34e46 Kun: OAZU s mar 4 ZUZI rnnC m4zu s mar 4 euz i ml I arc InOnslnHs, it rll im— - ic. w.ut cuc, ra o i
ID:x3kvarTGJNWRWBHHpMyzlQyNBBI-2gD7JS6FsEpgG)ZYGXTfpSms3GhxtyGbsdsBOPy e2h
9-10-1 _
9-10-1
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
NO
BCDL
10.0
Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
132: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
W1: 2x8 SP No.3
Scale = 1:18.9
M
N
N
US =
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TC 0.85
Vert(LL)
-0.05
9-10
>999
240
MT20 244/190
BC 0.66
Vert(CT)
0.04
9-10
>999
180
WB 0.26
Horz(CT)
0.02
6
n/a
n/a
Matrix -MS
Weight: 49 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 54-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
6-0-0 oc bracing: 7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=96/Mechanical, 6=-27/Mechanical, 10=261/0-11-5 (min. 0-1-8)
Max Horz 10=177(LC 8)
Max Uplift4=-76(LC 8), 6=-105(LC 17), 10=-867(LC 8)
Max Grav4=101(LC 28), 6=292(LC 26), 10=1056(LC 31)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-444/695, 2-14=-943/662, 3-14=-810/542
BOT CHORD 1-16=-645/464, 10-16=-645/464, 3-7=-342/249, 7-18=-422/836, 6-18=-422/836
WEBS 3-6=-873/441, 2-10=-596/437, 2-7=-518/870, 7-10=-575/303
NOTES-
1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=Bft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4, 105 lb uplift at joint
6 and 867 lb uplift at joint 10.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 292 lb up at
4-2-15, 231 lb down and 292 lb up at 4-2-15, and 138 lb down and 71 lb up at 7-0-14, and 138 lb down and 71 lb up at 7-0-14 on
top chord, and 55 lb down and 98 lb up at 1-4-15, 55 lb down and 98 lb up at 1-4-15, 205 lb down and 263 lb up at 4-2-15, 205 lb
down and 263 lb up at 4-2-15, and 30 lb down and 46 lb up at 7-2-2, and 30 lb down and 46 lb up at 7-2-2 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 9-11=-20, 8-9=-20, 5-7=-20
Continued on page 2
Job
I ruse
Truss Type
y
Ply
Spec
J42952
ZHJ7T
Diagonal Hip Girder
1
1
Job Reference (optional)
east coast i rues, m. tierce, rL M4ti
Run: 8.420 s Mar 4 2021 Print: 8.420 s Mar 4 2021 MiTek Industries, Inc. Fri Nov 19 12:16:02 21121 Page 2
ID:x3kvarTGJNWRWBHHpMyz1 QyNB81-2gD7JS6FsEpgGJZYGXTfpSms3GhxtyGbsdsBOPyHe2h
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 8=58(F=29, B=29)14=298(F=149, B=149) 16=-110(F=-55, B=-55)17=319(F=159, B=159)
Job
Truss
Truss Type
Qty
y
Spec
J42952
ZM8
Monopitch
3
1
Job Reference (optional)
East Coast Truss, FL Pierce, FL 34946 Run: 6.420 S Mar 4 2021 Print 6.4ZU S Mar 4 ZUZ1 MI I OK Inouslnes, Inc. Fn Nov 1 a i 2:16:63 2 r'a e i
Ip:x3kvaITGJNWRWBHHpMyzlQyNB81-WtnVWo6tdXxhts8kgF_uLgJ15gy7cRTk5HbIYsy egg
8-2-0
820 - -
2x4 11
2x4 11 2x4 11
Scale = 1:23.3
2 0-0
2-0-0
506#/-327#
i
8-2-0
6-2-0
265#/-239#
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL
in
(loc) I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.90
Vert(LL)
0.26
4-5 >261
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.98
Vert(CT)
0.25
4-5 >272
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.13
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 35 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x6 SP N0.3
REACTIONS. (lb/size) 4=208/0-8-0 (min. 0-1-8), 5=506/0-8-0 (min. 0-1-8)
Max Horz 5=203(LC 12)
Max Uplift4=-239(LC 9), 5=-327(LC 12)
Max Grav4=265(LC 17), 5=506(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-389/187, 2-9=-385/205, 3-4=-212/368
BOT CHORD 1-11=-159/400, 5-11=-159/400
WEBS 2-5=-488/621
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 64-13, Interior(1) 64-13 to 7-114 zone;
cantilever left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 4 and 327 lb uplift at
joint 5.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard