HomeMy WebLinkAboutTRUSS PAPERWORK.�l
RE: 1550192-PSLP-5808 -
Site Information 667e904 Parke East Blvd.
Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: CHAPIN Modpa, FL33610-4i35,
Lot/Block: Subdivision: �C:q BY y
Address: 5808 CLYDESDALE LANE s j,
City: PORT SAINT LUCIE State: FL G COUnfy
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 77 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 IS 15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal#
Truss Name
Date
No.
Seal#
Truss Name I
Date
1 IT152128681AUl
10/1/18
18
T15212885
002 1
10/1/18
12 I
T15212869
I A02
1 10/1/18 119
I T152128861
CO3 110/l/18
1
13 IT1
5212870
1 A03
1 10/1/18 120
IT152128871
C04 110/1/18
1
4
T15212871
A04
10/1/18
21
T15212888
C05
1 10/l/18
5
IT15212872
A05
10/1/18
22
T15212889
C06
I 10/l/18
6
115212873
A06
10/1/18
23
T15212890
C07
10/1/18
7
T15212874
A07
10/l/18
24
T15212891
CJi
10/l/18
18
I T15212875
A08
1 10/1/18
125
I T152128921
2J3
110/1/18
19
I T152128761
A09
10/1/18
126
T152128931
CJ4
10/1/18 1
10
IT15212877
A10
10/1/18
27
1 T15212894
CJ5
10/1/18
11
T15212878
All
10/1/18
28
T15212895
CJ11
10/1/18
12
T15212879
601
10/1/18
29
T15212896
CJ31
10/1/18
13
T15212880
B02
10/1/18
130
IT15212897
1 CJ51
10/l/18
14
IT15212881
B03
10/1/18
131
IT15212898
D01
10/1118
15
T15212882
B04
10/1118
32
T15212899
D02
10/1/16
i6
T15212883
B05
10/l/18
33
T15212900
EJ1
10/l/18
17
T15212884
1 C01
10/l/18
134
1 T15212901
I E.I
110/1/18
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Builders FirstSource - Plant City.
Truss, Design Engineer's Name: Lee, Julius
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/rPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/rPl 1, Chapter 2.
RECEIVED
JAN 2 4 ?0i9
ST. Lucie County, Permitting
5,v1-Ius,LEF
No 3 8 i9 �=
�•l ST E OF
i
�4
iOc�41
S c4
Jullus Lee PE No.34869
Mrek USA, Inc. FL Can 6634
6904 Parke East Blvd. Tampa FL 33610
Daze:
Lee, Julius
October 1,2018
1 of 2
RE: 1550192-PSLP-5808 -
Site Information:
Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: CHAPIN Model:
Lot/Block: Subdivision:
Address: 5808 CLYDESDALE LANE
City: PORT SAINT LUCIE State: FL
No.
Seal#
Truss Name
Date
35
T15212902
EA
10/1/18
36
T15212903
EJ5
10/1/18
37 1
T15212904
EJ6
10/1/18
138 IT15212905
1
ER 1
1011/18 1
139 I
T152129061
EJ32
10/1/18
40
T15212907
EJ33
10/1/18 1
141 IT15212908
1
EJ34 110/1/18
1
142 I
T15212909 J
EJ61 1
10/1/18 1
148 IT15212910JEJ71
110/1/18
1
144 IT15212911
1
EJ72 1
10/1/18 I
145 1T152129121601
110/1/18
46 1
T1 52129131
G02
10/1/18 I
147 1
T15212914I
G03 1
10/1/18
48 1
T15212915 1
G04 1
10/1/18 I
49 I
T1521291' I
G05 110/1/18
I
50
T15212917
GO6
10/1/18
51 1
T15212918 1
G07
10/1/18
152 1
T1 5212919 1
G08
1 10/1/18 1
L3 1
T152129201
G09
1 10/1/18 1
154
1 T15212921
I G10
1 10/1/18 I
155
I T15212922 {
G11
10/1/18.1
156
IT15212923
G12
110/1/18 1
157
I T15212924
I HJ2
1 10/1/18 1
158
IT152 22925
HJ3
110/1/18
159
1 T1 5212926
1 HJ5
1 10/1/18 I
160
IT152129271H47
I10/1/18 I
161
IT152129281HJ71
10/1/18
162
I T15212929
I K01
1 10/1/18 1
163
1 T1 5212930
1 K02
110/1/18 1
164
1T152129311K03
10/1/18
65
T15212932
I K04
10/1/18
166
1T152129331K05
110/1/18 1
67
1 T15212934
1 K06
1 10/1/18
68
IT15212:351L01
110/1/18
69
T15212936
L02
10/1/18
129
L03
10/1/1870 I
5T1123M
10/1/18
72
I T15212939
1 M02
10/1/18 1
73
T15212940
M03
1011/18
74
T15212941
N01
10/1/18
75
IT152129421V0l
I10/1/18
76
1T152129431V02
10/1/18
77
1 T1 5212944
1 V03
10/1/18
2of2
650192-PSLP-5808
6.00 F12
46 = 5x8 =
Scale=1:61.3
4x6 = 314 = 3x6 = 3n8 = 3.4 = 3x4 = 3x4 = 3.6 II
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Gdp DOL 1.25
Lumber DOL 1.25
Rep Stress [nor YES
Code FBG2017/TPI2014
CSI.
TC 0.66
BC 0.83
We 0.69
Matrix-SH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in Qoc) Udell Ud
-0.16 14-16 >999 240
-0.3114-16 >999 180
0.07 10 n/a We
PLATES GRIP
MT20 244/190
Weight: 201 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 20 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-6-1 oc puffins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 5-0-3 oc bracing.
WEBS
1Row at midpt 7-14,8-13
REACTIONS. Qb/size) 2=1278/0-7-10, 10=1204/Mechanical
Max Horz 2=243(LC 12)
Max Uplift 2=-452(LC 12), 10=-375(LC 13)
FORCES. (Ib) - Max Cor lMax. Ten. -All forces 250 Qb) or less except when shown.
TOP CHORD 2-3=-2181/1441, 3-5-1988/1380, 5-6= 1373/1109, 6-7=-1168/1081, 7-8=
1316/1071,
B-9_ 1390/9B7, 9-10=-1146/880
BOT CHORD 2-16=-1334/1882, 14-16_ 1069/1547, 13-14=-601/1102, 11-13= 756/1185
WEBS 3-16=-244/332, 5-16=-176/453, 5-14=-556/587, 6-14=-252/368, 7-14=-167/290,
8-13=-180/257, 8-11=-270/336, 9-11=-767/1206
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsk h=15B; Cat. II; Exp C; Encl.,
GCpI=0i18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 16-10-8. Extedor(2) 16-10-8 to 28-11-5,
Intedor(i) 28-11-5 to 32-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MIN FRS for reactions shown;
Lumber,DOL=1.60 plate grip DOL=1.60
3) Provideadequate, drainage to prevent water pending.
4) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads.
5) ' This truss has been designed for a live Ioatl of 20.0par on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will lit between the bottom chord and any other members, with BCDL = 10.0ps1.
6) Refer to girder(s) for truss to truss connections.
7) Provide. mechanical connection (by others) or truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=452,10=375.
V1 jus
*• ylQ 34869.
A*
Julius Lee PE No.34869
MtTek USA, Inc. R. Ger16634
6904 Parke East Blvd. Tampa R.33610
Date:
October 1,201;
0 WARMNG-Verily Rnslgn pemmefem Wd REAO NOTES ON THIS ANDWCLGDED M/IEKREF£RANCE PAGE W7473olK 1WDYL015 BEFORE USE
Design vded foruse only with Milek8 connectors. this design Is based only upon parameters shown. and is form IntlMtlual catalog component not
IS
a Inds system. Before use. fine Wldiw desklner must vaulty fhe appecablilly of design parameters and properly Incorporate Ihh design Into the overall
bulldingdesign. Bracing lndafedIstor ovenlbucklingofIndfivIdualtN¢Webond/or chord membem mly. AddItlonallemporaryontlp irnmentbmcing
MiTek'
Isalways required for stability and! to prevent collapse with posmle personal kVuy and properfydamcge. For genera gultlance mgarang the
(obrkolbn,storage. tleiNery. erection antl brodng of lsusesond insasystems, seeANSVIPl1 CUOIDy CRerb,DS"?antl BCSIBuBChrg Component
6904 Perk. E.sl BN4.
Sol lyWosmafblgvdlade rem /nm Rate Institute, 210 N. Lee Sheet. SAe 31: Nexantllia. VA22314.
Temp., FL 33610
r
Job Truss Truss Type 777TJ,bR.f
T75212869
1550192-PSLP-5808 A02 Common erence(optional)
Builders FlrstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MiTek Industries, Inc. Sat Sep 29 13:30:36 2018 Page 1
ID:GKJbFexmbtsJ7lpVIiW mDyYoIL-kalW DZ_2yzgc3w_7SW LZfUmGoONWTaHIIXbBbyYlgn
,Me
-9d40 12-]-a i&&0 24-ae 3av-u err-v �-
ee &1-1 2d9 24p0 2-11.14 a08 ab8 6 as e]-0 -00
Scale =1:66.0
5x6 =
sxe = 3n6 II 5xa = 3x6 = 3xe = 5x8 = 3.6 =
LOADING (psD
SPACING-
2-0-0
CSI.
DEFL. in (loc) Wall Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.64
Vert(LL) -0.19 13-14 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.88
Vert(CT)-0.3711-13 >942 180
BCLL 0.0
Rep Stress [nor
YES
WB 0.89
Hoa(CT) 0.04 11 n/a rda
BCDL 10.0
Code FBC2017/TPI2014
Matrix-SH
Weight: 2051b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 3-9-0 0o puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS 1Row at mciot 8-14
REACTIONS. (Ib(size) 11=1099/0-7-10, 17=1657/0-10-13, 2=102/0-7-10
Max Harz 2=194(LC 11)
Max Uplift 11=-421(LC 13), 17=-573(LC 12), 2=-64(LC 26)
Max Grav 11=1099(LC 1), 17=1657(LC 1, 2=193(LC 23)
FORCES. (lb) - Max CompJMax. Ten. -All forces 250 Qb) or less except when shown.
TOP CHORD 2-3= 243/522, 3-5=-2281253, 6-7=-862!/12, 7-8= 864f722, 8-10=-1551/1008,
10-11= 1774/1091
BOT CHORD 2-17=-420/358, 16-17=-397/342, 14-16=-119/552, 13-14= 487/1123, 11-13=-777/1523
WEBS &16=-949/645, 6-14=-51/372, 7-14=-290/450, 8-14=-621/565. 8-13=-211/499,
10-13=-296/380,3-17=-1507/927, 3-16=-386/1002
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2)18-8-0 to 24-8-8,
Intedor(l) 24-M to 384-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument wAth any other live loads.
4) - 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, with BCDL=10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2 except Qt=lb)
11=421, 17=573.
\ 34869
i
�N..... % �
Umnnu`�
Julius Lee PE No.34899
MiTek USA, Inc. FL Cart 6634
6904 Parka Ent Blvd. Tampa FL 33610.
Date:
October 1,2018
®WARNING.VedydealgnparametmmdREADNOTESONTHISANDMCLUDEDMfTEKREFERANCEPAGEMa-]4]aree1N0a tSOEFOREUSE
■�
Deem enrid for use any Wh MiTekOconnectors. This design is based any upon parameters shown. and is form inClviduol buldleg component not
a tom system. Before use. the bulidep designer must verty the appecobillty of design parameters and lama ly blaalparate this design Into Ile overall
builalngdoign. Brach indicated is to prevent buckllnp of ledNiduol trussweb and/or chord members any.Addillonaltemporaryantlpermanenlbecing
+HeT•JY®
MtTe�C
Is always regiHfedfor stadfly and to prevent colimse wah possecle personal hlhay and lxopedydamage. Fwgeneraigradmoetegardeglhe
fabrLatbDm storage. delNery, ereclron aril bracing of fnm .d trusssptem%m ANSU1Pl1 Ovamy CRoIb. DSBd9 antl BCSIBdadelg Canpanent
69" Parke East BNd.
safety Nfelmalbmvallade from truss Plate Institute. 218 N. Lee Sheer, suite 312. Alexand4a VA22314.
Tampa, FL =10
1550192-PSLP-5808
T15212870
5x6 =
Scale = 1:66.8
3x6 = 2x4 II 6x8 = 3x6 = 3x8 = sxe = 3x6 =
LOADING (pat)
SPACING-
2-0-0
CS1.
DEFL.
in (too) VdeO Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.54
Very
-0.18 13-14 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.85
Vert(CT)
-0.3611-13 >904 180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.39
Horz(CT)
0.03 11 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-SH
Weight: 204 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc pudins.
BOT CHORD 2x4 Ste No.2
BOT CHORD Rigid telling directly applied or B-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 6-16, 8-14
REACTIONS. (lb/size) 2=145/0-7-10, 16=1722/0-10-13, 11=992/0-7-10
Max Harz 2=194(LC 11)
Max Uplift 2=-61(LC 12), 16=595(LG 12), 11=-391(LC 13)
Max Grav 2=237(LC 23), 16=1722(LC 1), 11=992(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=.127/314, 3-5=-269/603, 5-6=-188/601, 6-7=-627/570, 7-8=-630/583,
8-10=-1323/873,10-11=-1548/958
BOT CHORD 2-17=-281/253, 16-17= 281/253, 13-14=-364/917, 11-13=657/1323
WEBS 6-16=-1337/845, 6-14=-227/629, 7-14=-1631285, 8-14_ 624/568, 8-13=-215/504,
10-13=-301/383, 3-16=395/380
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat II; Exp C; Encl.,
GCpI=0.19; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-1-1, Interior(1) 5-1-1 to 18.8-0, Exterior(2) 18-8-0 to 24-8-8,
Intedor(1) 24.8-8 to 38-4-0 zone; cantilever left and right exposed ;C.0 for members and forces 8 MW FRS for reactions shown;
Lumber OOL=1.60 plate grip DOL=1.60
3) This muss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
4) ' This muss has been designed for a live load of 20.Opsf on the bottom chord in all area 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.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb)
16=595. 11=391.
,w 0.
..p0�IUS�LEI�
:��,, • �.�G E N `Sic•• ���
No 34869
*6 _ 1 n . * i Y. AA G
4ORI.
Julius Lee Lee PE NB.34869
MRek USA, Inc. P. Gert 6634
8904 Parke East Blvd. Tampa R.33810
Date:
October 1,2018
®WARNWG-VsdfydeslpnpammstemandREAO NOTESON THISANOWCLUOEO MREKREF£RANCEPAGEM➢-74n3 v. 12p920165EFORE USE
Design world for useonly Wtih MITekQDcmn tors. thlsdesim Is based oNyupon paramefesshown,andIsform brdlvltlual building component net
a east syttEm. Before use, the GEltling designer must verily the appilcabOlN of design parameters and properly Incorporate Ihls design Into the overall
bWr➢t`g design. Bracinglntl atetlislo WeventWcMlWoflnd duallus barxi/orchordmembemody. Additla itemporaWmdpermanentbmcing
MiTek'
balwayion.st rage, stability aieeoprflon OWbraohUof with posadliuenotems. seeANS&oII Quagnma. Forge-8 a ndaCsceregm Co the
fabrication. storage, dx seeexerdr II Quality Cr➢edy DSB-09 and BCBI &+➢tl/ng Componcnl
Maltude.18N.
69M Parke East 8W.
Iudoern Truss tee eer. suite
SaANfnb/morbmvallable ham Team Nate Ins1IMe, 218 N. Fee 5Bee1.9/ite 312 Alexandria. VA22314.
TaWa. FL 33610
ea " " T15212871
550192-PSLP-5808 A04 Hip 1 1
Job Reference (optional)
n...,._._ .__ 11 ou.,.e n aeo4e 8.220 s Mav 242018 MITek Industries, Inc. Sal Sep 2913.30.38 2018 Pagel
&ale=1,69.1
5.6 — Sx6 =
3x6 = 2x4 II 3x6 = 618 = 3x4 = 3.4 = 3.6 = 3x4 = 46 =
LOADING (pst)
SPACING-
2-0-0
CSI.
DEFL
In (hoc) I/defl Ud
PLATES GRIP
TOLL 20.0
Plate Grip DOL
1.25
TO0.59
Ved(LL)
-0.30 12-14 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.90
Verl(CT)
-0.55 12-14 >556 180
BOLL 0.0 '
Rep Stress Incr
YES
We 0.69
Horz(CT)
0.04 10 n/a n/a
BCDL 10.0
Code FBC2017ITPI:
Matrix-SH
Weight: 208 In FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1Row at midpt 5-15.7-14
REACTIONS. (lb/slze) 10=1015/0-7-10, 16=1343/0-10-13, 2=500/0-7-10
Max Harz 2=186(LC 11)
Max Uplift 10= 410(LC 13), 16=-535(LC 12), 2— 149(LC 13)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3— 610/399, 3-4= 253/229, 4-5=-694/673, 5-6=-572J678, 6-7— 702/658,
7-9=1411/978, 9-10=-1635/1043
BOT CHORD 2-18=-152/479, 16-18-153/476, 15-16= 66/252, 14-15=62/554, 12-14= 5111998,
10-12=-803/1385
WEBS 3-18=0/254, 3-16=478/393, 4-16=10371840. 4-15=-32V706, 6-14= 165/286,
7-14-648/647, 7-12= 210/516, 9-12=-267/361
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.OpsF h=150; Cat. II; Exp C; Encl.,
GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0. Interior(1) 5-0.0 to 17-10-0, Exterior(2) 17-10-0 to 27-11-13,
Intedor(1)127-11-13 to 38-4-0 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) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads.
5) ' This truss has been designed fora 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, with BCOL = 10.Opst.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withslanding 100lb uplift at joint(s) except Qt=lb)
10=410, 1,6=535, 2=149.
1g
�J�,00usICFF
Ii
34869
♦ �Ur �
♦j z
�hON%
ill A11
Julius Lee PE No.34869
MITek USA, Inc. FL Carl 6634
6904 Parke fast Blvd. Tampa FL 33610
Date;
October 1,2018
Q WARNING-Ve11ry C11/gn parameters .ad READ NOTES ON TNISAND /NCLUDEO MR£KREFERANCE PAGE M 74Ta rev. 1"3&015 BEFORE USE
Design vall(l for use ON Wth MITeM connectors. This design Is based ON upon parameters shown. antl is for an hx11vidual Wllding corn pone nt,net
a Inds system. Before tue, the building designer must verity the applicability of design parameters and properly Incomoiate this design Into the overall
bu1dingdesign, &achrglWd tedistopmventWckilWoflwd uall webmd/orchordmemb moNy. Addlliorwltempoma mcJpermanentbtaclrxl
MiTek'
It alwaysrecidied for stability and to prevent collapse weh possQsle personal injury artl Propedy damage. For general guidance regartBng the
storage, delivery. erection anal bracing of trusses and truss systems seeANS&VII Oua@v Cr@erb, DSE!➢andaCSl aerating Component
6904 Parke East Blvd.fabkailon:
Saniylnramralbinvdlable Rom lrus Rate Milule,218 N. use Street sulfa 312, Alexandra. VA 22314.
Tanpa, FL 33810
T15212872
Special
201
Scale-1:70.7
5x6 =
5x6 =
5 6 Sx6 =
1 m
I9
Sx6 = 2x4 II 3.6 = STi.5x8 STP= axe = 3x8 = Sx6 — 20 11 416 =
6x8 =
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Gdp DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CS].
TC 0.80
BC 0.67
WB 0.60
Matrix-SH
DEFL In (too) I/defl Ud
Vert(LL) 0.13 10-12 >999 240
Vert(CT)-0.2110-12 >999 180
Horz(CT) 0.03 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 222 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-2-4 oc puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 4-16, 5-15, 6-15, 8-14
REACTIONS. (lb/size) 10=867/0-7-10,16=1694/0-7-10,2=297/0-7-10
,
Max Harz 2=-184(LC 10)
Max Uplift 10=-365(LC 13), 16=550(LC 12), 2=-130(LC 12)
Max Grav 10=867(LC 1), 16=1694(LC 1), 2=372(LC 23)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-306/160, 3-4=-141/525, 4-5=-271/396, 5-6=-261/422, 6-7= 458/554, 7.8=-598/505,
8-10=128W772
BOT CHORD 15-16_ 446/497, 14-15=0/319, 12-14_ 540/1066, 10-12=-540/1066
WEBS 3-18=0/263, 3-16=-535/435, 4-16_ 1318/882, 4-15= 476/919, 6-15=-647/551,
6-14=-402/530, 8-14=-708/583, B-12=0/351
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15f; Cat. II; Exp C; Encl.,
GCpi-0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Inlenor(1) 5-0-0 to 17-8-0, Exterior(2) 17-8-0 to 19-6-0,
Intenor(1) 19-6-0 to 21-6-0, Extedor(2) 21-6.0 to 27-6-0, Intedor(1) 27-6-0 to 38-4-0 zone; cantilever left and Tight exposed ;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except at=lb)
10=365, 16=550, 2=130.
E N d
No 34869
* O /7 * _
P•:
Julius Lee PE No,34869
MITek USA, Inc. FL Cart 6634
6904 Parks Fast Blvd. Tampa R.33610
Daze:
October 1,2018
® WARNING -Verity Eeslen paramefexe end READ NOTES aNTHISANGWCLUOED M/TEKREFERANCEPAGEMM174n., 180YR015REFGREUSE
Designs valid for use only Wth MIfoI connectors. Ab design Is based only upon Parameters shown, and Is form Indivldud building component, not
a hus system. Befae use, the bullcing designer must.dfy the appllcobNly of design parametersantl Properly Incorporalo Ihls design Into the overall
bulldinp design. Bracing IWIcated is to WcMIW of lrxiMtlual truss web antl/or chord members only. Addlllonal temporary and permanent bracing
MiTeW
prevent
4 always reaWred for stadlity and to prevent collapse with possible persorat lnlury and property damage. For general guldonce regarNng the
storage, cf.Mry, erector, and bracing of Busses and tvs systems, seeA1LSU1P11 Qualify Offerla, DS949 and 8CS18o9Chrp Component
6904 Parke East Blvd.fabrlcaUm
Salsiylnbnnatbspvallade kom Truss Rate trsliNte. 218 N. Lee Slreel. 3Wte 31Z Mexandtla, VA 22314.
Tarrya, FL =10
JVV
T15212873
1550192-PSLP-5808 A06 Roof Special 1 7 .. _ , . ..
2018
Sale=1:70.5
5x6 =
3x6 = 2x4 II 3x6 = STI.SxB STP= 3x6 = 3x8 = 3x6 = 2x4 11 3x6 =
6,8 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. In
Qoc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL) 0.09
9-11 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.53
Vert(CT) -0.14
9-11 >999 180
BCLL 0.0 '
Rep Stress ]nor
YES
WB 0.78
Horz(CT) 0.03
9 n4a n/a
BCDL 10.0
Code FBC2017RPI2014
Matrix-SH
Weight: 2161b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or4-5-13 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at mldpl 4-15. 5-14
REACTIONS. (lb/size) 9=862/0-7-10, 15=1710/0-7-10, 2=286/0-7-10
Max Harz 2-184(LC 10)
Max Uplift 9=-362(LC 13), 15=-555(LC 12), 2— 126(LC 12)
Max Grav 9=862(LC 1), 15=1710(LC 1).2=367(LC 23)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-295/181, 3-4=-166/549, 4-5=-262/399, 5-6— 257/396, 6-7=-571/621, 7-8= 729/578,
8-9= 1317/821
BOT CHORD 14-15=-465/535, 13-14= 81/478, 11-13=-604/1093, 9-11=-603/1096
WEBS 3-17=0/266, 3-15=-538/436, 4-15-1339/896, 4-14=-507/939, 6-14— 646/608,
6-13=-244/363, 8-13=-596/523, 8-11=0/299
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vas 1=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15f1; Cat. II; Exp C; Encl.,
GCpi-0.18: MW FRS (envelope) and C-C Extenor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-8-0, Exledor(2) 17-8-0 to 21-6-0,
Intedor(1) 21-6-0 to 23-6-0, Exterior(2) 23-6-0 to 29-6-0. Intenor(1) 29-6-0I0 38- 0 zone; cantilever left and right exposed ;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads.
5) ' 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, with BCDL=10.Opst.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb)
9=362,15=555,2=126.
41US'
VNo 34869
n*
Julius Lee PE ND.34869
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 1,2018
Q IVARNMG- Verify dosrgnpemmoteMMdREAONOTES ON THIS AND LVCLUUEDMREKREFERANCEPAGEMI1,74"rev. iMMIS BEFORE USE
Design valid for use only with MITek& connectors. This dosIM B based only upon parameters shown and Is for an IrdMdual buliding component, not
a alas system. Before use, the bWldhg designer must vediy the opwlcablllty of design parameters cirri propedy hcorporafe the design Into the overall
bu0digdesign.&acinglndk:atedlstopreventWcklfrgoflndivdualtmsswebond/orchorrlmembefsonly. Addiflomitemporaryondpermanentbrocirg
MiTek'
Is always re Wired for stability and to prevent coheres with possible personal hlury aid property damage. For general guidancefegardig the
fabrication.storage. delNery. erection and bracing of trusses; and Buss systems. sooANSlgPll Quality Crifedo, DS849 and BCS1 Bending Component
69N Parke East BNd.
SaPoy WdrmalbnxvabtNe from TM Rate ketilute, 218 N. Lee SBeel, suite 31Z Aexanddo. VA2231A.
Taeryo. FL 3361 D
1550192-PSLP-5808
Special
Scale =1:70.5
5.6 =
3.6 = 2x4 II 3x6 = ST1.Sxe STP= 3x8 = 3x6 =axe = 2x4 II 4�6 =
6,8 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.53
BC 0.50
WB 0.67
Matdx-SH
DEFL. in (too) Udell Ud
Vad(LL) -0.09 12-14 >999 240
Ved(CT) -0.1812-14 >999 180
Horz(CT) 0.03 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 2121b FT=20%
LUMBER-
BRACING -
TOP CHORD 2%4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purllns.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS 1 Row at midpt 4-15, 5-14. 6-14
REACTIONS. (Ib/size) 2=280/0-7-10, 15=1718/0-7-10, 9=859/0-7-10
Max Horz 2=-184(LC 10)
Max Uplift 2=-124(LC 12), 15=-558(LC 12), 9=-361(LC 13)
Max Grav 2=365(LC 23), 15=1718(LC 1), 9=859(LC 1)
FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-291/191, 3-4=-177/564, 4-5=-261/401, 5-6-257/369, 6-7=-699/684, 7-8=-857/661,
8-9-1344/878
BOT CHORD 14-15= 475/564, 12-14— 238/638, 11-12=-666/1127, 9-11=666/1127
WEBS 3-17=0/270, 3-15_ 542/438, 4-15= 1355/913, 4-14— 535/961, 6-14= 689/675,
8-12=-491/462
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl.,
GCpl-0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 17-8-0, Exterior(2) 17-8-0 to 23A-0,
Inlerlor(1) 23-4-0to 25-4-0, Extedor(2) 25-4-0 to 31-0-12, Intedor(1) 31-0-12 to 384-0 zone; cantilever left and right exposed ;C-C for
membervand forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psi 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-D 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 100 lb uplift at joint(s) except Gt=lb)
2=124, 15=558, 9=361.
%�J1.IUS1CFl�
``�. ; ��GENS�:•. 4
34869
'1411111119•-
Julius Lee PE No.34869
MITek USA, Inc. FL Cart 6634
69M Parka East Blvd. Tampa FL33610
Data:
October 1,2018
A WARNING- VedydeslgnparamotmandREAONOTEB ON THIS AND WCLUDEDNR£KREFERANCE PAGE 1161-7473nI, 104734e15 BEFORE USE.
■
Design valid for use arty With MnedO connectors. This design Is based only upon parameters shown, and Is for an Individual WlldlW component, not
a buss rystem. Before use. the bWlOhp designer must vedly the applicaulty of design parameters and properly hcotporate this design Into It>B overall
bulidiigdesign.BrachObdicatedistopreventWcMIWofirdNdualliussweb and/or chord members only. Addflonallemporaryadpamanentbracing
■•�Ye
MOW
boles s regdred for stoNlry and to prevent Collapse with posIble personal Injury and property damage. Forgeneedgutdanceregardhgthe
fabrkblb storage. delivery. erection and btooing of trumsord tamsystemS seeANSWI1 CuaRy Ciffaft DS849 and BC51BUBC47g Componant
6904 Purka Fast Bt+d.
BaMty OrMnnalbmvdiabie from 1ms %ate LutIMe. 218 N. Lee St.?. Silo 312 Alextsdda. VA 22314.
Tarrya, FL 3360
Job
Truss
Truss Type
cly
Ply
T75212875
1550192-PSLP-6808
A08
Root Special
1
1
Job Reference (optional)
........
_ .._....
..,..., ...r_i. ............ i..., e... e..., nn w.an.nn onm pn�e .
Builders Flrsicource, ron 19ece, rl'J9a40
Sx6 =
5x6 =
a nn� 5 6 21
3x6 = 2x4 3x6 = ST1.5x8 STP = 3x8 =
6.8 =
3x6 =ate =
Scale = 1:68.7
3x6 = ST1.50 STY =
3x6 II
LOADING (pst)
TOLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Gdp DOL 1.25
Lumber DOL 1.25
Rep Stress lncr YES
Code FBC20177TPI2014
CSI.
TC 0.71
BC 0.62
WB 0.85
Matrix-SH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
In (too) Ildell Ud
-0.14 13-15 >999 240
-0.3013-15 >999 180
0.02 it n/a n/a
PLATES GRIP
MT20 2441190
Weight: 228 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc puriins,
BOT CHORD 20 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD Rigid calling directly applied or 6-0.0 oc bracing.
WEBS
1 Row at midpt 5-16, 6-15, 7-15
REACTIONS. (lb/size) 11=779/0-6-10, 2=259/0-7-10, 16=1755/0-7-10
Max Horz 2=244(LC 12)
Max Uplift 11=-305(LC 13), 2=-92(LC 12), 16=-594(LC 12)
Max Gray 11=791(LC 24), 2=345(LC 23), 16=1755(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3.4=-355/610, 4-5=-131/581, 5-6=-262/398, 6-7=-354/313, 7-8=-869,704,
8-9=-1029/675, 9-10= 1171/787, 1D-11=-745/525
BOT CHORD 13-15= 502/848, 12-13_ 818/1206
WEBS 3-18=0/270, 3-16=-544/442, 4-16=-299/451, 5-16=-1224l763, 5-15= 6037781,
6-15=-178/261, 7-15=-746/704, 8-13=-89/266, 9-13=-374/357, 9-12=-562/487,
10-12=-884/1308
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUI1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exit C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 16-10-0, Extedor(2) 16-10-0 to 24-6-0,
Interior(1) 24-6-0 to 27-4-0. Extedor(2) 27-4-0 to 32-9-6, Intedor(1) 32-9-8 to 37-1-4 zone; cantilever left and right exposed ;C-Cfor
members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This muss has been designed for a 10.0 psi bottom chord live load nonconcurrent wish any other live loads.
5) ' This truss has been designed for a rive load of 20.0psl 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.
6) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb)
11=305, 16=594.
%%It% ►USJillill , �F /�i�i
V�CENSF'
No 34869
h /1 4
Julius Lee PE No.34869
MRek USA, Inc. FL Dart 6634
6904 Padre East Blvd. Tampa FL 33610
Date:
October 1,2018
®WANNWG-VeHtydedgnparenrefere end HEA0
50NTHISANDINCLUOED Mff HEFERANCE PAGEMU)O]Jree`W0 015e�FRE USEDaslonvdltlforuse
th"
oNywflh Mllel�connectors.Ibis tlesi0n6 Wsetl oNyupon Parameters snows. antlbfor an kltlMtluN Wlltllrnentnotbuss
system. Before use, the bWNnn tlesl0ner must veery the oppllcabYlty of tleu0n parameters aixl properly Incoryorale (tilt tlInto 711e overactrednt
W.", ellndivld ,tou b. re, ctrortlmemWrsonly. Atltllilonaltempond pemlanenl bracing
iwiTek'kregWretl(osvent
collcpsewith persprarxloperty�OeailCerdlig the
fotxbalkxk siwa0e.delNery. erection ontl brodn0 of J.sortdtnls systems. seeAN51/19it CuaMy C2elb,0S8-09 and 8C51EuIdery Component
6904 Parke East Blvd.
SaNlyesMsm rslvdlade from Russ Plate Imtilute. 216 N. Lee Mreet. SWte 312'exandrla VA22114.
Tampa. FL 33610
T15212876
Special
Scale=1:68.7
5x6 =
5x6 =
6.00 12 5 6 21
3x6 =
2x4 11 3x6 = ST1.5x8 STP =
3a =
3x6 =
3x4 =
3x4 =
ST1.Sx8 STP =
6x8=
6a=
6-4-12 12-5-13 20-6-0
27-4-0
30-9-8
37-1—
12 6-0-1 8-03
&10-0
&5-B
6-5-8
Plate Offsets (X Y)--
12:0-2-12 0-1-81 [3:0-3-0 03-01 [5:0-3-0 0-2-0) [6:0-4-0 0-2-81 18:0-3-0 0-2-01
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL
In (loc)
Vdefl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.71
Vert(LL)
-0.14 15-16
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL t25
BC 0.58
Vert(CT)
-0.2115-16
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WE 0.96
Horz(CT)
0.02 11
n1a
n/a
BCDL 10.0
Code FBC2017/rPI2014
Matrix-SH
Weight: 224 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOTCHORD
WEBS
REACTIONS. (Ib/size) 11=765/0-6-10, 2=230/0-7-10, 16=1798/0-7-10
Max Horz 2=257(LC 12)
Max Uplift 11=-299(LC 13), 2=-95(LC 12), 16=-560(LC 12)
Max Grav 11=787(LC 24), 2=323(LC 23), 16=1798(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-211/278, 3-4=-407/669, 4-5=-219/618, 5-6=404/460, 6-7=-536/384,
7-8=-10541730, 8-9— 1265/834
BOT CHORD 13-15=-691/1063, 12-13=-597/964, 11-12=-687/1092
WEBS 3-18=0/250,3-16=-543/457,4-16=-240/404, 5-16=-1215/838, 5-15=-634/888,
6-15=-175/278, 7-15=-758/624, 8-12=.288/379, 9-12=-266/330, 9-11=-1189/748
Structural wood sheathing directly applied or 5-0-9 oc putting,
except end verticals.
Rigid calling directly applied orb-0-0 oc bracing.
1 Row at midpt 5-16, 5-15, 9-11
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.OpsF h=15ft; Cal. II; Exp C; Encl.,
GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-10-0, Extedor(2) 14-10-0 to 26-6-0,
Interlor(l) 26-6-0 to 29-4-0, Extsdor(2) 29-4-0 to 30.9-6, Inlenor(1) 30-9-8 to 37-1-4 zone; cantilever left and right exposed;C-C. for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads.
5) ' 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, with BCDL=10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 2 except (jt=1b)
11=299, 16=560.
ENg..,
34869 C
E LIFfI l�A�l llA �il.�� e
At -
Julius Lee PE No.34869
MRek USA, Inc. R. Cart 6634
69D4 Parke East Blvd. Tampa FL33610
Date:
October 1,2018
A WARNING -Verify design peremelersandREADNOrES ON THIS AND INCLUDEDINEKREFERANCERAGEMb747a my. 10113cefsaEFORE USE
Design valid for use only with MITeM connectors. This deslgn is based only upon parameters III and is for on Individual building component not
a truss system. Before use, the bullcling designer must vent' the appllcabllly of design parameters and properly Incorporate this design Into the overall
buldlrgdesign. Bracing indicated Istoprevent bucklirgoflndlvklualthrsweband/or chord members only. Addlllonalternwo,yondpeanonentbracing
i•�Y®
MiTeW
Is always required for atablilly and to prevent collapse with posmle personal inh4y anal property damane. For general r uldance regarding the
6904 Parke East Blvd.
fabrication. storage, delivery. erection and bracing of throes and Inns systems. seeANSI/f cif OrlaDy, CrBarb, DSB 69 and SCSI Bugderg Componmf
Tanga, FL 33s1D
Sahy fnrennaBonavdicde tram Trus Rate ImI1Me. 218 N. lee Street, suite 312, Atexand tVA 22314.
550192-PSLP-5808 A70 (Roof Special
" T15212877
2018
scale =lNi8.7
5xs ' Sx6 =
3z4 =
4 5 19 6 20 7 21
36 = 2,01 11 3x6 = 14
3z8 = 3x6 2x4 11 ST1.5x8 STP =
ST1.5z8 STP=
6x8 =
8z14 MT20H5 =
6-4-12 12-2.0 1 -1 -0 22-6-0
2&4-0 37-3.0
6-4-12 5.34 -8- 9-8-0
AN 7-11-0
Plate Offsets (x Y)--
14:0-1-150-0-0115:0-5-40-2-8117:0-3-00-2-0118:0-5-40-3-4119:Edge0-1-81
LOADING (pS0
SPACING- 2-0-0
CS].
DEFL.
in (roc) Vdefl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.71
Vert(LL)
-0.27 13-14 >999 240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.74
Vert(CT)
-0.46 13-14 >640 180
MT20HS
187/143
BCLL 0.0 '
Rep Stress [nor YES
We 0.92
Horz(CT)
0.02 10 Na rVa
BCDL 10.0
Code FBC2017/rP12014
Matrix-SH
Weight: 211 Ito
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOTCHORD Rigid calling directly applied or 6-0.0 oc bracing.
WEBS
1 Row at micipl 6-14.8-10
REACTIONS. (Ib/size) 10=700/0-6-10, 2=128/0-7-10, 14=1965/0-7-10
Max Horz 2=231(1-0 12)
Max Uplift 10=-271(LC 13), 2=-119(LC 24), 14=-555(LC 9)
Max Grav 10=728(LC 24), 2=245(LC 23), 14=1965(LC 1)
FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-298/500, 3-4=-543/891,4-5=-332f736, 5-6=-365/739, 6-7=-451/435,7-8=-592/359
BOT CHORD 2-16=-420/193, 14-16=-420/193, 11-13=-741/1199, 10-11= 737/1205
WEBS 5-14=-403/171, 6-14- 1119/846, 6-13=-467/751, 8-13= 814/609, 8-11=01294.
8-10=-1224/751, 3-14=-548/495,4-14= 377/660
.NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu11=.160mph (3-second gust) Vasd=124mph; TCDL=4.2psP,, BCDL=S.Opsf; h=15h; CaL II; Exp C; Encl.,
GCpl=0.18; MWFRS (envelope) antl C-C Exterior(2) -1-0-0 to 5.0-0, Interior(1) 5-0-0 to 12-10-0, Extedor(2) 12-10-0 to 18-10-0,
Intedor(1) 18-10-0 to 22-6-0, Exterior(2) 22-6-0 to 28-6-0, Interior(1) 28-6-0 to 37-1-4 zone; cantilever left and dght exposed ;C-C for
members, and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All platesiare MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' 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.Opst.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qt=1b)
10=271, 2=119, 14=555.
r
%% \JQU S e (Elp
NSF•.
ALn 34869 �'
i
NAIL %
Julius Lea PE No.34869
MRek USA, Inc. FL fart 6634
6904 Parke Fast Blvd. Tampa FL 33610
Date:
October 1,2018
A WARNING -Verify Ceslgnpemmefcmmd REAONOTES ON TNISANO INCLUDED MIFEIVREFERANCEPAOEMIF74T3rev. IbUM15BEFORE USE.
Design vand for use only with MITek9 connectors, Ws design Is basetl oNy upon parameters shown. and Is for an M10dual WOding component not
a Imss system. Before use, the building designer must verify the appacolos ly of design parameters and mopetly Incorporate this design Into the overall
WOdWcesIgn. Boeing lndk:ated is to WCklhxlof[ouvidual fmssweb and/or chortl members only. Additional temporary and permatlenf bracing
MiTek'
prevent
Is always rogllretl for staWllty and to prevent collalxsevvith possiNe Personal injury antl property dznage. Fw general guidance regamHrg the
labrlcafbn storage. delNery. erection and bracing of lnrssesantl huss systems, seeANSf/lPII 0lrpllty G9ub, OSB-0p antl BCS/BuadNp Comt>onenf
69N Puke Ease Brad.
SOfoty WopnOtblWdlode hom truss Plate Institute. 218 N. Lee Sheet Suite 312. Alexendrio. VA 22314.
Tampa. FL 33310
Job
Truss
Truss Type
Oty
PIY
T15212878
1550192-PSLP-5808
At 1
Roof Special Girder
1
2
Job Reference o tional
Builders FIVASOUPCe, 1'011 Piece. FL 34e40 Z'F"' ••Y ^ "•'•"'r-- --- -- -' -
ID:OKJbFeldnbtsJ7lpVjIW mDyYolL-whvgXJ6M•AM22udKFcJ29cornVDFAbOeuPzih4SyYlgc
1-0- 5-e-4 10-10-0 12.5.1 18-5.0 24-6-0 31.4.0 37.3-0
-0.0 68-4 5-1-12 1-7-13 6113 60.15 60 5.11.0
6.00 FIT
2x4 II
3
m 2
� 1
0 1711 19 20 17 21 22
STlEx8 STP= NAILED 4x6=
4.6 =
NAILED
5x6 = 2x4 11 5x6 = 5x8 =
4 5 6 7
23
15
242625 27
1228
B
74
13
ST1.Sx8 STP=
5x8 =
618 = HTU26
6x8 =
7x10 =
HTU26
HTU26 HTU26
HTU26 5x8 =
HTU26
HTU26
HTU26
Scale =1:68.7
5x8 = 5x8 =
8 NAILED 9 If
18 jIIIm v
N
28 30 17 31 32 33 10 `
RTU26 HTU26 5x8 = ST1.5x8 STP =
HTU26 NAILED 3x8 II
NAILED
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FB02017frPI2014
CSL
TO 0.70
BC 0,54
We 0.91
Matrix-SH
DEFL. in (loc) Udefl Ud
Van( LL) 0.27 11-13 >999 240
Vert(CT) -0.38 11-13 >776 180
Horz(CT) -0.02 16 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 480 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly
applied or 4-4-1 oc purling,
BOT CHORD 2x6 SP M 26'Except' except end verlicals.
2-15: 2x6 SP No.2 BOT CHORD Rigid telling directly applied or 6-0.0 oc bracing.
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpl 6-16,
8-13
9-10: 2x8 SP 240OF 2.OE, 9-11: 2x4 SP No.2
REACTIONS. (lb/size) 10=2945/0-6-10,2=-503/0-7-10, 16=8128/0-7-10
Max Horz 2=181(LC 8)
Max Uplift 10= 1475(LO 9), 2= 755(LC 20), 16= 4252(LC 5)
Max Grav 10=2966(LC 20), 2=346(LC 6), 16=8128(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown.
TOP CHORD 2-3=-780/1857, 3-4= 722/1833, 4-5=.1838/3722, 5-6- 1838/3721, 6-7=-1074/710,
7-8=-3721/1872, 8-9_ 7376/3549, 9-10= 2703/1334
BOT CHORD 2-17=-1631/740, 16-17=-2989/1617, 14-16=-589/1074, 13-14= 1647/3364,
11-13=3586f7433, 10-11=-176/308
WEBS 3-17= 340/319, 4-17=-1549/2251, 4-16_ 2495/1435, 5-16=-357/245, 6-16=-6378/3391,
6-14=-2108/3970, 7-14=-3090/1522, 7-13= 1597/3305,8-13=-4320/2128, 8-11=-775/498,
9-11=-3588/7514
`\�
,J ES�II��
NOTES-
with follows:
,`,
,
14�.•••��
1) 2-ply truss to be connected together 10d (0.131°x3') nails as
�� �k
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2xe - 2 rows staggered at 0-9-0 oc.
4 •i
34869
•:
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do.
Webs connected as follows: 2x4 -1 row at 0.9.0 Go. * ;
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. : •• ••
Wind: ASCE VuIt=160mph Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=1 Sit: Cat. II; Exp C; Encl.,
4) 7-10; (3-second gust)
GCpl=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
��,��
5) Provide adequate drainage to prevent water pending.
, • O R ,
•��
6) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads.
• ••
i// ,��
O
7) ' 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
/// N AI- ��%
118111
will fit between the bottom chord and any other members.
I I till"
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb)
Julius Lee PE No.34869
10=1475; 2=755, 16=4252.
MRek USA, Inc. FL Cert 6634
9) Use Simpson Strong -Tie HTU26 (2040tl Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max.
6904 Parke Fast Blvd. Tampa FL 33610
starting at 14-0-12 from the left end to 32-3-4 to connect truss(es) to back face of bottom chord.
Date
10) RII all nail holes where hanger is In contact with lumber.
October 1,2018
11) 'NAILED' Indicates 3-10d (0.148'x3') or 3-12d (0.148x3.25') toe -nails per NOS guidlines.
®WARNING- Verify design pammefamand READ NOTES ON MIS AND INCLUDED Mf7EKREFERANCE PAGE 111II7473.a, 1"3OOI5 BEFORE USE
Drake volld for use only w h Went) connectors. This design is based only upon parameters shown, and is for an Individual bracing component, net
�R•
q`
a Voss system. Before use. the building designer must vasty the appilcabYlly of design paameters and properly Incorporate Inks design Into the overall
bWdrgdesign.Bracing Indicated is to prevent bucking of Individual tmseweband/or chord members only. Addilonaitempoiaryandpeimanentdacig
p/�
Met(
Is dways tendred for Mercury oriole prevent collapse YAM possilde personal Inlury and property damage. For genefd gdtlance regardig the
fadbolbn. storage. delivery. erection and bracing of trusses and busssyslems, socAMVII,1l Ouallye2efb, DS849 and SCSIBUBdhi Component
69M Parke Easl BNd.
Sotefr WofmafbrPvdlade hem To. Pete Inslllute, 218 N. Lee Sheet, suite 31Z Alexandra, VA22314.
Tampa, FL 3361e
Job
Truss
Truss Type
Oly
Ply
T75212878
1550192-PSLP-5808
All
Roof Special Girder
1
2
Job Reference o tional
Builders FirslSource, Fort Piece, FL 34945 a.ccu s way a. �V,a wo i —n muou:u——F—.-.- -.- •-.-a--
ID:QKJbFextnbtsJ7lpVjiWmDyYoIL-whvgXJ6xMM22udKFcJ29cornVDFAbaeuPzih4SyYlgc
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 759 lb down and 520 lb up at 6-0-12, and 583111 down and 355111 up
at a-0-12 on bottom chord. The designtselection 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 (pit)
Vert: 1-4=-54, 4-7=-54, 7-8=-54, 8-9=-54, 2-10=-20
Concentrated Loads (Ib)
Vert: 15=-522(B) 13=-520(B) 18=14(B) 19= 107(B) 20 15(B) 21= 759 22=-583 23= 5221B) 24=-520(B) 25_ 520(B) 26= 520(B) 27= 520(B) 28=-517(B) 29= 520(B)
30=-520(B)31=-1137(B)
O WARNING- Verllydea/SnparenrefemaodREAO NOTES ON THISMI)MCLUOEO 4IREKR£FERANCEPAGEM67473.v... IMMOIS BEFORE USE
Design vallal for use only with MlToM connectoni. Ns design Is based only upon Parameters shown, antl Is for an hxtividual Wilding component, not
a truss system. Before use. the buildng designer must verify the apin icaulity of design Paramofem and (properly hcoTorate This design Into the overall
bulldngdesign.BracinglixlicatetlktoproventWadingofindMdualMisswebanalorchordmembersonly. A 11tionallemporaryandpelmanenl1xaclrg
Well(
B always reaulredIor stadily and to prevent collapse with ponrcle Wwrwl hjiny and popery dancge. for generd guldance regarding me
fabnociflon.storage. ddNery, erection and bracing of Ines and tuns systems.s AMSMJI Quality CrEerb,BSS-B➢ and ECSI Buldbrp Camponmf
69U ParM East BNd.
SaletyfnformalbnrvdiaWe ham Trm Nate Munro, 218 N. tee Sheet. Win 312 Alexandria. VA22314.
Tanpa, FL 33610
Job
Truss
Truss Type
Oly
Ply
T15212879
1550192-PSLP-5808
BO1
Hip
1
1
Job Reference o (option
.. e„ e,... oe w.atrea oma Pnna 1
Builders FlrstSource, Fort Piece, FL 34945 Xi 24.....,-, ....r..,..-,_-,r-e o.
S8=
46 =
6.00 F1-2 _
18 17 16 3x8 =
3x8 II 3x12 MT20HS = zx4 11
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BOLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/IPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-16: 2x4 SP No.3
WEBS 2x4 SP No.3
Scale=1.61.7
CSI.
DEFL.
in (lot) Vdefl Ud
PLATES
GRIP
TC 0.88
Vert(L-)
-0.1212-14 >999 240
MT20
244/190
BC 0.60
Vert(CT)
-0.2412-14 >999 180
MT20HS
187/143
WB 0.60
Horz(CT)
0.08 10 n/a n/a
Malnx-SH
Weight: 224 lb
FT=20%
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-1-0 oc pudins,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-2-14 oc bracing.
WEBS
1 Row at midpt 6-12
REACTIONS. (lb/size) 1 8=1 275/Mechanical, 1 0=121 1 /Mechanical
Max Herz 18=223(LC 12)
Max Uplift 18=-421(LC 12), 10---356(LC 13)
FORCES. (Ib) - Max. CompJMax. Ten. -All tortes 250 (lb) crises; except when shown.
TOP CHORD 2-3=-1356/931, 3-5-1966/I524, 5-6=-153GtI284, 6-7— 1180/1074, 7-8=-1370/1144,
8-9=-1365/1004,2-18=-1224/958, 9-10= 1151/912
BOT CHORD 17-18=-250/134, 5-15=231/373, 14-15=-1270/1706, 12-14-877/1340, 11-02-782/1160
WEBS 3-17=-838/742, 15-17=-974/1238, 3-15= 409/610, 5-14— 5641599, 6-14= 328/572,
6-12-322/230, 7-12=-179/347, B-11= 320/338, 2-17=-753/1197, 9-11= 786/1184
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsF h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0. Intedor(1) 5-0-0 to 14-10-8, Extenor(2) 14-10-8 to 30-11-5,
Intedor(1) 30-11-5 to 32-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown;
Lumber COL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates,are MT20 plates unless otherwise Indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 100lb uplift at Joint(s) except (t=lb)
18=421, 10=356.
,,,�����V1 lUS LF�; �;�ji
G E N g4s, '1i
No 34869
-•11111111114'
Julius Lee PE No.34869
MRek USA Inc. FL Cert 6634
6904 Paike East Blvd. Tampa FL 33610
Data:
October 1,2018
®WARNING-VedrydvVgapammetemwdREAD NOTES ON THIS ANOINCLUOEDMIIEKREFERANCEPAGEM1474"mv 1bDaRp159EPOR£USE
DedOn valitl for the oNy wilh Mliek conneci0rs. rhjdesign8basetl ody upon parameters shown and Isfor an IntllNtlual Wetling component not
��
a lnmsyslern. Batwe use, Ine bullring designer must verify the app4lcpbYlly of derlgn parameters antl properly Ncomorate ih5 tle5gn Info the overdl
buildixl design. aracbs0 indloatetll5 to prevent buckling of lrstllvkiuol imssweband/or chord members only. Adtlllional temporary antl permanent bracng
MiTek'
9alwaya rogibI frn slab0lty antl to prevenlcdlapse with posside persorpl NJury and propeMdom�e. Fa generpl gultlmce regardrvl the
fabrbafkxl.storage. tlelNery. esect'on and brocln9 of lnrssesasstl imssyslems, seeAN51/tpli Ovafly CrMlb, DBB-0g and BC51 BUBd4i9 Component
59o4 Palle Easf BNd.
SeletykrlelmDlbN]vdio.. from Tnas Mate rrai'uufe. 218 N.lee Sheet. Sdte 312 PJexaMdo. VA 2z314.
Tanya, FL 33610
Job
Truss
Truss Type
Oly
Ply
T15212880
1550192-PSLP-5808
B02
Hip
1
1
Job Reference (optional)
Builders FirstSource, Fort Piece, FL 34945 ^ ^ f 8.220 s May 24 2018 MiTek Indu=stries, Inc. Sat
Scale = I to.8
5z6 = 2x4 II Sx8 =
5x6
17 16 15 14
3x6 11 5.8 = 20 II
6-60 11-6-9 2-6- 18-64 24-5-8 3&0-8
6-5-0 5-1-9 1-0- 5.11-11 5-11-0 8.7-0
Plate Offsets (X Y)--
14'0-3-0 0-2-71 16:0-6-0 0-2-81 113:0-2-8
0-3-01
LOADING (pst)
SPACING- 2-0-0
CS].
DEFL
in
(fee)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL)
-0.16
9-10
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.69
Vert(CT)
-0.33
9-10
>999
180
BCLL 0.0 '
Rep Stress [nor YES
WB 0.98
Horz(CT)
0.08
9
n/a
n/a
BCDL 10.0
Code FBC20177TPI2014
Matrix-SH
Weight: 223 lb FT=20%
LUMBER- '
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2 *Except*
3-15: 2x4 SP No.3
WEBS
2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4.0-4 oc purims,
except end verticals.
BOTCHORD Rigid ceiling directly applied or 5-11-0 oc bracing. Except:
10-0-0 oc bracing: 13-15
REACTIONS. (Ib/size) 17=1226/Mechantcal,9=1220/Mechanlcal
Max Horz 17=163(LC 12)
Max Uplift 17=-363(LC 12). 9-331(LC 13)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1448/995, 2-3=-1860/1421, 3-4-1803/1545, 4-5=-1563/1327, 5-6= 1563/1327,
6-7= 1407/1113,1-17— 1166/853
BOT CHORD 3-13=-141/275, 12-13-988/1482, 10-12-741/1209, 9-10=-743/1020
WEBS 2-16-768(701, 13-16= 997/1321, 2-13=-185/445, 4-13= 496/593, 4-12— 1581254,
5-12=-355/410, 6-12=-419/586,7-10=-90/346, 1-16-799/1238, 7-9=-1402/1053
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsF, h=15ft; Cat. 11; Exp C; Encl..
GCpi=0.18: MW FRS (envelope) and C-C Exterior(2) 0-1-12 to 6-5-0, Intedor(1) 6-5-0 to 12-10-8, EMedor(2) 12-10-8 to 21-4-5,
Inledor(1)'21-4-5 to 24-5-8, Extedor(2) 24-5-8 to 32-10-12 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) Provide adequate drainage to prevent water pending,
4) This truss has been designed for a 10.0 pst 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.Opsl.
6) Refer to girder(s) for truss to Russ connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 01=11b)
17=363, 9=331.
%%%�'\30use�4t' ���i
\ 34869
Julius Lee PE No.34869
Mrfek USA, Inc. R. Cert 6634
89M Parke East 8tvd. Tampa R.33610
Daze:
October 1,2018
Job
Truss
Truss Type
cry
Ply
T15212881
1550192-PSLP-5808
B03
Roof Special
1
1
Job Reference (optional)
Bulidei FlrSIJOUme, tort Haas, VL U`IV40
4x6
Sx8 =
2x4 II 3r4 = 5x8 =
5 6 20 7 8 21
18 17 16 15
3x6 11 3x4 = 5x8 = 2x4 11
Scale=1:61.6
22
11
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL.
in (roc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.82
Van( LL)
0.12 13-14 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.53
Vert(CT)
-0.2213-14 >999 ISO
BCLL 0.0
Rep Stress Incr
YES
WB 0.67
Horz(CT)
0.07 10 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
MalWeight:
2241b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc puffins,
BOT CHORD 2x4 SP No.2
*Except*
except end verticals.
6-15: 2x4 SP
No.3
BOT CHORD
Rigid ceiling directly applied or 5-7-9 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 18=1212/Mechanical, 10=1212/Mechanical
Max Horz 18=106(LC 12)
Max Uplift 18=-357(LC 12). 10-361(LC 8)
FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-1 S=-11461815, 2-3=-1472/1O11, 2-4— 1374/937, 4-5=-1377/1053, 5-6=-1790/1385,
6-7-1802/1392, 7-8=-1743/1357, 8-9=-1401/993, 9-10-11491896
BOT CHORD 16-17= 854/1218, 6-14=-277/322, 13-14— 1109/1743, 11-13=-743/l 176
WEBS 4-17=-243/303, 546=-545/333, 14-16-837/1327, 5-14= 729/1165, 743=-434/397,
B-13=-498/824, 8-1 1=-255/303, 9-1 1=-715/1180,3-17=-752/1165
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; CaL II; Exp C; Encl.,
,, ��1)S1
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 0-1-12 to 2-6-7, Interlor(1) 2-6-7 to 10-10-8, Exterior(2) 10-10.8 to 16-10-8,
,� �J.1
Intedor(1) 16-10-8 to 26-5.8, Extedor(2) 26-5.8 to 32-5-8, Inter-or(l) 32-5-8 to 32-10-12 zone; cantilever left and right exposed ;C-C
,�� .. G•.EIV g
for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60
�� �,�
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3486
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 girders) for buss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except 61=11b)
18=357, 10=361.
Q
8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.
,(�
��i�6`S; O R I 'D
Julius Lee PE No.34869
M111'ek USA, Inc. R. Cert 6634
69D4 Parke East8WL Tampa FL 33810
Date:
October 1,2018
®WARNING -VM#ydedemperemefexce.dREAD NOTES ON TH/SAND INCLUDED MIIEKREFERANCEPAGEMS-74"... IIAU42015eEFOREUSE
Design valid fa use only Win MITek& connectors, This design Is based only upon parameters shown. and Is for an Individual Wilding component, nor
�
a truss system. Before ace, the b llmrg designer must verify the appllcaWly of design parameters and properly Incorporate IM design Into the overall
bWdW design. &acing Indicated is to prevent bucMing of Individual bass web and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is alwaysrequlred for stability and to prevent collapse v4lh possible personal ln)ury and nfor edy damage. Ta generd guldonce regardlrg the
fobrkalbn.storage. delivery. erection and tracing of rmssesond husssysfems, seeANSM11 Quality Creado, DS114F and8C5I Bu7dhg Component
6904 Parke East Blvd.
Sooty NlormalbravcJlable from Truss Rate Institute. 218 N. lee Street. 9nte 31Z Alexandria, VA22314.
Terry., FL 33610
Job
Truss
Truss Type
Ory
Ply
T75212882
1550192-PSLP-5808
B04
Roof Special
1
1
Job Reference (optional)
Builders FirstSource, Fort Piece, FL 34M
6.00 r
3.4
6.LLV J IVICy C CV IO IVII1Cr, I,lYuau, , uat vap co
Scale=1:60.1
3x4 i
46 = 5x12 = 2.4 11 3.4 = 3x4 = 5x8 =
s e 7 o 9 10
22 21 20 19 25 26 18 17
3x6 It 5x8 = Gx12 MT20HS= 7.10 =3x8 11
7xto =
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI.
TC 0.81
BC 0.69
WB 0.96
Matrix-SH
DEFL. in (too) Well Ud
Vert(0.39 7 >999 240
Vert(CT) -0.71 17 >552 180
Hmz(CT) 0.11 12 n/a n/a
Attic -0.21 18-19 426 360
PLATES
MT20
MT20HS
Weight: 2431b
GRIP
244/190
187/143
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-5-6 oc purlins,
BOT CHORD 2x4 SP No.2 *Except*
except end verticals.
20-22,17-20: 2x6 SP M 26, 7-17: 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 6-3-6 oc bracing.
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 3-21,
4-23
4-19,4-23,6-18,16-18: 2x4 SP No.2
2 Rows at 1/3 pis 18-23
REACTIONS. (lb/size) 22=1577/Mechanical, 12=1393/Mechanical
Max Horz 22=72(LC 12)
Mar Uplift 22-45(LC 9), 12=-252(LC 8)
Max Grav 22=1705(LC 2), 12=1393(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2= 519/178, 2-3= 460/186, 3-4=-2431/522, 4-5= 1025/399, 5-6— 902/356,
6-7— 3080/966, 7.9= 3117/985, 9-10=-2481/1062, 10-11=-1461/695, 1-22=-1288/424,
11-12=-13521701
BOT CHORD 19-21=-42B/1695, 18-19--423/2201, 16-17=-464/495, 15-16=-887/2481, 13-15=-520/1245
WEBS 3-21=-2202/436, 3-19= 17/961, 4-19=0/467, 4-24=-1370/250, 18-23=-2369/1212,
6-23=-2339/1224,16-18=-552/3156, 6.16= 1053/2516, 9-16=0/810,9-15= 783/331,
10-15_ 455/1554, 10-13=-502/305, 1-21=-333/1131, 11-13=-555/1376, 5-24=-7/392,
6-24=-1231/153
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psk BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpl=O.18; MWFRS (envelope) and C-C Elrierior(2) 0-1-12 to 4-6-0, Inledor(1) 4-6.0 to 8-10-8, Exterior(2) 8-10-8 to 14-9-9,
Interior(1) 14-9-9 to 28-5-8, Exterlor(2) 28-5.8 to 32-10-12 zone; cantilever left and right exposed ;C-C for members and forces 13
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 400.0Ib AC unit load placed on the bottom chord, 11-0-0 from left end, supported at two points, 2-0-0 apart.
4) Provide adequate drainage to prevent water ponding.
5) All plalesare MT20 plates unless othervdse Indicated.
6) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will 6t between the bottom chord and any other members.
8) Ceiling dead load (5.0 psi) on member(s). 4-24, 23-24
9) Bottom chord live load (40.0 pso and additional bottom chord dead load (5.0 psi) applied only to room. 18-19
10) Refer to: girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upl III at joint(s) 22 except 01=11b)
12=252.
12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
0V1JUS1[Etp r..
34869
i
�1 /ONA%�
111111111111
Julius Lee PE No.34869
MRek USA Inc. FL Cert6634
89M Parke East Blvd. Tampa FL 33610
Date:
October 1,2018
Job
Truss
Truss Type
Oly
Ply
T15212883
1550192-PSLP-5808
B05
Roof Special
1
1
Job Reference a tional
Builders FirstSouroe, Fort Piece, FL 34M
6.220 a may 24 2016 MiTwk n iwoa,00, Mc.., ocy co e,. .
ID:OKJbFeldnbtsJ7lpVjiW mDyYolL-krGxnNBryCpCCYnOya9Zr35mOeGt77Mnov9716yYlgW
8.44
3-6-0 6-6-0 6-1 a 15.742 18.6-9 26-7-12 33-0-B
3-6-0 NNP4-8 7-3-8 2.1o.13 7.14 74-12
1-5-12 Scale=1:60.5
6.00 72 5x6 =
2x4
6x8 _ axis II
4 5 20
5x6 = 2x4 11 46 = axis =
6 7 8 9 21
19 1817 16 M 23 15 14
6x8 — 5x6 = 5x6 = SO 11
4x6 = 7x10 =
6-6-0 8-0-4 15-7-12 1&6.9 25-7-12 33-0-8
6-6-0 1-00-4 7-3-8 2-00-03 7-1.4 7-4-12
axe =
10
Plate Offsets(XY)--
f2:0-1-90-0-12] 13;0-2-120-1-12)
(8:0-3-OEdge1113:0-2-120-2-121116:03-80-4-121
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL.
in (lac)
Vdell
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.87
Vert(LL)
0.37 14-15
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.65
Vert(CT)
-0.7114-15
>554
180
BOLL 0.0 '
Rep Stress Incr YES
WB 0.99
Horz(CT)
0.06 11
n1a
n1a
BCOL 10.0
Code FBC2017/TPI2014
Matrix-SH
Attic
0.1415-16
629
360
Weight: 241 lb FT=20%
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
1-3: 2x4 SP M 31. 4-8: 2x6 SP No.2
BOT CHORD
2x6 SP No.2 *Except*
7-14: 2x4 SP No.3, 14-17: 2x6 SP M 26
WEBS
2x4 SP No.3 *Except*
5-16,6-15,13-15,9-13,10-12: 2x4 SP No.2
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-5-9 oc bracing: 12-13.
WEBS 1 Row at midi t 4-18. 10-12, 2-19
REACTIONS. (lb/size) 11=1383/Mechanical, 19=1515/Mechanical
Max Harz 19=89(LC 12)
Max Uplift 11— 353(LC 9), 19=-170(LC 9)
Max Grav 11=1383(LC 1), 19=1637(LC 2)
FORCES. (III) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-1538/484, 3-4-1687/491, 4-5=-2502/560, 5-6=-2526/574, 6-7— 3957/1167,
7-9— 3975/1186,9-10=-2513/971, 10-11=-1312/646
BOT CHORD 18-19=-401/968, 16-18=-504/1739, 15-16-579YL526, 7-13=-471/286, 12-13=-971/2513
WEBS 3-18=-205/1491, 4-18= 2010/147, 5-16-867/493, 6-15— 1639/912, 13-15= 648/3001,
6-13=-945/2246,9-13=-267/1613,9-12=-996/534,10-12=-1030/2731, 2-19= 1813/473,
4-16=-2462507
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2pst•, BCDL=5.Opsk h=15ft Cat. II; Exp C; Encl.,
GCp1=0.18; MW FRS (envelope) and C-C Exterlor(2) 0-1-12 to 9.6-0, Interior(l) 9-6.0 to 32-10-12 zone; cantilever left and right
exposed;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 400.01b AC unit load placed on the bottom chord, 12-0-0 from left end, supported Silvio, points, 2-0-D apart.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in at] areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bottom chord live load (40.0 psi) and additional bottom chord dead load (5.0 psi) applied only to room. 15-16
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except 6t=lb)
11=353, 19=170.
9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
%%%%"5 -1US, W
No 34869�;.
e 7t
"ON AL �� ���•
Julius Lee PE No,34869
MITek USA, Inc. FL Cert 6634
6904 Parke Fast Blvd. Tampa FL 33610
Date:
October 1,2018
Q WARNING -Verify Eedgnpammetercand READ NOTES ON THIS AND INCLUDEDUITEKREFEHANCE PAGE UP747amv. 104012015BUORE USE
�■�
Design vallb for use only YAM ViTek®connectors. this design M based only upon parameters shown. and Is (or an hxilAdual wilding component
a mess system. Before use. the Wick g designer must vorly the applicability of design fxuamefers ontl properly Incorporate Inh design Into the overall
bWtlIngdesign.&achOln atedistopreventbucMlWoflntlMdualhussweband/oreWTdmembersody.Admtionaltemporaryandpemanentbracing
MiTeW
k always re the
posscl Fx
tausollallnlWRINSWpertydomoge.
elivelryantltonand racing of mrss DSUP and Sanaeregardilg
foMcafbn storage, delivery. erection and bracing of
storage,truss systems.. DS&8➢an0 BW Eugdbrp Component
6904 East aNtl.
18 N. L s A..aU1P1r VAp 31C2aDu,
SahlybbnnafbnavUlade from Truss Hale InsilMe. 218 N. Lee Sheer.6Wfe 312 NexaMd¢ VA22314.
a,ParkaFL
Terrya, FL 33510
Job
Truss
Truss Type
Oty
Ply
T15212884
1550192-PSLP-5808
C01
Roof Special Girder
1
2
Job Reference (optional)
noon
SM-1104201
H Mf I-4 lnriiionwe Inc_ Sat SAP 2913:30:542018 Pace
eunaers Firsioource, run rroce, F=awwo
-1-0-0 3-7-8 64-8
9-1-8 11-4-0
----- - -.- ------------ -
ID:OKJbFextnbISJ7lpVjiWmDyYoIL-C2gJ?jCKjVx2EiMbWHgoOHe?a2dikaywOZuYgYyYlgV
14.7.8 16-4-2 22-8.0
1-0-0 3.7-8
2-9-0
2-&0 2-2-8
3-3-8 3-8-10 4-3-14
Scale = 1:42.2
4x6 II
6
3x8 q
8x14 MT20HS 1
2x4 4x12
5
6.00 12
7 8 9
4x6 i
4
n
3x4 i
e
3
4
8xl2 = 1813
19 1220 21 11 22 23 ST1.5x8 STP = iN
8x10 = 14TU26 3x8 II HTU268x14 MT20HS = HTU26 5x8 11
2
1
HTU26
HTU26 HTU26
0 5Y1.5x88TP=
17
16 15
2x4 II
6x8 = 3x4 It
3x6 _
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TP12014
CS].
TC 0.58
BC 0.61
We 0.96
Matrix-SH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
In (loc) I/dell Ud
0.28 12-13 >948 240
-0.50 12-13 >529 180
0.18 10 n/a n/a
PLATES
MT20
MT20HS
Weight: 316 lb
GRIP
244/190
187/143
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 "Except'
TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins,
7-9: 2x6 SP No.2
except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
2-15: 2x6 SP No.2, 10-14: 2x6 SP M 26
WEBS 2x4 SP No.3'Except'
9-10: 2x8 SP 240OF 2.OE, 14-16,6-13: 2x4 SP No.2
7-11,9-11: 2x4 SP No.1
REACTIONS. (lb/size) 10=6064/0-7-10, 2=3141/0-7-10
Max Harz 2=245(LC 8)
'
Max Uplift 10=-1792(LC 9), 2=-901(LC 8)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-6063/1656, 3-4=-6124/1694, 4-5— 11456/3226, 5-6= 909612517, 6-7= 9160/2537,
7-8=-10493/3023,8-9=-10493/3023, 9-10=-4982/1477
BOT CHORD 2-17=-1633/5307, 16-17=-1633/5307, 15-16=-89/310, 5-14=-947/3159,
13-14=2908/10187,12-13-4094/14794,11-12=-4062/14657, 10-11=-209/681
WEBS 3-16=-180/263, 4-16=-4332/1286, 14-16-1985/6705, 4-14=-1388/5064, 5-13=-2909/966,
6-13=-2147/7892,7-13=-7703/2233,7-12=.454/1847, 7-11=-4698/1228,8-11— 169/252,
9-11=-3115/10862
NOTES-
1) 2-ply truss to be connected logetherwith 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0.7-0 ca. 2x6 - 2 rows staggered at 0-9-0 no, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced root live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=i 60mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl.,
GCpl=0.18: MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water pending.
6) All plates are MT?O plates unless otherwise Indicated.
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 20.0psf 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 He uplift at joint(s) except Ql=lb)
10=1792.;2=901.
10) Use Simpson Strong -Tie HTU26 (20-10tl Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equlvalent spaced at 2-0-0 no max.
starting at 10-11-4 from the left end to 20-11-4 to connect truss(es) to front face of bottom chord.
,wO��VGIUSI�FF ���i
34869
"� • * • ir`
00,
.
I�I111111111�1,
Julius Lea PE No.34869
MRek lJK Ina FL Cmt 6634
6984 Parks East Blvd. Tampa FL33610
Date:
October 1,2018
®WARNING-Ven/y tleslgn paremefereantl REAL NOTE50N iR54NDINCLUGEG M1II]EKflEFFAANCE PAGEm4]4]]rev. 10/OYL0156EFOflE USER
Design volld for use onlywllh Mnett®connectors.7his design6bosetl oNyupon parameters shown, antlisfor an hxllNtluai bu0tlhxl componenf.rrof
e`
a buss system, Before use, the gilitllixl deslgrser must verify Ilse apoll_Uilty of design paramelersantl poperly Incomorate thus design Into the overall
bullNng design. &acing lntllcatetl is to prevent bucklln0 oflntlivltluol truss web and/or chord members only. Atldtllorwllemporary antl pennanenl braclrxl
•1�
M�IBk•
6 always required for stability and to prevent collapse with posse>le persrnwlln)uryantl wopeny danage. Forgeneral gultlance regardIng the
fobrkatbnl storage, delNery, erection antl bracing of busses antl buss systems, seeANSUlP71 C7/allty CrRarb, 05ad9 antl BCSI BuOtling Component
6904 Parke East BNtl.
sen wmrom,aeb,vvdlable hem r. Rare InstlNle. 218 N. Lee Sheer, sun. 312. Nexantl.a, VA 22"
Tempe, FL 33610
Job
Truss
Truss Type
Ory
Ply
T15212884
1550192-PSLP-5808
C01
Root Special Girder
1
2
Job Retarence (opt onaq I
Builders FirstSource,
Fort Piece, FL 34945
t1.22g s May 242018 MiTek Industries, Inc. Sat Sep 2913:30:54 2018 Page 2
ID:OKJbFexlnbtsJ71PVji W mDyYoIL-C2gJ?jCKjVx2EiMbW H90CHe?a2dlkaywOZuYgYyYIgV
LOAD CASE(S) Standard
1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-6=-54, 6-7=.54, 7-9=54, 2-15= 20, 10-14=-20
Concentrated Loads (Ib)
Vert: 18_ 1363(F) 19— 1373(F) 20-1192(F) 21=1200(F) 22— 1191(F) 23_ 1184(F)
® WARNWG-Verify dnefga parameters andREAO NOTES ON TNISANOWCLUOEO UREKREFERANCEPAGEMIP74TSmv. 1aNiYa15 BEFORE USE.
Design valid for use My With MITek® connectors. lNs design Is based My upon parameters shown and Is for an Individual buRtlkg component. net
a foss systym. Befae ace, the building designer must verly the applICONIN of design parameters and properly ARcogwrOle Ih5 design Into the overall
buildingdealgn. Wooing Indicated Is to prevent buckllrgOflydivdIdJIUswebard/or chord members only. Addllior hemp mr mdpermanentldacing
MiTek'
Is always requlredfor staWilly and to prevent collapse with possible personal injury and properly dame. For general gddmce regardnr; the
fabrication!storage. delivery, erection and bracing of lrussesand tusssysfems, seeANSI/Ml CualGyWaffa, OS94F and BMI Bugdhi, Comports 1
a904 Parke Eastabd.
astO
SafolymlOfmofbmvmlable tom Truss Rake InsltMe. 218 N. Lee Steel. Strife 312. Alexandra. VA 22314.
Tampa,lk
Job
Truss
Truss Type
Ory
Ply
T15212885
1560192-PSLP-5808
002
Roof Special Girder
1
1
-
Job Reference o tional
Builders Vrrstsource, Von Vlece, TL a WtO .__...._ "."""""""","•,,,`"•••""""•` ". '"".'""""
Scald=1:42.2
4x6 =
3.4 II
4 5
6.0D /2 NAILED
5x12 = 3N` = 2x4 I
f5i'�6 7 NAILED e
16 I^4
3i f 12
4x10 MT20HS = 11 19 t0 18 ST1.S. STP = o
2 6xB = 2x4 13x4 = NAILED 3x6 =
m 1 NAILED
o ST1.5x8 STP = 15 14
3x4 = 2x4 II
3x4 =
LOADING (psf)
TOLL 20.0
TCDL 7.0
BOLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress [nor NO
Code FBC2017/TPI2014
CS].
TO 0.47
BC 0.75
WB 0.47
Matrix-SH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (lot) Well Ud
0.20 11-12 >999 240
-0.3511-12 >762 180
0.11 9 n/a n/a
PLATES
MT20
MT20HS
Weight: 123 lb
GRIP
244/190
187/143
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 4-1-15
oc pudins,
BOT CHORD 2x4 SP No.2 *Except*
except end verticals.
4-14: 2x4 SP No.3, 9-13: 2x4 SP No.1
BOT CHORD Rigid telling directly applied or 5-11-13 oc bracing.
WEBS 2x4 SP No.3'Except*
WEBS
1Row at midpt 6-12
8-9: 2x6 SP No.2
REACTIONS. (IWsize) 9=816/0-7-10, 2=892/0-7-10
Max Horz 2=218(LC 27)
Max Uplift 9=-301(LC 9), 2= 320(LC 8)
FORCES. gb) - Max_ CompJMax. Ten. -All forces 250 gb) or less except when shown.
TOP CHORD 2-3=-1434/455, 3-4- 1571/549, 4-5=-1323/510, 5-6=-1486/536, 6-7-1888/683
BOT CHORD 2-15= 523/1210, 12-13=-393/1207, 11-12=-1098/3181, 10-11=-1087/3181,
9-10-683/1888
WEBS 3-15=-3621258,13-15=-533/1230,5-12=-274/815,6-12=-1925/773, 6-10=-1375/442,
7-10=-1311541,7-9-1921/693
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psft BCDLS.Opsf; h=150; Cat. II; Exp Ct Encl..
GCPI-0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise Indicated.
5) This truss has been designed for a 10.0 psf bottom chord live land 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 10011b uplift at joint(s) except Ut=lb)
9=301, 2=320.
8) "NAILED" Indicates 3-1 Od (0.148"4") or 3-12d (0.148"4.25") toe -nails per NDS guidlines.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B).
LOAD CASE(S) Standard
1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-5=-54, 5-6=-54, 6-8=-54, 2-14-20, 9-13-20
`11111111111j
O GENS.
I//JA* /Jp
Julius Lee PE No.34869
Mirek USA. Iftc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 1,2018
®WARNNG-Vedyydoslgnparamefsrsand READ NOTES ON THISANDINCLUDEDM1(REKREFERANCEPAGEN674TJmv. 1M3M15BEFOREUSE
Design valld for use only vAth MIIek conrectors. lhlsdesign Isbased onlyupon parametersshown,andlvforan Individual buNdIng component, not
a truss W3oTm. Before use, the bulidlng designer must ver fy the aWlicnbPity of dedgn parametersord properly Incorporate Mia design Into the overall
bulldingdedgn. Bracing lndlcatedlstoprevent buckling oflnalvldualhussweband/or chord membersody. Addlflonallempororyadpermonenibracing
MiTek'
Is always reaulred(or stability and to prevent collapse with possH%e personal injury and properly damage. For general gudance regarding the
6904 Parka East Blvd.
fabrication, storage, delivery, ereclfon and bracing of lasses and truss systems. seeANSUM11 Cualgy CrRmb, DS949 and BCS1 Building Component
Tanya, FL 33610
5ofety Nlomlafbnr'allade from I= Rate InstlMe. 218 N. lee Sheet. State 312. Nexandlta VA 22314.
JOD uum lv"
T15212886
1550192-PSLP-5808 CO3GABLE 1 1 ,-` -
Style = 1:42.0
5x8 =
ST1.5xa STP =
Sx8 = 6x8 =
M =
LOADING (par)
SPACING-
2-0-0
CS].
DEFL. in
(too) I/dell Ld
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.56
Vert(LL) 0.12
9-10 >999 240
MT20 244/190
TCDL y.0
Lumber DOL
1.25
BC 0.50
Vert(CT) -0.18
9-10 >999 160
BCLL 0.0 '
Rep Stress [nor
YES
WB 0.95
Hoa(GT) 0.05
8 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-SH
Weight: 128 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP N0.2
TOP CHORD
Structural wood sheathing directly applied or 4-8-1 oc puffins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3 *Except'
BOT CHORD
Rigid ceiling directly applied or 4-11-8 oc bracing.
7-8: 2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=903/0-3-8,2--875/0-7-10
Max Harz 2=265(LC 12)
Max Uplift B= 302(LC 13), 2=-304(LC 12)
FORCES. (Ile) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3= 1386/934, 3-4=-945/748, 4-5=-242/281, 5-6=-229/317
BOT CHORD 2-11=-995/1165, 10-11=-995/1165, 9-10=-1322/1765, 8-9= 1396/1852
WEBS 3-10_ 459/418, 4-10=-376/642, 4-6=-772/511, 6-10= 1029(724, 6-8=-1846/1405
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psp BCDL=5.0psf; h=1511; Cat II; Eyy C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Exterlor(2) -1-0-0 to 5-0-0, Intertor(1) 5-0-0 to 11-4-0, Extedor(2) 11-4-0 to 16-10-4,
Intedor(1)', 16-10-4 to 21-9-10 zone; Cantilever left and right exposed ;C-C for members and tomes & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI7rPl 1.
4) Provide adequate drainage to prevent water pending.
5) All plates are 2x4 MT20 unless otherwise Indicated.
6) Gable studs spaced at 1-4-0 Co.
7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at joint(s) except Qt=lb)
8=302, 2=304.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 581b down and 491b up at
18-11-4; and 1321b down and 91 lb up at 20-11-4 on top chord. The designtselection 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 (pit)
Vert: 1-4=-54, 4-5=-54, 6-7=54, 2-8=-20
Julius Lee PE No.34869
I USA, Inc. FL Cart 6634
6904 Paris East Blvd. Tampa FL 33610
Date:
October 1,2018
®WARNING-fRrUydeslynpammefer8=d READNOTES ON MIS AND INCLUDED NREKREFERANCEPAGEMLL7473ree. IM3AMPISBEFOREUSE
��-
Cosign valldfor use only WIhMlTeWsconnectors. This design is based oNy upon parameters shown, and is for an lntlMdual bonding componentnot
a imss system. Before use. the bulldog designer must verify the applicability of design parameters arul propeily Incorporate his design Into the overall
bUlding deslgn. Bracing Indicated Is to prevent buckllml of lrxllvktual trussweb and/or chord members only. Adtlilloml temp mW and M manentbrmlW
MiTek'
Is always regdredfor sfaWllly arW to prevent collapse with PossaNe personal injury and property damage. For general guidance regarding the
6904 Parke East Blvd,
fabrlcatlom storage. delivery. erection arty bracing of trusses and truss systems, W0ANSI/IPI1 Cuamy Crifeda, DS849 and SCSI Bu9dtur Componanl
Tarrya, FL 33610
SCMIy Inlormpfbrnvdlable fiom Truss Male Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314.
Job
Truss
Truss Type
Oty
Ply
T15212HH6
1650192-PSLP-5808
CO3
GABLE
1
1
Job Reference o tional
,. eer enn ao w.¢n.cv 9MN Pnnn 9
Builders FlrslSource, 1-011 Piece, 1-1- U4N4b ". a' i """^""""""""""""' —""�-- "-'--'-' ---- "
ID:QKJbFextnbtsJ7lpVjiWmDyYoIL-ddW SdkED?QJd595ABQDV?vFXBFgCxy2MiX7CRlyYlgS
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 21— 20 22= 97
Q WARNING- Vedtydeslgnpammeteraend READ NOTES ON MIS AND INCLUDED MTTEKREFERANCEPAGEW-7473me. itVMISBEFORE USE
Design valld for use only wllh MITeld connectors. TNs tle9gn Is based only upon parametersshown. and Is form Individual bul d 1ng component net
a tmssystem. Before use, the WIdng designer must wary the appllcobillly of design parameters and properly Incorporate this design Into the overall
bulldlrgdeNOn. Bracing Indicated Is to prevent bucklingofIndividual haswebandlorchord membersonly. Addillonaltemporary and permanentbracing
rs
MiTekc
h always required for stablllty and to prevent collapse with poslble personal him, and property damage. For general guidance renaming the
fabrk:atbn. storage. delivery, erection and bracing of fuses and truss systems, seeANSglpll CrmIM CrMrb, DS849 and SCSI BuRtl/ng Component
6904 Parke East BHd.
Saloy Ntolmoffomvollable from Truss Plate Institute, 218 N. Lee Street, Sidle 312, Mexandrla. VA22 14.
TaWa, FL 33610
Joe ,.., m - .
T15212887
1550192-PSLP-5808 C04 Common 4 1
Job Reference (optional)
LOADING test)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2017/TPI2014
REACTIONS. (Ib/size) 2=886/0-7-10, 6=886/0-7-10
Max Horz 2=122(LC 11)
Max Uplift 2=-319(LC 12), 6=-319(LC 13)
Scale=1:40.4
46 =
CSI.
DEFL. in (fee) Vdefl Ud
PLATES GRIP
TC 0.50
Ved(LL) -0.10 8-10 >999 240
MT20 244/190
BC 0.57
Vert(CT) -0.18 6-8 >999 180
WE 0.28
Horz(CT) 0.04 6 n/a n/a
Matrix-SH
Weight: 104111 FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins.
BOT CHORD Rlgld telling directly applied or 7-0-6 oc bracing.
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3_ 1386/902, 3-4=1221/890, 4-5=-1221/890, 5-6= 1386/902
BOT CHORD 2-10=-666/1169, 8-10=-305/785, 6-8= 691/1169
WEBS 4-8= 319/474, 5-8=-280/403, 4-10= 319/473, 3-10=-280/403
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Exlerior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-4-0, Extedor(2) 11-4-0 to 17-4-0,
Interior(l) 17-4-0 to 23-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 pst bottom chord live load nonconcument 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, with BCDL = IO.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=319, 6=319.
♦�� G.E N S i
34889
411
Julius Lee PE No.34869
MITekUS& Inc. FL Cart 6634
6904 Parka East Blvd. Tampa FL 33610
Date:
October 1,2018
Q WARNING -Ved/y Eesignpemmetmand REAONOTES ON TH/SANORyCLUOEO AMKREFERANCEPAGEM1F7475rev. f0/03O015BEFOREUSE
Design vaild for use adywilh MIIelg connecfors. This design 6 based only upon paromeaasshown, and Is form Individual bottling component, not
��-
aft. system. Before use, me bWidln t designer musf verify the opplicablllly of design paramefersand properly Incorporate thisdeslpn inlo the overall
bdidegdesign.Machu Indicated! lstopreventbucklingofkrtlMdualfmssweband/or chord members only. AtltllllonalfemporaryantlpermaneNbraclrg
MiTek'
Isalways required for stabillly and to prevent collapse with posslbie Me l hlury and FaOParry damage. For general guidonceregarding the
laNk Lion,storage,delNery.erectionandbracingoflms andbusssystems,seeANSWPII awl Critelli, OS94F and SCSI Bu00mg Component
VA 22514.
6904 Parke East aNtl.
Tama, FL 33610
Safety lnfonnalblgvallable from buss Rate Institute, 218 N. Lee Street. Suite 312, Alexerada.
Job Truss Truss Type GN Ply
T15212888
1550192-PSLP-5808 C05 Common 1 1
Job Reference(optionah
Builders FirstSource, Fort Piece, FL 34945 8.220 s lay ---MiTek IndusVies, Inc. Sat Sep 2913:30:59 2018 Page 1
ID:OKJbFextnbtsJ7lpVIiW mDyYOIL-Z?eC20GTX2ZLKTFYJfGz6KLt23LW P?7fAgcJW my)'Ig0
11d-15
-t-ap Stt-0 11.0Y i 2 to&12 Y2-&0 23-e0
4ap Stt-0 Bata 0 5 5-a13 541.4 4 P315 Scale = 1:40.8
4x6 _
3x6 =
LOADING (psf)
TOLL 20.0
TCDL 7.0
BOLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSL
TO 0,54
BC 0.57
W B 0.33
Matrix-SH
DEFL. in
Vert(LL) -0.10
Vert(CT) -0.18
Horz(OT) 0.04
(too) Well Ud
8-10 >999 240
6-8 >999 180
6 n1a n/a
PLATES GRIP
MT20 244/190
Weight: 1041b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-7-12 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-8-9 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=886/0-7-10, 6=886/0-7-10
Max Ho¢ 2=122(LC 11)
Max Uplift 2=-319(LC 12), 6-319(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1386/966, 3-4-1221/947, 4-5— 1221/947, 5-6=-1386/966
BOT CHORD 2-10=-744/1169, 8-10=-303/785, 6-8=-739/1169
WEBS 4.8=-372/474,5-8=-280/452, 4-10— 372/473, 3-10=-280/452
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Inledor(1) 5-0-0 to 11-4-0, Exieflor(2) 11-4-0 to 19-9-13.
Interior(1) 19-9-13 to 23-8-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactlons shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • 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.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at jolnt(s) except Ot=lb)
2=319, 6319.
`.%%%Sp lUS1(F�
* —
I( //
'811111115`-
Jullus Lee PE No.34869
MrIek USA, Into. R. Cert 6634
6994 Parl sEast Blvd. Tampa FL 33810
Date:
October 1,2018
®WAFNING-Varlly design perdmererc antl NEAP NOTES GN THS AND INCLUOEp MREKREFENANCEPAGEMIf-T4TJrev. tdNaQ015eEFORE USE,
50Mn'
Design valid for use oNy with Mliel� connectors. ihls based ordyupon par0melers strowrt antl is fa m NdlNtlual butltling compo�nt. rpi
a eus sysi?�m. Betorethe bWlUlrx)deyg-'must v5 the apPlkatdlN oftlesign ParOmefersrntlpfopeny Incorporate Ih'design Into the overall
bugdirg design. &acing in"'m-c'n'preventtwckllrq ofindMtluai huss web and/or cfnrtl members oNy. Addlaorwl temporary antl permanent bracing
MiTek'
'always requlretl for stability antl to prevent collapse wllh possible persorwllnjury and property tlan�e. For general guWonce regartllrxl the
fabrk-otbn storage. dolNery. erecllon antl bracing o/irussesontl imssrystems, seeANSUIPII Oua/tly ClRalb, OSad9 antl BC51 BUOCdrg Componen/
6904 Parke East eHd.
Soretylnfannofblgvtllable ham truss Plale Iasi 21aN. Lee Street. 9ulte 312 Nexarxitla VA22314.
Ta FL 33610
nPs
Job
Truss
Truss Type
Cry
Ply
T75212889
1550192-PSLP-5B08
C06
Hip
1
1
Job Reference (optional)
Builders FlrslSource, Fort PIOCO, FL 34945 nay c-r cu io nn,vn,uuuau==„r.c.
5XB = Scale =1:44.6
4x6 =
ST1.5x8 STP = " ST1.Sxe STP =
5 v 2x4 dx6 4x6 3x6 =
3x6 =
3-1-10 9041 i&8-0 19.6.6 22-8-0
3-tan seas 4-6-0 5.10-6 3-1-10
Plate Offsets (X,Y)-
12:0-2-12 0-1-81 )3:03-10 Edae7
15:0-6-D O-2-81 18:0-3-10 Edger 19:0-2-12 D-1-81
H3:0-0-0 0.3-07 f 17:03-8 03-01 118:Edge
0-3-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (roc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
Ved(LL)
0.24 16-17
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.90
Verl(CT)
-0.38 16-17
>695
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.37
Horz(CT)
0.26 9
n/a
n1a
BCDL 10.0
Code FBC2017fTP12014
Matrix-SH
Weight: 119 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc pudlns.
BOT CHORD RlgId calling directly applied or 3-11-1 oc bracing.
WEBS 1 Row at midpt 4-16.7-14
REACTIONS. (lb/size) 2=886/0-7-10, 9=BB6/0-7-10
Max Holz 2=99(LC 11)
Max Uplift 2=301(LC 12), 9=-301(LC 13)
FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 887/683, 3-4- 2824/2061, 4-5= 1392/973, 5-6=-1194/973, 6-7=-1393/971,
7-8=-2823/2052, 8-9=-BB8/6B6
BOT CHORD 2-19=-461/642, 18-19= 461/642, 17-18= 233/370, 3-17=-1375/1904, 16-17=-1838/2562,
14-16=-610/1194,13-14=-1822/2560,8-13= 1364/1903,12-13=-230/370,11-12- 456/642,
9-11=-456/642
WEBS 4-16=-1388/1241, 5.16=-122/349, 6-14=-131/350, 7-14=1387/1236, 7-13=-153/590,
4-17=-156/591,8-11=-488/348,.3-19=-488/351
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psh BCDL=5.Opsf; h=15f ; CaL 11; Exp C; Encl.,
GCpi-0.18; MW FRS (envelope) and C-C Exlerlor(2) -1-0.0 to 5-0-0. Inledor(1) 5-0-0 to M-0, Extedor(2) 9-0-0 to 2243, Intedor(1'
22-4-3 to 23-" zone; cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 100 lb uplift at )olnt(s) except Gt=lb)
2=301, 9=301.
i
34869 '
Q �
-a i_ I �GI j;, j nl a =
'•�Illllll••-
Julius Loa PE ND.34869
MITek USA, Inc. FL Dert 6634
6904-Parke Fast BIA Tampa R.33810
Data;
October 1,2018
Q WARNING -Verily declgnpnmerelers end REAONOTES ON MIS AND INCLUDED MIAEKREFERANCEPAGEM0.7473... ID MUNISBEFORE USE.
Dedirn valld for use only WIh MITedi) connectors, Ns dedgn h based only upon parameters shown, and Is for an ksdlvidual Wilding component, nor
a this system. Before use, the building designer must verify the appllcabillly of design parameters and properly Incorporate this deslpn Into the overall
burldigdesign.Brachi, Indicated is to buckling of Indlvklual tmesweb and/or chord members only. Addltlonol temporary and permanent bracing
KWIC
prevent
is always required for stability and to prevent collapse with tomseNe personal injury and property domage. For general guldonce regarding the
6904 Parka East Blvd.
fabdcatbn.' storage, delivery, erectian and bicatmg of trusses and truss systems, seeANSUTPII Quality Crteda, DSS-89 and SCSI Su9dM9 Component
SatetyNbrtnofblgvdloble from Russ Plate Institute, 218 N. Lee Street suite 312, Nexondmla. VA22114.
TaWa, FL 33610
Job
Truss
Truss Type
cry
T15212890
1550192-PSLP-5808
C07
Hip Girder
1
�72
ob Reference o tional
BUllders Frrsl60UI Fort Mace. l-L 34V4b
5.220 a 1242013 m., oia.....N.G.,^„
---,- --^ ------,-
ID:OKJbFexlnbtsJ7lpVjiWmDyYoIL-_AJLgSlMgz Bwz7_zpgiuOgGHCcMr6sogz65yYlgN
-10 7-0-0
11.4.0
15-8-0 19-6-6
22-M 23-8-0
1-0-0 3-1-10 a-10-6
4-4-0
4-0.0 3-1"
3-1-10 1-PO
Scale=1:41.7
NAILED
Special
4z6 =
NAILED
Special
NAILED
3x4 =. NAILED 4z6.-
5
21
6
22 7
6.00 12
3x4 G
3x4
8 0
q
3
a7
2
10
�3
Hf 7.10 = �17
23
24 25
16 15
if 19 6
Sz8 -
NAILED
NAILED
3z4 = 5x8 =
,
13 12
STI.4ASTP=20 19 Special
Special
ST1.Sx8 STP=
3x4 = 2x4'11 3,6
NAILED
NAILED
3.4 =
dz8 -Sx8
//
2x4 II
3-1-10 7-0-0
is -so
19-66
22-8-0
3-1-10 3-10-6
8-8-0
3-10.6
3-1-10
Plate Offsets (X Y)--
114'0-0-0 0-2-01 118'0.3-8 0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL In (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL) 0.26 15-17 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.96
Vert(CT) -0.38 15-17 >689 180
'
BCLL 0.0 '
Rep Stress Incr NO
We 0.27
Horz(CT) 0.18 10 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-SH
Weight: 237 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins.
BOT CHORD 2x4 SP No.2'Excepl•
BOT CHORD Rlgld ceiling directly applied or 8.1-14 oc bracing.
18-19,13-14: 2x4 SP No.3. 3-16,9-16: 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=172610-7-10, 10=172710-7-10
Max Horz 2=-79(LC 25)
Max Uplift 2=-876(LC 8). 10=-876(LC 9)
FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-2675/1338, 3-4=-5744/3001, 4-5=-4017/2069, 5-6=-3652/1936, 6-7=-3655/1914,
7-8-402012046, 8-9=-5748/2925, 9-10- 2677/1345
BOT CHORD 2-20=-1141/2214, 19-20-1181/2280, 18-19=-1034/2010, 3-18=-2454/4662,
17-18=-2675/5101, 15-17- 2109/4026, 14-15= 2536/5104, 9-14=-2327/4665,
13-14= 974/2011,12-13=-1114/2282,10-12=-107612215
WEBS 4-17=-1545/907, 5-17=-633(1390, 6-17= 511/429, 6-15=-508/426, 7-15=-629/1391,
8-15-1546/861, 4-18= 482/999, 3-20=-351J210, 8-14= 446/1000, 9-12= 352/203,
3-19=-2488/1294,9-13=-2490/1218
NOTES-
1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows:
Top chords connected as follows: 20 -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.
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 (8). unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GOpl=0.18: MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other Ilve loads.
7) . This truss has been designed for a Ilve load of 20.0psl 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=1b)
2=876. 10=876.
9)'NAILED' indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NOS guidlines.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)119 lb down and 1691b up at
7-&0. and 119lb down and 169 lb up at 15-8-0 on top chord, and 428 lb down and 2571b up at 7-0-0, and 428 lb down and 257 lb
up at 15-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
%%0-iiuS1[F
GENS. ��i
34869
1. * n
0 R
Jullus Lee PE ND.34869
MRek USA, Inc. FL Vert 6634
6904 parka East Blvd. Tampa R.33610
Date:
October 1,2018
Job
Truss
Truss Type
Oty
Ply
T15212890
1550192-PSLP.5808
C07
Hip Girder
1
2
Job Reference (optional)
Builders Flrst5ource, Fort Piece. FL 3494b o.ccv a nmy 24 ca,o ,n„cn �r. US65, ,,.....•....=y
ID:OKJbFextnbtsJ7lpVjiWmDyYoIL-_aJLgSlMgz By 7_zpgimQgGHCcMr6sogz65yYlgN
LOAD CASE(S) Standard
1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plt)
Vert: 1-5=-54, 5-7= 54, 7-11=-54, 2-19= 20, 14-18=-20, 10-13=-20
Concentrated Loads Qb)
Vert: 5=84(B) 7=-84(8) 16= 80(B) 17=-428(B) 6— 169(B) 15=-428(B) 21=-84(B) 22= 84(B) 23=-80(13) 24=-80(B) 25=-80(B)
®WARNING. Vedfydes/gnparmehvsand READ NOTES ON THISAND INCLUDED MMISKREFEIMAICEPAGEM1474"mi, IMMO1SBEFOREUSE
■R
Design valid foruseonlywlih MBelseconneclors. IDisdesgn is based onlyupon paromemmshown,andhform individual Wildig component, not
atranssystem. Beforeuse, the bullring designer must ver the appllcablily ofdesign paramotelsand properly, Incorporate Ihbdesign Intothe overall
bUldngdeslgn. EtraclnnIndicated IStobuckling oflndMdualfruavieband/or chord membersody. Addltlon011emporaryantlpelmanenibraclrg
■.Y®�■]
MiTek'
Prevent
halways mcidred fw stabllly and to prevent collapse with possible personal In1uryantl properly damme. For general gWdance regardlg the
fabrkallan:storage, caltvary, erection and beldrg of tweesond Was systems. seeANSUIPII OuaNy Cdfedo, DSB49 and SCSI Bugdtng Component
6904 Parke East Blvd.
SaNtyfnbnnafbnrvdbble #am lms %ale Inslllute. 218 N. Lee Street. Wte 312. Alexcama, VA 22314.
Tairya, FL 33610
Job Truss Truss Type cry Ply
T15212891
1550192-PSLP-5808 CJ1 Corner Jack 18. 1
_ Job Reference (optional)
Builders FirstSource, Fort Piece, FL 34945 8.22g s May 24 2018 MiTek IntlusVies, Inc. Sal Sep 29 13:31:03 2018 Page 1
ID:OKJbFextnbtsJ7lpVjiW mDyYoIL-Smf uoJ_bG3np4YJYgKvFAViZggFUEF5SaXfXyYIgM
4-0-0 1-u-u
OO 1-0-0
Scale = 1:7.0
2x4 =
ST1.Sx8 STP=
Plate Offsets (X Y) [2:0-1-4 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. In
(loc) Vdefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.12
Vert(L-) -0.00
2 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.01
Ven(CT) -0.00
2 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a WE
BCDL 10.0
Code FBC2017frP12014
Matrix-P
Weight: 5Is FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 oc puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=-8/Mechanlcal, 2=125/0-7-10, 4=9/Mechamcal
Max Harz 2=44(LC 12)
Max Uplift 3=-B(LC 1), 2=-63(LC 12)
Max Grav 3=18(LC 8).2=125(LC 1), 4=1 B(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown
NOTES-
1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15fC Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
,'k1111111111"1'
,0\.Ius L�F
34869
.13
RX
ONALE `��
�U1p n ��
Julius lea PE No.34869
MITek USA, Inc. E. Cert 6634
6904-Parke East Blvd. Tampa FL 33610
Data:
October 1,2018
® WARNING-VertlydestgnparameremanLREADNOTES ON THIS AND WCLUDEDM/TEKREFERANCE PAGE ARP7473rev. IoV=0155EFORE USE
Design void for use only with MBek®connectors: lh6 design b boxed oNy upon parametersshown, and h loran hidlNdual WYding comnonent, not
a truss system. Before use, the bullding designer must verify the oWlicab0lty of design Parameters and properly h corDarate 1W design info the overall
bulldlrgdeslgn. Bracing Indicated is to Prevent buckling oflndlvidual trussweb and/or chord members only. Addiilonaltemporawandpermanenitormirg
MiTek'
Is always reaulred for stablllty and to prevent coitapse with p,cdofe personal in]ury and property clamWe. For general guldonce regarding the
fabrication:, storage, delivery. erecllon and Inswing of Musses and truss systems, WeANSYM11 Quality Ctrorb, DSBd9 and BCS1 Building Component
6904 Parke East Blvd.
Safety/ nfmmsmolavollable from inns Rate Institute. 218 N. tee Sheaf. Sidle 312. Nexondtla, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qly
PIY
T15212892
1650192-PSLP-5808
CJ3
Corner Jack
12
1
Job Reference o tional
Builders FirstSource, Fort Piece, FL 34945 8220 a May 24 2018 MI Iek industries, nic. ear any ce 13.31.04 2c,a sae= ,
ID:QKJbFextnbtsJ7lpVliW mDyYolL-wzR557JCMaBeQE7W5Or8oO2pU49Q4KUOJ6J4BryYIqL
3.0-0 _
3.0.0
Scale: lr=I'
2x4 =
STI.5xB STP =
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (too) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.17
VertI CL) -0.00 2-4 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.08
Vert(CT) -0.01 2-4 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WE 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: ll lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/slze) 3=53/Mechanfml, 2=186/0-7-10, 4=26/MechanimI
Max Horz 2=92(LC 12)
Max Uplift 3=-63(LC 12), 2= 71(LC 12)
Max Gray 3=53(LC 1), 2=186(LC 1). 432(LC 3)
FORCES. (Ib) - Max Comp.lMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLU5.Opsf; h=15ft; Cat II; Exp C; Encl.,
GCpi=0.1B; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
�348/699/�
tl t V. I //� n /I 6 / • ! LT• �
Jullus Lee PE No.34869
Mfrek USA Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Dale:
October 1,2018
A WARNING. Vedlydectgnparametarc and READ NOTES ON MS AND INCLUDED MNEKREFERANCE PAGE M&7473 ev. la=015 BEFORE USE
Design valld for use only v.41h MITeks0connoctors. This design h based only upon Parameters shovm, and Is form IndINdual building component, not
a truss system. Before use, the buiding designer must vent' the applicanally of design parameters and properly Incorporate this design Into the overall
bUldingdoslm. Bracing Indicated! is to prevent buckling of Indlvldual imssweb and/or chord members only. Addlllonalferrporaryandpermanent bracing
�B
Welk'
Is always Foal (or stabillty aIW to prevent collapse with poslble personal inpny and properly dasnage. For general guidanceregardext the
6904 Parke Easl Blvd.
fabricatlon;storage. dellvery. erecfionand bracing of truces and trus systems. seaANSVIPI1 Qua,pyC,DaM, DSB49 and SCSI SuBding Component
Tarnpa, FL 33610
SaMy Mran ationavaliabie from Truss Rate Institute. 218 N. Lee Steel. 5ulte 312 Alexandda, VA 22314.
Job
Truss
Truss Type
Oty
PIY
T75212893
1550192-PSLP-5808
CJ4
Comer Jack
1
1
Job Reference o Donal
Builders FrslSource, Fort Piece, FL 34945
2.4 =
500
8.220 s may 24 em o Mien nmuaurey uw. Be, Sep 2e M31:05 2. ,., roe= ,
ID:OKJbFexlnbtsJ7lpVji W mDyYoIL-09?TJTKE7 W V20iif5MNKbbrcUSFpnkYYm3e)OyYIgK
scale=1:17.0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
In
poc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.72
Vert(LL)
-0.03
1-3
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.29
Vert(CT)
-0.07
1-3
>863
160
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00
2
n/a
We
BCDL 10.0
Code FB02017frPI2014
Matrix-P
Weight: 16lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=180MMechanical,2=132/Mechanical,3=49/Mechanlcal
Max Horz 1=124(LC 12)
Max Uplift 1=44(LC 12), 2=-132(LC 12)
Max Great 1=180(LC 1). 2=132(LC 1), 3=98(LC 3)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except When she=.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TOOL=4.2psf; BCDL=5.Ops1; h=151t; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1 except Qt=lb)
2=132.
. Se�EICG��i
O E N
�q 34869
IGn*-pA,
Julius Lee PE No.34869
MITek USA, Inc. R. fart 6634
6904 Parke East Blvd. Tampa FL 33610
Dam:
October 1,2018
Q WARNING- Verify design Patamaters antl READNOTES ON MIS AND INCLUDEDMREKREFERANCEPAGENLL7473res,. 1"MISBEFOREUSE
Design wild for use only vAth MlTekO connectors, lyds design Is based only upon parameters shown. and Is for an hdMdual Wilding component, not
��
a buss system. Before use. Iho bdlding designer must wetly rise appllcablllN of design parameters and papally Incorporate Ihk design Into fire overall
WOdirxldeslgn.&acing Indicated is to Wck11W of lndlvklual tiussweb and/or chord members only. Additiomitempbfoymdmmamntdmlrxl
MiTek'
prevent
Is always required for stadliy and to prevent collapse Win possible persoml Nfwy and propedy carnage. For general guidance regarding the
robk:allon: storage, delivery, erection and bracing of trusses and truss systems, saoANSy7Pl1 Ouohly Crdedo, DS8-09 and BCSI BuBOhag Component
6904 Parke East Blvd.
Sp/etybrradnallalWalobie Rom Truss Plate Instuve, 218 N. Lee street, Suite 31Z Alexandd¢ VA22314.
Tawa, FL 33610
Job
Truss
Truss Type
cry
Ply
T75212884
1550192-PSLP-5808
CJ5
Corner Jack
1
1
Job Reference (optional)
Builders RrstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MITek Ind as, Inc. Sal Sep 29 13:31:06 2018 Page 1
ID:OKJhFextnbtsJ7lpV)lNmDyYoIL-sLZrWpLsuBRMgYHuDpuctp72cuo YE_hnpoBFsyYlgJ
-1-0-0 5-0-0
ao sae
3x4 =
ST1.5x8 STP =
6 0.0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
In
(loc)
Well
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
.0.03
2-4
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.26
Vert(CT)
-0.05
2-4
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
Na
Na
BCDL 10.0
Code FBC2017/I'PI2014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/slze) 3=115/Mechwlcal, 2=252/0-7-10, 4=46/Mechanlcal
Max Horz 2=142(LC 12)
Max Uplift 3=-122(LC 12), 2=-85(LC 12)
Max Grav 3=115(LC 1), 2=252(LC 1). 4=92(LC 3)
FORCES. (I e) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
Scale=1:19.2
PLATES GRIP
MT20 2441190
Weight: 18lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins.
BOT CHORD Rigid celling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=151t; Cat. II; Exp C; Encl.,
GCpl=0.1,8; MWFRS (envelope) and C-C Extedor(2) 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) • 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b Uplift at joint(s) 2 except Qt=1b)
3=122.
%,%1.IUS� (FlpOi�i
OE
• NG 34869
Julius Lee PE No.34969
MRek USA, Inc. R. Cert 6634
69M Parks, East Blvd Tampa FL 33610
Oats:
October 1,2018
®WARNING- Veredesfgapammfem.dREAD NOTES ON THXMDWCLOD£DMNEKREFERANCEPAGEMlF7473mx 1":201SHEFORENSE
*�
Deslgn valid for use only with MITeM connectors. TNs design Is basetl only upon pofomelers shown and is for an IndIAdaal building component, not
a truss system. Before use. the building desgner must verity the apPllecohly of design pawmefers anal propery incoiporate this design Into the overall
building design. Bracing Indicated Is to buckling of Individual nus web and/or chord members only. Addlllonal femporary and permanent braclrg
MiTek'
prevent
baiways required for stablllty and to prevent collapse with possible personal hury and property dam For general guidancererfarding the
fabfkgflom storage, delivery. erection and bracing of hussesand nusssystems, seeANS&VIi Quafly Cfllofb, DSB.89 and SCSI BugCdfg Compononl
6904 Perks East Blsd.
Sebtyln/ofmatbllwdloble from Truss Rate Inslitute. 218 N. lee Sheet. Suite 312. Alexandra, VA 22314.
Tarry., FL 33610
Job
Truss
Truss Type
Oty
Ply
T15212895
1550192-PSLP-5B08
CJ11
Corner Jack
2
1
Job Reference o tional
Builders FirstSource, Fort Piece, FL M45 8.220 a May 242018 MlTek Industries, Inc. Sat Sep 2913:31:03 2018 Page l
ID:OKJbFexmbtsJ7lpVji W mDyYolL-SmquoJ_bG3np4YJYgKvFAVgSggFLtEFSSaXfXYYIgM
1-D-0
� 1-0.0
Scale =1:7.0
2x4 =
ST1.5xs STP =
Plate Offsets (Y Y)—
11:0-1-4 Edgel
LOADING (psi)
SPACING- 2-0.0
CSI.
DEFL. In
(too) Well L/d
PLATES GRIP
TCLL 20.0
Plate Grp DOL 1.25
TC 0.02
Vert(LL) -0.00
1 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.01
Vert(CT) -0.00
1 >999 180
BCLL 0.0 '
Rep Stress [nor YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 3lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 oc purins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=34/0-7-10, 2=25/Mechanical, 3=9/Mechanical
Max Horz 1=26(LC 12)
Max Uplill 1= 7(LC 12), 2=-26(LC 12)
Max Grav 1=34(LC 1), 2=25(LC 1), 3=18(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Ops$ h=15it', Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) 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) This truss has been designed Iola 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1, 2.
`,111111111/l1j'?I
(FF
34869
i
��i tCsi O R 1 O•��\,��
�Ilnnnull
Julius Lee PE No.34869
MRek USA, Inc FL Cart Ti634
6904 Parke East Blvd. Tampa FL 33510
Date;
October 1,2018
Job
Truss
Truss Type
Oty
Ply
T15212896
1550192-PSLP-5808
CJ31
Corner Jack
2
1
Job Reference Loptionall
Builders Fustsource, Fort Piece, FL'3494b
2x4 =
3-ao
viay c-r ev io nn,�n nrvmuico, rw. .,.....oY
ID:OKJbFextnbtsJ7lpVji W mDyYolL-09?TJTKE7 W V20iif5MNKbbzW U VTpnkYYm3ejOyYlgK
Scale: 1'=1'
LOADING (pat)
SPACING- 2-0-0
CSI.
DEFL. in
(too) Hall Ud
PLATES GRIP
TCLL 20.0
Plate G 1p DOL 1.25
TC 0.22
Vert(LL) -0.00
13 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.09
Vert(CT) -0.01
1-3 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a rVa
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 101b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-0.0 oc puriins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid celling directly applied or 10.0-0 oc bracing.
REACTIONS. (Ib/size) 1=103(0-3-8, 2=75/Mechanical, 3=28/Mechanical
Max Herz 1=74(LC 12)
Max Uplift 1=-23(LC 12), 2=-77(LC 12)
Max Grav 1=103(LC 1), 2=75(LC 1), 3S6(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
3) ' This truss has been designed for a Ilve 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s)1, 2.
0��1 �USr (E
34869
•�I
-s'"'ONALE� .�`�,,,
Julius Les PE Nd.34869
MITek USA, Inc. R. Dert 6634
6904 Parks East Blvd Tampa FL 33610
Date:
October 1,2018
Job
Truss
Truss Type
Ory
Ply
T75212897
1550192-PSLP-6808
CJ51
Corner Jack
4
1
Job Reference (optional)
,lu iaers rnstSource, ran VIOCe, rL ZVT 9
2.4 =
STI.5x8 STP=
Scale=1:19.2
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Udell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.24
Vert(LL) 0.03
6 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.30
Vert(CT) -0.03
6 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
5 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-R
Weight: 21 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling dlrectlyapplied or 10.0-0 oc bracing.
REACTIONS. (lb/size) 4=86/Mechanical, 2=26810-7-10, 5=86/Mechanical
Max HOM 2=142(LC 12)
Max Uplift 4= 76(LC 12), 2= 77(LC 12), 5=-17(LC 12)
Max Grav 4=86(LG 1), 2=268(LC 1). 5=110(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl.,
GCpl=D.18; MW FRS (envelope) and C-C Exterlor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4, 2, 5.
wr(F�
1.lUS
NA 34869
* A* i10 . *
A`i
Julius Lee PE No.34869
MRek LIK Inc. R. Cert 6634
6904 Parke East BIATampa FL33610
Data:
October 1,2018
A WARN0IG- Verify 4estgnpammefers endf? ADNOTES ON TNISANO WCLUD£O MMEKREFERANCEPAGEMIP7473 rev. fUNffi2015BEFOREUSE
valld for use only Win MITeM connectors. this design Is based only upon parameters shovm and Is for an individual buflding component not
IMF
a teas system. Before use. the balding designer must verily the appllcablllly of design parameters and properly hrcowrate this design Into Iho overall
building design. &acing Indicated is to prevent buckling of Individual truss web anci/or chord members only. Addltlonal temporary and permanent bracing
MiTek'
b and toonn wliss possmle
e. ForDgSeBn89
peaydaQualiticasib,
yOfiVono.nrdelivery,
storage,and bracing of trunsystems.Component non/
torage. weANSYNIIand BCSIBUMV
6904 Eosl Blvd.
Sfaaab/lerwkfyaa
hom Truss Plate InIMe. 218 N. Lee Street. sale 312. Alexandre. VA22314.
Tanya, FIL 33610
Job Truss
Truss Type
Ory
PIY
T15212898
1550192-PSLP-5808 D01
Hip Girder
1
2
Job Reference Loptionalf
Builders HrstSource, von vises, rL aasRa
8x14 MT20HS i
and MT20HS
5
Scale = 1.46.1
)e
ST1.5x8 STP= HTU26 HTU26 V HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 ST1.5x8 STIR=
Ax12 G 412 II 8x14 MT20HS = 012 II 4x12.1
HFU26 HTU26 HTU26
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL. In
(lot) Vdefl Ud
PLATES
GRIP
TCLL 20.0
Plate Grlp DOL
1.25
TO 0.88
VerIL-) 0.25
8-9 >999 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.73
Ved(CT) -0.49
8-9 >611 180
MT20HS
1871143
BOLL 0.0 '
Rep Stress Incr
NO
W B 0.89
Horz(CT) 0.10
6 n/a n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix-SH
Weight: 296 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 'Except'
TOP CHORD
Structural wood sheathing directly applied or 3-8-4 oc purilns.
3-5: 2x6 SP No.2
BOT CHORD
Rigid telling directly applied or 10.0-0 oc bracing.
BOT CHORD 2x6 SP M 26
WEBS 20 SP No.3 *Except'
3-9,5-9:2x4 Ste No.2
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=5566/0-7-10, 6=7377/0-7-10
Max Horz 2=-76(LC 6)
Max Uplift 2=-1604(LC 8), 6— 1807(LC 9)
FORCES. (Ib) - Max. Comp]Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-1088812986, 3-4-14206/3254, 4-5— 14206/3255, 5-6=-13716(3077
BOT CHORD 2-10-2632/9639, 9-10=-2594/9548, 8-9=-2620/11960, 6-6=-2660/12166
WEBS 3-10=-855/2060, 3-9=-777/5534, 4-9=-389/286, 5-9=-684/2662, 5-8-931/4655
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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated.
3) Unbalanced root live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. If: Exit C; Encl.,
GCpl=0.18; MW FRS (envelope); cantilever left and fight exposed; Lumber DOL=1.60 plate gulp DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates, are MT20 plates unless otherwise Indicated.
7) This Imes has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This Imss 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb)
2=1604, 6=1807.
10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1 Odxl 112 Truss, Single Ply Girder) or equivalent at 22-11-4 from the left end to
connect truss(es) to front face of bottom chord.
11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1Odxl 112 Truss, Single Ply Girder) or equivalent spaced at 2-0.0 oc max
starting at 2-11-41rom the left end to 20-11-4 to connect trusses) to back face of bottom chord.
12) Fill all nail holes where hanger Is in contactwith lumber.
,`�p%0ilusI�FF
No 34869 '
•••/111111••"
Julius Lee PE NII34869
MITek USA, Inc. R. Gent 6634
69M Parker East Blvd Tampa FL 33610
DaM:
October 1,2018
,&WARNING-Vadfydasfro paramatareand BEAD NOTES ON TNKANDWCLUDEDMNEKBEF£RANCEPAGEMIF74Mmv. IGIX12e16B£FORE USE
*R
Design volid for use only with MlTeIkO connectors. Ills design is based only upon parameters shown and is for an Individual bulldIg component.not
a buss system, Before use, 8applicability re Wiener designer must verily the of design parameters and properly Incorporate this design Into the overall
leAdilgdoslgn.&acing Indicated is to prevent bucidig ofindlVdual irumvieb and/or chord members only. Addillonalfemporaryandpelmanenfbfacing
�R^71Yq{■�
MiTek'
h always requeed for sloblillyand topreventeoltapse Wth possfole persorwl lnlo<yaid properly tlmnage. For general gWtla�eregan9ryn the
6904 Parke East Blvd.
fabrbaiWn storage, delivery. erection and bracing of tuesesand I usssystems, weANSUlpli OuofRy Crterb, DS9419 and SCSI nuOdh g Component
Tarrya. FL 33610
SafetyWormofk nn,aflable from Truss Hate Institute. 218 N. Lee Sheet. Sure 312. Alexand0a, VA 22314.
Job
Truss
Truss Type
Oty
Ply
T15212898
1550192-PSLP-5808
DOI
Hip Girder
1
2
Job Reference o Clonal
Builders FirstSource, Fort Piece, FL 34945
8.220 a May 242018 M11 ik indusWtlS, l nu. oat Sep cv wai.vo cam rayoc
ID:OKJbFexlnbisJ7lpVjiWmDyYolL-okgcxVN7Poi3vrRHKEw4yEDKShNAOxtl EkH]I"YlgH
LOAD CASE(S) Standard
1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plt)
Vert: 1-3=-54, 3-5=-54, 5-7— 54, 2-6=-20
Concentrated Loads (lb)
Vert: 9=-996(8)8=-1192(B)11— 575(B) 12=-564(B) 13=-561(8) 14=-561(B)15=-999(B)16= 1495(B)17=-1557(B) 18=-1206(8)19=-1255(F)
®WARNING -VerlfydesiBnparemetermmdREADNOTE MMISANDINCLUDEDAIREKREFERANCEVAGEM674MJ l.. IMM)ISBEFORE USE
Design valid for use only with MRekHconnectors. ihls design k Wsed oNy upon parametels shown, and Is for an Irxilvltlual Wilding component. not
a trusssyshmi. Before use, the building designer mmf vetlry the appllcabllRy, of design Parametersand properly IncorPorate Ink design Into the overall
MAldingdedgn. among lndlcated is to Wcklirg of lMllvldual trussweb and/or chord members only. Addltlonoltemporaryandpermanenibracina
M(Tek(
prevent
Is always required (or stablityand to prevent collapse With possQxe personal hlury and plowrty damage. For general9Wtlance regarmlp the
fabrication, storage. delivery, erection and bracing of hussesand truss systems seeANSUMIJ Quality Crtrefb, DS849 and BCSI BuBdbrB Component
69N Parke Grist Blvd.
Salety NMrtnalbarvallable from truss Rate Institute. 218 N. Lee Street. State 312. Alexantlllo, VA22314.
Tanya, FL 33610
Job
Truss
Truss Type
ory
Ply
T15212899
1550192-PSLP-5808
D02
Hip Girder
1
1
Job Reference o tional
B011deM FRStSearee, tan YIeC9, FL J4a4>
Scale = 1:46.1
Special NAILED Special
NAILED NAILED NAILED 2x4 II NAILED NAILED NAILED Sxe
6.00 12 3 /1 12 13 4 14 15 16 5
3%6 = 2x4 It NAILED NAILED NAILED 5� = NAILED NAILED NAILED kX4 II 3x6 =
Special NAILED Special
LOADING (psf)
TOLL 20.0
TCDL 7.0
BOLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TP12014
CSI.
TO 0.88
BC 0.83
We 0.64
Matd%-SH
DEFL. In
Vert(L-) 0.30
Vert(CT) -0.41
Hoa(CT) 0.08
(too) Well Ud
9 >996 240
9-10 >724 180
6 n/a rVa
PLATES GRIP
MT20 244/190
Weight: 114 Ito FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP N0.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
3-5: 2x4 SP M 31
BOT CHORD
Rigid celling directly applied or 5-8-6 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS
1 Row at midpt 3-9, 5-9
WEBS 2x4 SP No.3
REACTIONS. (I alsize) 2=1502/0-7-10, 6=1502/0-7-10
Max Horz 2=59(LC 26)
Max Uplift 2=-721(LC 8), 6=-721(LC 9)
FORCES. (Ib) - Max CompfMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-2766/1373, 3-4=-3955/2138, 4-5=-3955/2138, 5-6=-2766/1373
BOT CHORD 2-1 0=-1 19312383. 9-10=-1186/2398, 8-9=-1143/2398, 6-8=-114912383
WEBS 3-10=0/468, 3-9=-996/1677, 4-9= 7611749, 5-9=-997/1677, 5-8=0/468
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl with any other live loads.
5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
w41I fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except atdb)
2=721, 6=721.
7) "NAILED" Indicates 3-1 Do (0.148°xX) or3-12d (0.148°x3.25") toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 184 lb down and 255 to up at
5-0-0, and 184 Ib down and 2551b up at 20.6-0 on top chord, and 114 lb down at 5-0-0, and 114 Ib down at 20-5-4 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
1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6=-20
Concentrated Loads (Ib)
Vert: 3=-137(F) 5=137(F)10=-70(F) 9=-26(F) 4=-61(F) 8=-70(F) 11=-61(F) 12=-61(F)13=-61(F) 14=-61(F) 15=-61(F)
16=-61(F) 17=-26(F) 18=-26(F) 19=-26(F) 20=-26(F)21= 26(F)22=-26(F)
,,%%%% %VLkUS4(FF
.,%
�.• \'�G E M `Sic••••
*: p6Q 34869 •-*
ORI'D
Julius Lee PE No.34869
MRek US& Inc. R. Cert 6634
69M Parke East Bh%L Tampa R 33810
Oats:
October 1,2018
Q WARNING -Verity design parameters anCREAO NOTES ONTNIa ANOWCLUOEO AU FEKREFERANCEPA GEMI 7473 rev. fN9a2916 BEFORE USE
Design vallyy for use oNy with MITek6� connectors. M deslpn h based only upon parameters shown, and is for m InorNtluaI WOdlrg component, not
tr�corrwrale Ih6 destpn Into Iha
a busssystAm. galore use, the building designer must veIt the appllcablllly oftledpn Parameters aril properly overall
buudlrlp design.&_',Indknted is to prevent Wckllrg of lrAlvlduOl huss weband/or chord members oNy. Atldlllonai temporary mtlpermanenf brmind
MiTek'
baiways requiredfofslabillty mtl to preventcollapse withlwrsible personal Njury and property damage. For general gr4tlonce regartllrg the
fabrka" storage. clellvery. erection and bracing of trusses and Vuss systems. seegNSl/IpIF OualBy'cra , DSo 9 and BCSI BUPCbry Component
6904 Parke Eest M.
SaM1fymfoirnoeprTrvdlade fiom Truss Rale "IIMe, 2to N. Lee street. Suite 312 P1exaMrkL VA22314.
Tame, FL 33610
Job
Truss
Truss Type
Cry
Ply
T75212900
1550192-PSLP-5808
EJ1
JACK -OPEN
2
1
Job Reference (olabonal
Builders RrstSource, Fort Piece, FL 34945 e.ezus May2420ISMneainuasmes,nro-. oa[3epee,3.31.!v2vIo image,
ID:OKJbFextnbtsJ7lpVji W mDyYo1L.17oMM BONxOyn89agStyY1 flgeVBvU2zHi2mOOdyYIgF
-1-1-0 13.0
LOADING (pat)
SPACING-
2-0-0
CSI.
DEFL
in
(loc)
Vdefl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.19
Ve art
-0.00
5
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.14
Vert(CT)
-0.00
5
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-R
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2 BOT CHORD
REACTIONS. (lb/size) 3=-4/Mechanlcal, 4= 5/Mechaniral, 5=154/0-3-8
Max Herz 5=82(LC 9)
Max Uplift 3=-04(LC 9), 4=-38(LC 9). 5= 46(LC 8)
Max Grav 3=25(LC 10), 4=35(LC 10). 5=154(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. -All farces 250 (Ib) or less except when shown.
Scale =1:14.8
PLATES GRIP
MT20 244/190
Weight: 9lb FT=20%
Structural wood sheathing directly applied or 1-3-0 oc purlins,
except end verticals:
Rigid telling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=150; Cat. 11; Exp C; Encl.,
GCp1=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for'
members, and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) `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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5.
...I......
34869
1*
Julius Lee PE No.34859
MITek USA, Inc- FL Cert 6634
6904 Parke Fast Blvd. Tampa R.33610
Date:
October 1,2018
®WAHNWG-VMry tleslgnpmamerercandR- NO-aONTNIa ANO/NCLUOEO M!lEK flefffl4NCE PAGEM0.)4)J mv. fdD32016 aEFOflE USE.
Design vpllel for use onlywtlh MlTek®connectors.7Ns design bbasetl oNyupon parameters shown, antl is for on lMlNtlupl WOdirg componen6 not
MK
a truss sysigm. Before use, the bWltling tleslgner must vetlry the appilcabYly of tledgn parameters antl properly Incorporate m6 design Into Ine overall
bulltling tledgn. H.luo'xl c, is to prevent buck" of lrxilvkfuol lnm web and/or ctard members oNy. Atltllllolwl temporary and permanent bracng
i•�Y■
iwiTek'
5 always requlretlroratobildymrl to prevent collapse w4lh possible personal inhiry antl properly tlomage. Por general gultlance regordpg the
6904 Parke East Blvd.
fabrkwibn. storage, delWery, erecllcu cr brat.. o..'u.¢es and buss systems. seepN51//yli OYaley CrEeM, DSe-09 anC BC31Bu@dNy Componoe!
S.Mtxrofprmcdo ' ,g hom Truss Rate lnoWte, 218 N. Lee Sheet. SAle 312. Alexantlrl¢ VA22314.
Tampa, FL 3361e
Job
Truss
Truss Type
G ry
PIY
T15212901
1550192-PSLP-5608
EJ2
Jack -Open
2
1
Job Refererae optional)
Builders FirslSource, Fort Piece, FL 34945 aeausmay 4. 4u 1 o wi:: exomaaaieo, Inc. Ust,+GP 2 e-•
ID:OKJbFextnbtsJ7lpVjiWmDyYoIL-DJMkZXP?ij4erWgsaMTnasrlZVZkOVDQm yx3yYlgE
-1
-0-0 t-108
1.0-0 1-108
2x4 =
ST1.6x8 STP =
LOADING (Pat)
SPACING-
2-0-0
CS].
DEFL.
In
([cc)
Vdefl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.12
Vert(L-)
-0.00
2
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.03
Vert(CT)
-0.00
2-4
>999
180
BOLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
nta
BCDL 10.0
Code FBC2017/TPI2014
Maldx-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3=32/Mechanical, 2=141/0-7-10, 4--l&Mechaniral
Max Horz 2=66(LC 12)
Max Uplift 3=-38(LC 12), 2= 60(LC 12)
Max Grav 3=32(LC 1), 2=141(LC 1). 4--36(LC 3)
FORCES. (lb) - Man Comp./Max. Ten. -All forces 250 Ob) or less except when shown.
Scale = 1:9.3
PLATES GRIP
MT20 244/190
Weight: 8lla FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-10-8 cc pudins.
BOT CHORD Rigid celling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft1 Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2.
lUS1(FF i
CEPS. _ i�i
34869
Julius Lea PE No.34869
MMk USA, Inc. R. Cert 6634
6904 Parka Fast Bind. Tampa FL33610
Date:
October 1,2018
®WARNING-Veytleslgnparam.I..d READNOTEBONTRISAND/NCLUDEDMNEKREFERANCEPAGEMI74"mre IMMOISBEFORE USE
Deslgn volld for use only with M1leMconnecfors. INs design b basetl only upon parameters shown, antl h for on Individual Wilding component rat
a buss syd9m. Before use, the Wilding designer must verity the appltcabYlly of design parameters and propetly hcorpolale Ihb deWn Into file overall
Wlicingdeslgo. Bracing hsdicatetl is to prevent Wckllng ofinc lAdual hussweb antl/or chord members only. Addlllonaltempororyandpermanentbracirxl
MiTek'
balwoys required for gaMllty and to prevent calopse with poefole personal Injury antl properly damage. For peneM 9uldonce regartling the
faWcafbn storage,dellvery, erection and bradng ofimssesand lmasystems seeANSUIPII GaaIEyCrDada, DS"PaatlaCSISuShcnDCempanant
69N Perk. East BNtl.
Saley WDnnalbmvdiaGe ham inns Rate institute, 218 N. Lee Sheen. sole 312. Alexandria. VA 22314.
Tanya, FL 3351D
Job
Truss
Truss Type
cry
Ply
T75212902
1550192-PSLP-5808
EJ3
Jack -Open
7
1
Job Reference (optional)
Builders FuslSource, Fen PleCO. FL 34945 6.220> Miay 242!G Mi k; , is .63, F,a. ..a �.. �........ .. .
ID:OKJbFeslnbtsJ7lpVliWmDyYoIL-DJMk2)(P?ij4erNgsOMTnasrOjvYADVDOwiW yx3yYlgE
2-10.8
i-0.0 2-10-8
Scale=1:11.8
2x4 =
ST1.Sx8 STP=
2-10.8
2-10-8
Plate Offsets MY)-- 12:0-1-4 Edgel
LOADING (psp
SPACING- 2-0.0
CSI.
DEFL. in
(lot) Men Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.17
Vert(LL) -0.00
2-4 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT) -0.00
2-4 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 11 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-10-8 oc pudlns.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid telling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=49/Mechanlcal, 2=182/0-7-10, 4=25/Mechanical
Max Horz 2=89(LC 12)
Max Uplift 3= 59(LC 12), 2=-71(LC 12)
Max Grav 3=49(LC 1), 2=182(LC 1). 4=50(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vas 1=124mph; TCDL=4.2psf, BCDL=5.Ops1; h=15ft; Cat. 11; Exp C; Encl.,
GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) '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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2.
GENS.
34869
Jullus Lee PE No.34869
MRek USA, Inc. R. Cert 6634
69M Path East BML Tampa R.33610
Date:
October 1,2018
Job Truss Truss Type Oty Ply
T75212903
1650192-PSLP-5808 EJ5 Jack -Open 11 1
Job Reference loptionap
Builders FlrstSource, Fort Piece, FL 34945 6.220 s May l)2018 MiTek Rt?e Dd Inc. Sat Sep 29 13:31:14dgkc Pagel
ID:OKJbFextnbisJ7lpVji W mDyYoIL-du21CYRt?eSDdmuRhU 7 UCVTOb6XsOsyttlgkcXOyYIgB
3x4 =
ST1.Sxe STP=
LOADING (psf)
SPACING-
2-0-0
CSL
TOLL
20.0
Plate Grip DOL
1.25
TC 0.58
TCDL
7.0
Lumber DOL
1.25
BC 0.26
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC20171TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3=115/Mechanical, 2=252/0-7-10, 4=46/Mechanical
Max Horz 2=142(LC 12)
Max Uplift 3=-122(LC 12), 2=-85(LC 12)
Max Grav 3=115(LC 1). 2=252(LC 1).4=92(LC 3)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
Scale=1:17.0
DEFL. In (roc) Vdefl Ud PLATES GRIP
Vert(L-) -0.03 2-4 >999 240 MT20 244/190
Vert(CT) -0.05 2-4 >999 180
Horz(CT) -0.00 3 n/a n/a
Weight: 181b FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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 tit between the bottom chord and any other members.
4) Refer to glyder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 2 except Qtdb)
3=122.
CEN,9*-.
No 34869
Iz
S•:0R1DPj��,�
'"pS�ONAL
Julius Lee PE No.34869
MiTek USA, Inc. FL I
6904 Parke Est Blvd. Tampa FL 33610
Date:
October 1,2018
®WARNING- Verity deslgnparameters and READ NOTES ON THIS AND INCLUDED MREKREFERANLEPAGEMIP7473as. 10N3201SEEFOREUSE
Dedgn valid for use only vAth Muck) connectors. TNs design h based only upon parameters strowrt and 6 for an Individual building component, not
a truss system. Micro use, the bullding designer must verity the applicability of design parameters arvi piopedy Incorporate this design Into the overall
buildlgd9s1gn, Bracing III Istoprevent bucklirgoflydlvldualhurzweband/or chord members orgy. Adcrilf altemMraryandpermanentlxaclrg
MiTek'
Is dwarp required for stabtllty and to prevent collapse with possflNe personal Injury and property doral For general guidance regarding the
fabicatton. storage. delivery. erection and bracing of trusses and truss systems. seeANSUFRI Greatly Criteria, DSBd9 and BCS1 Bugding Component
6904 Parke East Blvd.
6904 P, rk Cost B
EalatyerrortnatlOtWdiabie Bonn Try Rate InshMe: 218 N. Lee Streel. SLlte 3M Alexardrla. VA 22314.33610
Job
Truss
Truss Type
cry
Ply
T15212904
1550192-PSLP-5808
EJ6
Jack -Open
2
i
JobReference (optional) -----
dunaers rusmource, ron necu, rL ereva
I
3,c4 = 4
ST1.5x8 STP =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
([cc)
Vdefl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.47
Vert(L-)
-0.11
2-4
>730
240
TOOL 7.0
Lumber DOL
1.25
BC 0.55
Vert(CT)
-0.21
2-4
>365
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
rVa
BCDL 10.0
Code FBC2017)TP12014
Matrlx-P
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
REACTIONS. Qb/slze) 3=168/Mechanica1, 2=319/0-7-10, 4=65/Mechanloal
Max Horz 2=188(LC 12)
Max Uplift 3=-173(LC 12), 2=101(LO 12)
Max Grav 3=168(LC 1), 2=319(LC 1), 4=130(LC 3)
FORCES. (lb) -Max Comp.lMax. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:24.4
PLATES GRIP
MT20 244/190
Weight: 241b FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-9-12 zone; cantilever left and right exposed
;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrenl with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except Qtdb)
3=173,2=101.
E fV3.
34869
Julius Lee PE No.34869
ll USA, Inc. R. Cart 6634
8904 Parka East Blvd. Tampa FL 33810
Dare:
October 1,2018
AWARNING-Vert/yd ssgnperem.N..dREADNOTW ON TH/SAND/NCLUDEDU? KREFERANCEPAGEM674TJme 1O02942015BEFOREUSE
R
Deflgn MIT for use only vMh Mifek connectors. Ihls design is hosed only upon Parameters shown. and is W an individual building component. not
a truss so m. Before use, the Wicing designer must verity the oppllca uy of design paramefels and proloorly Incom mte ihls design Into the overall
bWdhgde!slgn.gracing 1xilcated is to prevent buckling otlndlvldual trussweb and/or chord members only. AddlilondternWroryandpermanentbracing
MiTek'
halwaysreaulred(orstWUltyandloprevenlcollapsewllhpossiblepersorwllnlWand VoW"yd=Me. Forgeneralguldanceregardingihe
fabrication; storage, delivery, erection and bracing of trusses and lmss systems, weANSUMIJ Gua/Gy CiBeilo, DSB41S and SCSIBu0din9 Component
6904 Parke East Blvd..
SaletyNtomrallwgvdlaWe from Truss Plate Institute. 218 N. tee Street. suite 312 Aexan,fila. VA 22314.
Tairya, FL 31610
Job
Truss
Truss Type
ON
Ply
T75212905
1550192-PSLP-5808
EJ7
Jack -Open
2
1
Job Reference optional
S tS 2913 umb 2018 Pa a
Builders FirstSource, Fort Piece, FL 34M 8.220s May242018MiTeklndusbtes, m. a ep g
ID:OKJbFextnbts17lpVjiWmDyYoIL-ZG9dcET8xGixs42pov3yHwYh9w6pumS94_DjcHYYlg9
-1-0-0 7-0-0
0-0 7-0-0
Scale =124.8
axe =
3T1.5x8 STP =
LOADING (psi)
SPACING- 2-0-0
CS].
DEFL.
In
(loc)
Vdefl
Ld
PLATES GRIP
TCLL 20.0
Plate GOP DOL 1.25
TC 0.96
Ve art
0.15
2-4
>534
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.68
Ven(CT)
-0.19
2-4
>424
180
BCLL 0.0 "
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00
3
No
Na
BCDL 10.0
Code FB02017frPI2014
Matdx-SH
Weight: 24 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. gb/size) 3=159/Mechanlcal, 2=323/0-7-10, 4=78/Mechanical
Max Holz 2=191(LC 12)
Max Uplift 3=-151(LC 12), 2=-102(LC 12)
Max Grav 3=159(LC 1). 2=323(LC 1), 4=122(LC 3)
FORCES. Qb) - Mac CompJMax. Ten. -All forces 250 Qb) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied.
BOT CHORD Rigid calling directly applied or 10-0-0 0o bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;, BCDL=5.Opsf; h=15f ; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5.0-0, Interlor(1) 5-0-0 to &11-4 zone; cantilever left and night exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) "This truss has been designed for a live load of 20.0psf on the bottom chord in all area where a rectangle 3-6-0 tall by 2-0.0 vide
will fit between the bottom chord and any other members.
4) Refer to d(rder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb)
3=151, 2=102.
GENs*-.
34869
Julius Las PE No.34869
Milk USA. Inc FLCert 66M
69N Parke East BNd Tampa FL 33610
Date:
October 1,2018
® WARNING. Vortfy EosfgnpemmefercanCREAGNOTESON TNISAND INCLUDED MREKREFERANCEFAGEMI 7473 row. IMIXWOM BEFORE USE
Desl,n voltd for use only Wfin Mirei&connectors. iNs case, 6 based only upon parameters shown. and Is form Individual building component not
�
a truss system. Before use. the caldron designer must vanity the applicability of design porameters and properly Incorporate this design Into the overall
buildingdedgn. Bracing ltbkatec is to prevent Wckling oflndIvldual hussweb and/or chord members only. AddlllonaitemporaryandpermanedlIxecing
Mel(
bolways required for stobllitydnd to prevent collapse with possalle persorwl boy and property corrodes. Forgeneialgaidanceregardingihe
faNicatbrk, Marano. dellvew. erection and bracing of trussesond Was systems, seeANSlyM Cuatty CrSaab, OSB49 and SCSI BuBdbrg Component
69N Parke East BNJ.
5'alalyfnyarmalbmvdlatie hone Inns Rate Institute. 218 N. Lee street. State 312. Nexcoci a. VA22314.
Tarrya, FL 33610
Job
s
Truss Type
Oty
Ply
T15212906
1550192-PSLP-5808
�EJ362
Jac&Open
1
1
Job Reference (optional)
Builders RrstSource, Fort Piece, FL 34945 8.220 s May 242D18 MITek Industries, Inc. Sal Sep 2913:31:12 2018 Page 1
ID:OKJbFextnbtsJ7lpVji W mDyYolL-hVw7ntpdTl CVOTk2Z3_064NBOIvuyyTa9MFVTWyYIgD
-1-0-0 2-0.8
1-60 2-0 e
Swie = 1:9.7
2-0-0
LOADING (psf)
SPACING-
2-0-0
CS].
DEFL.
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.14
Vert(LL)
-0.00
2
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.04
Vert(CT)
-0.00
2-4
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FB02017/rP12014
Matrix-P
Weight: 811b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=36/Mechanical, 2=144/0-1-8, 4=19/Mechanical
Max Horz 2=69(LC 12)
Max Uplift 3=-42(LC 12), 2= 60(LC 12)
Max Gmv 3=36(LC 1), 2=144(LC 1). 4=38(LC 3)
FORCES. (Ib) - Max. CompJMax. Ten. -Aft forces 250 (11b) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCp1=0.1B; MW FRS (envelope) and C-C Exlerior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • 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.
4) Refer to girder(s) for muss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2.
6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 3, 2.
♦♦♦��'liV,41US(E�;O��i
No 34869
Julius Lee PE No,34869
MITek USA. Ina R. Cert 6634
6904 Parke Fast Blvd. Tampa FL33610
Date:
October 1,2018
AWARNING-Vertlyaeslgnparametemaedr EADNO7ES ON 7NISANDINCLUDEDMg KREFERANCEPAGEM67473rev. tog 2015EEFORE USE
Design Valid for use only vAlh MITek® connectors. this design Is based only upon parameters shown, and Is for an IntlMtlud Widing companion, not
a truss system. Before use, Ine buliding designer must veilty the oppllcablily of desgn parameters ontl properly Incotporate Itils design Into the overall
bu0dtrgdesign.&ochg Indicated is to prevent buckling oflWividual tnrssweb and/or chord members only. Additlonaltemporaryandpeimanentbradrg
MOW
Is always requlred for stabllltyand to prevent collapse with nossble personal hLay antl property carnage. rw generd gWtlarlce regardng the
fabrloalbn: storage. delivery, erection and bracing of trusses and truss systems, seeAAkVW1f Quality Criteria, DSO-89 and SCSI &tgderg Component
6904 Parke East BNE.
Safetyln maul rovdlabie eom buss Rate Institute, 218 N. Lee Streel, Sdte 31Z Alexandria, VA22314.
Tanya, FL 33610
Job
Truss
Truss Type
Oty
PIY
T15212907
1550192-PSLP-5808
EJ33
Jack -Open
1
1
Job Reference (optional)
Builders FlfslSOurce, Fort Piece, I-L 3494b
2 0-0
6.223 may 24 cv,.,,.�,.����wo.�o.,, ..... ..,.....r _., ._..,...___._ . .
ID:OKJbFextnbtsJ7lpVjiW mDyYolL-9iUV_COFELKM?cJE7nW FfHwNPiF7hPjjOO?3?yyYlgC
Scale -1:9.7
LOADING (Pat)
SPACING- 2-0-0
CSI.
DEFL.
in
(roc)
Vdefl
Ud
PLATES GRIP
TOLL 20.0
Plate Grip DOL 1.25
TC 0.10
Vert(LL)
-0.00
1
>999
240
MT20 244/190
TOOL 7.0
Lumber DOL 1.25
BC 0.04
Vert(CT)
-0.00
1-3
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix-P
Weight: 7lb• FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (III/size) 1=71/0-1-8, 2=52/Mechanir 1. 3=19/Mechanical
Max How 1=51(LC 12)
Max Uplift 1— 16(LC 12), 2= 53(LC 12)
Max Grow 1=71(LC 1), 2=52(LC 1). 3=38(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 2-0-8 oc purlins.
BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) 1.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 2.
pOVil.(USe(F�
= � No 34869
9
A► -
Julius Lee PE No.34869
MRek USA, In FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Dam:
October 1,2018
®WARNING -Verity dedgnparametersend READ NOTES ON MIS ANDWCLDDEDMN KNEF£nANCEPAGEMP74M.. 1209R0ISSEFOA£ USE.
Design voll�d for use only wllh MITeM connoctors. Ns design Is based only upon parometers shown and Is for an Individual bonding component, not
F`�
�R
a Imes system. Before use. the building designer must verify the applicaUlly of design parameters and property Incorporate this design Into the overall
is buckling huss only. Addlllonaltemporaryandramonentbracing
p/F
MOW
butdingdeslgn. Nmhg indicated to prevent oflydlvidual web and/or chord members
h always re ulred for stability and to prevent collapse with pos4ble personal Injury coo! property damage. For general gddance tegardrg the
69M Parke East BNd.
fabdcailoe, storaae,delivery. erection and bracing of trusses and Uuss systems. woRINstyplr CuofBy ClMdo, DBBdg and BC51 Building Component
TaWa, FL 33610
SablyfnlomrorblPvdloble from Truss Role Ins1IMe. 218 N. Lee Street. Suite 312. Alexandra. VA22314.
Job
Truss
Truss Type
Cry
Ply
T15212908
1560192-PSLP-5808
EJ34
Jack -Open
3
1
Job Reference o tional
Builders FlrslSource, Fort Piece, FL 3494b ocman,uyc.ao,onu,cnn,,.ua.i.ea,,,.c...o...ora-•
ID:OKJhFextnbtsJ7lpVjiW mDyYOIL.9iUV_COFELKM?cJE7nW FfHwN3iF6hPbOO?3?yyYlgC
1.0-o z 0 2MO
1-o-
2u4 =
ST1.5x8 STP=
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.12
TCDL 7.0
Lumber DOL 1.25
BC 0.04
BOLL 0.0 '
Rep Stress Incr YES
WB 0.00
BCDL 10.0
Code FB02017/TP]2014
Malrlx-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3=36/Mechanlca1, 2=144/0-7-10, 4=19/Mechanlcal
Max Ho¢ 2=69(LC 12)
Max Uplift 3--42(LC 12), 2=-60(LC 12)
Max Grav 3=36(LC 1), 2=144(LC 1), 4=38(LC 3)
FORCES. gle) - Max. Comp_/Max. Ten. -All forces 250 (Ib) or less except when shown.
Scale =1:9.6
DEFL in Ooc) Udell Ud PLATES GRIP
Vert(LL) -0.00 2 >999 240 MT20 244/190
Vert(CT) -0.00 2-4 >999 180
Horz(CT) -0.00 3 n/a n/a
Weight: 8lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudlns,
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Fxp C; Encl..
GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and tight exposed ;C-C for members and forces $ MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' 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 wrote
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanlcal connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jolnt(s) 3, 2.
DENS'
R' �1
.�`
34869
-10
-10
Julius Lee PE No.34869
MITek USA. Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL33610
Date:
October 1,2018
®WARNING. Verity dedgnporamerercand REAUNOTES ON THISANOWCLUOEOMRKR£FERANCEPAGEMP-74nmre. IMMOISBEFORE USE
�wR
Design valid for use only Win MITel connectors. iNsdesign E based only upon parameters shown, and is tot an erdMdual Wilding component not
a truss system. Before use, the building designer must verb, the opplcabl ity of dedgn parameters and properly Incomorate Ibis design Into the overall
butdingdedgn.Br=hg lndIcated Is to prevent buckNa ofIndivldual nus web and/or chord members only. AddlflorallemporcWcndpelmanenibracing
ii�•Y[,�r`�
MtTeW
RaiwaysregUte (wslabllllyandto Wevenlcollcps hpossmlepersonallnluWaWpiope"y age. Forgeneralguldaceregardlialhe
Iobk tl n. storage. delNery. erecflon and braclW of tmssesand tW z wstem& "ANSVlp1I QVO//CByy CrBodo, DSO.89.dBCSI BYBdhrg Componont
69N Paika Easl Bird.
Sarofy WormyLbixrvalable from Truss Nate Inslllule. 218 N. Lee Sneer, Sulte 3L Plexandtla. V x 22514.
Tanpa, FL 3361 D
Job
Truss
Truss Type
Oty
PIY
T15212B09
1550192-PSLP-5808
EJ61
Monopilch Girder
1
1
Job Reference o tional
Builders FrstSource, Fort Piece, FL 34945
3x4 = uxo n
ST1.5x8 STP =
8.220 s may 24 2018 rvw en a 1.... . ,u.. oa. icy — c_:.. .
Scale = 1,25.3
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0.0
Plate GOP DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017ITP12014
CS].
TC 0,18
BC 0.53
WB 0.42
Matdx-P
DEFL. In
Veng-L) -0.02
Vert(CT) -0.03
Horz(CT) 0.01
(loc) Udell Ud
1-5 >999 240
1-5 >999 180
4 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 39 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-10-12 oc purlins,
BOT CHORD 2x6 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=1236/0-7-10,4=925/Mechanlcal
Max Horz 1=164(LC 23)
Max Uplift 1=-401(LC 8), 4=-390(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 gb) orless except when shown.
TOP CHORD 1-2=-1369/411
BOT CHORD 1-5=-484/1183, 4-5=-484/1183
WEBS 2-5=-331/1113, 2-4=-1366/559
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.OpsG h=15f; Cat. II; Exp C; Encl.,
GCp1=0.1B; MWFRS (envelope); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) ' This truss has been designed for alive 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except Qt=lb)
1=401, 4=390.
6) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 11-1Odxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max.
starting at 0-114 from the left end to 4-114 to connect truss(es) to front face of bottom chord.
7) RII all nail holes where hanger is in contact with lumber.
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+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pif)
Vert: 1-3=-54, 1-4=-20
Concentrated Loads (lb)
Vert: 6=-565(F) 7=-561(F) 8= 561(F)
No 84869
OplQQ jN
iS/ONAI.O�%
Julius Lee PE No.34869
MRek USA, Inc. H. Cert 6634
6904 Parks East MI. Tampa R.33610
Date:
October 1,2018
Job
Truss
Truss Type
Dry
Ply
T15212910
1650192-PSLP-5808
EJ71
Jack -Open
6
1
Job Reference (optional)
Builders FlrstSouree, Fort Piece, FL 3,1M o.cco s may c•rcu,o,vu,en mvum......... oo...or��•�� ��•�••-a-••
ID:OKJhFextnbts17lpVjiW mDyYoIL-1TIOgaTmlZgoUEdOMdaBp74VJODdDpJJezGejyYlge
3-1-10 7-0-0
1-0-0 3-1-0p 310.6
2x4 = 2x4 II
ST1.5x8 STP =
LOADING (psf)
SPACING-
2-0-0
TCLL 20.0
Plate Gap DOL
1.25
TCDL 7.0
Lumber DOL .
1.25
BCLL 0.0 '
Rep Stress Incr
YES
BCDL 10.0
Code FB02017frP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
`Except'
7-8: 2x4 SP No.3
WEBS 2x4 SP No.3
Scale=1:24.8
CSI.
DEFL In (too) Vdefl L/d
PLATES GRIP
TO 0.57
Vert(LL) 0.21 6-7 >371 240
MT20 244/190
BC 0.80
Vert(CT) -0.18 6-7 >452 180
WB 0.06
Horz(CT) -0.07 6 n/a n/a
Matax-SH
Weight: 281b FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puains.
BOT CHORD Rigid ceiling directly applied or 8-7-2 oc bracing.
REACTIONS. (Ib/size) 5=138fMechanical, 2=323fO-7-10, 6=100/Mechanical
Max Horz 2=191(LC 12)
Max Uplift 5-117(LC 12), 2=-102(LC 12), 6= 27(LC 12)
Max Gmv 5=138(LC 1). 2=323(LC 1), 6=114(LC 3)
FORCES. (Ib) - Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-310/142
BOT CHORD 2-8=-368/291, 3-7=-291/368
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst; h=15tt; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 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 gap DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
3)' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=1b)
5=117, 2=102.
0�j1.lUSr �APt�i���i
34869
�rrrrnnnt���
Julius Lee PE No.34869
MITek USA, I= FL Dert 6634
6904 Parke East Blvd. Tampa FL 33BIO
Date:
October 1,2018
QWARN/NG-Vorl Cealgnparemerersned REAONOTESONTHI ANO/NCLUDED MREKREFERANCEPAGEMIF74)a rev. iNe3/Nf3DEFOREUSE
Oestrus vailli for use only sNlh MITeIdDconnectors. This ded0n is based only upon paromeien shown, and b for an hdlNtlual bWtllnO component, not
n Imss system. Beforo usoJhe bW1 127 dedgner must vetlfy the appllcaUllity of desl0n Parameters antl properly Incorporate ihE design Into the overdl
WIIOInO ddslOn.&acN0lrW�atedis to WckllnnoflndMtlual imssweb and/or chordmembers only. AtldltlonOliemporcry and permanent braclts0
MiTek'
prevent
6 always regUred for stoblllNantl io prevent collapse with poa¢xe personal h4ury antl propedy danoge. For peneral9uitlonce regordirxl the
fabrbatron:storage, delNery. ereceon arW bracing ofnucaii tlinm systems.seeAN6VlP110uaIEy C2edD, OSa-0➢OnO BCSI aurdbry Cpmponml
6904 Parke E.MSW.
SDIefyWopnaPornvdladefram Trim Rate IretIMe. 218 N. lee Street. State 312. PlexarxIIla, VA22314.
Tampa, FL 33610
Job
Truss
Truss Type
cry
Ply
T15212917
1650192-PSLP-5808
EJ72
Jack -Open
2
1
Job Reference o tlonal
a D e
Builders FlralSource, Fort Piece, FL 3494b
k iE
Z4...... ........., __._._.... __
ID:OKJbFexbrbtsJ7lpVjiWmDyYolL-ITjOga r lZgoUEdOMdaBp741ZJObdDiJdezGejyYlge
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL.
in
(roc)
Well
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.79
Vert( 1)
0.18
1-3
>454
240
TCDL 7.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.22
1-3
>384
180
BCLL 0.0 '
Rep Stress Incr
YES
We 0.00
Horz(CT)
-0.00
2
n1a
n1a
BCDL 10.0
Code FBC20177TPI2014
MaMx-SH
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=254/Mechanlml, 2=171/Mechanical, 3=83/MechanlmI
Max Horz 1=173(LC 12)
Max Uplift 1=-62(LC 12), 2=-158(LC 12)
Max Grav 1=254(LC 1). 2=171(LC 1), 3=126(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
Swle=1:21.8
PLATES GRIP
MT20 244/190
Weight: 221b FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc pudins.
BOT CHORD Rigid calling directly applied or 9-4-8 oc bracing.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 0.0-12 to 6-0-12, Interior(l) 6-0-12 to 6-11-4 zone; cantilever left and right
exposed jC-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1 except (It=lb)
2=158.
ptijuS4 LFF
*: �Wp 34869 :*
Julius Lee PE N0.34669
MITek USA, Inc. R. Cert 6634
6904 Parke Fast Blvd Tampa FL33610
Date:
October 1,2018
Q WARNING - VexIIydWgnpammeiers.ndREAD NOTES ON THISANOWCLUD£DMNEKREFERANCEPAOEMX74Mmr 1NDY2015BEFORE USE
DeslgnvalTd for use orgy Win Mrfek connectors. This design is based only upon parameters shown and is form Individual bu0ding component,not
a inas system. Before use, the bullalng designer must verify the 001cobBlly of design Wrameters and property Incorporate this design Into itre overall
�R
bu0dingdesign.Bracing lndicatedlstoprevent bucklligofIndividual tnlssweband/or chord members only. Addllionaltemporarymdpcunmenibracing
Mew
Is always required for stmIlly and to prevent collapse with posatcle personal injury and property damage. Fm general guldmce regarding lie
fabrlmlkxi storage, dervery, erection and bracing of trusses and farm systems, seeANSIgPIi Oua@y Cndedo, DSBdP and BCV BuBdeig Component
6904 Parke East Blvd.
Safety lafennafbnxvollable from Truss Rate aslllute. 218 N. Lee Street, suite 312, Alexandra. VA 22314.
Tarry.. FL 33610
Job
Truss
Oty
Ply
T75212912
1550192-PSLP-5808
Got
�Truss`rype
Monopitch
5
1
Job Reference (optional
Builders FirstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MITek Industries, Inc. Sal Sep 29 13.31.18 201 B Page 1
ID:OKJbFextnbtsJ7lpVjiW mDyYoIL-WfHOiwUO3ty16OBCwK50MLd7tjlOM%ySYligg9yYlg7
-1-0-0 6-104 13.1-10 16-100
1-0-0 610.1 63 9
q�1
- 2x4 II 3x8 =
ZO6 =
Style=1:43.4
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FB02017/TP12014
CS].
TC 0.50
BC 0.86
WB 0.51
Matdx-SH
DEFL. in
verb(t)0.07
Ven(CT) -0.11
Horz(CT) -0.09
Coo) Vdefl Ud
2-11 >999 240
2-11 >999 180
7 Na n/a
PLATES
MT20
Weight: 881b
GRIP
244/190
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc puffins,
BOT CHORD 2x4 SP No.2 *Except*
except end verticals.
5.10: 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 7-8-6 oc bracing.
Except:
WEBS 2x4 SP No.3
9-6-0 oc bracing: 8-10
REACTIONS. (Ito/size) 7=540/Mechanical, 2=607/0-7-10
Max Horz 2=383(LC 12)
Max Uplift 7=-308(LC 12), 2=-171(LC 12)
FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-783/202, 3-5=-256/1
BOT CHORD 2-11=-537/627, 10-11=-537/627, 8-10= 199/346, 5-8=-116/324
WEBS 3-11=0/276,3-10=-542/457, 5-7_ 472/482
NOTES-
1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL-5.Ops1; h=15ft; Cat. 11; Exp C; Encl.,
GCpI=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 14-8-4 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) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with anyotherlive loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ot=lb)
7=308, 2=171.
,`,,\IIIIIII/llllll
34869
it; • •71k
�.'O : lilt !/ /A 1 A JA iR'
R�\
Julius Lea PE No.34869
MRek USA Inc. R. Cert 6634
6904 Parke East BNd.Tampa R. W610
Date:
October 1,2018
®WABNIµG-Verify daegnpammemrcand BEAD NOTES ON TNi3ANDWCLUDEDMDEKBEFEBANCEPAGEMIF74Tares. 140111016BEFOBEUSE.
}���
Deslm valid for use only wlih Welds connectors. This design is based onlyupon parameters shown, and is form Individual b fldlig component.rwf
a hues system. system. Before use. Iho budiding designer must verifyblly the appllcaof design parameters and properly InCalpalate Iris design Into the overall
building design. &acing Imicoted is to McMinn of lMlvidual buss web end/or chord members only. Additional temporary and permanent bracing
is.�YF�
MiTek'
prevent
Is always regUred for stmIlly and to prevent collapse with povZie persow hiI mc! property dame. For general guldonee regardlm the
6904 Padre East Blvd.febtkalbn
storage, delivery. erection and bracing of trusses and tress systems weANSUMil Quality CMada, DS949 and SCSI Building Component
Tanya, FL 33810
SafetylnlorinausnaNdtable horn Trues Rate IntiiMe, 218 N. Lee Sleet Fella, 31Z Alexmdda VA 0314.
Job
Truss
Truss Type
Oty
PIY
I
T15212913
1550192-PSLP-5808
002
Half Hip
1 J
1
Job Reference o tional
Builders First50urce, ran Ylece, l-L 3 b
4x6 =
4
2x4 II 30 =
3x6 =
3x4 =
6
Scale=1:40.6
LOADING (Pat)
TOLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber COL. 1.25
Rep Stress [nor YES
Code FSC2017/TPI2014
CS].
TC 0.58
BC 0.77
WB 0.56
Matrix-SH
DEFL. in
Vert(L-) 0.07
Verl(CT) -0.10
Horz(CT) -0.08
(roc) Vdefl Ud
2-10 >939 240
2-10 >999 180
6 n/a rVa
PLATES
MT20
Weight: 66 lb
GRIP
2441190
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc puffins,
BOT CHORD 2x4 SP N0.2 *Except*
except end verticals.
4-9: 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 6-10-12 oc bracing.
Except
WEBS 2x4 SP No.3
8-5-0 oc bracing: 7-9
REACTIONS. (Ib/size) 6=537/Mechanical, 2=607/0.7-10
Max Horz 2=342(LC 12)
Max Uplift 6= 261(LC 12). 2=-189(LC 12)
FORCES. (Ib) - Max Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown.
TOP CHORD 23=-790/332, 5-6=-430/435
BOT CHORD 2-10=-676/636, 9-10=.676/636, 7-9= 264/344, 4-7_ 145/297
WEBS 3-10=0/282, 3-9= 565/597, 5-7=457/436
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0ps1; h=15ft1 Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5.0-0, Inieriof(1) 5-0-0 to 13-0.0, Extedor(2) 13-0-0 to 14-8-4 zone;
cantilever left and right exposed ;C-C formembers and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water pending.
3) This truss has been designed for a 10.0 pall bottom chord live load nonconcumenl 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 reclangle 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 100 lb uplift at joint(s) except Qt=lb)
6=261.2c189.
\\\\\I111
No 34869
i
N
�lOII,�///NA�\O
Julius Lee PE No.34869
MITek USA Inc. FL cart 6634
6904 Parlor Past Blvd Tampa FL 33BIO
Date:
October 1,2018
A WARNING -VsdlydadBnparemsrenaod READNOTES ON THISAND INCLUDED MMEKREFERANCEPAGEMb7473rev. lroDYLa16BEFORE USE.
}��R-
DesignvolidforuseonlyvUhM1706connectors. ih6 design is based only upon parameters shown,and Is far an individual burning component not
a truss systyym. Before use, the Widen designer must vent' the appilcablllly of design parameters and properly Incorporate inh design Into the overall
buldina tlesll.n. Bracing indicated is to prevent buckling of Individual lmssweb and/or chord members only. Addilionottemporaryandpermanentbracing
i,'Yr.�k`�
MiTek'
k always requlretl(or stabllityand to prevent collapse wah possible personal injury and properly damage. For general guitlanco regarding the
6904 Parka Ea;t BNd.
fabrication. storage.delivery. erection and bracing of bastes and fors; systems seeANSWIf Qualify CdfaM, DS11d9and SCS18v8ding Component
saterybuennallonava amble from ina Rate Institute. 218 N. Lee Street. suite 31% Alexandlics. VA22314.
Tempe, FL 3W10
Job
Truss
Truss Type
Oty
Ply
T15212914
1550192-PSLP-5808
G03
Halt Hip
1
1
Job Reference o tional
aunaers nrsiaaurce, ran Wean,"a v'o
3
3x4 =
5.6 = 2x4 11 3x4 =
4 5 6
3xu =
Scale=1:37.4
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL. in
(too) Well Ud
PLATES
GRIP
TOLL 20.0
Plate Grip DOL
1.25
TC 0.47
Verl(LL) -0.07
2-11 >999 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.90
Vert(CT) -0.15
2-11 >999 180
BCLL 0.0
Rep Stress lncr
YES
WB 0.33
Horz(OT) 0.07
7 n/a n/a
BCDL 10.0
Code FB02017/TP12014
Matnx-SH
Weight: 89 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins,
BOT CHORD 2x4 SP No.2
*Except*
except end verticals.
510: 2x4 SP
No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
WEBS 2x4 SP No.3
6-7-10 oc bracing: 2-11.
6-10-0 oc bracing: 8-10
REACTIONS. (lb/size) 7=540/Mechanlcal, 2=607/0.7-10
Max Horz 2=292(LC 12)
Max Uplift 7=-209(LC 12), 2= 203(LC 12)
FORCES. gb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-801/489, 3-4=-643/473, 6-7=-445/446
BOT CHORD 2-11=-764/656, 10-11= 302/276, 8-10= 435/423
WEBS 3-11=-279/481, 4-11=-390/437,4-10=-372/476, 6-8- 394/411
NOTES-
1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOLS.Opsh h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exlenor(2) -1.0-0 to 5-0-0, Inledor(1) 5-M to 11-0-0. Exterlor(2) 11-0-0 to 14-8-4 zone;
cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water pending.
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 20.0psf 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.
5) Refer to girder(s) for truss to thus connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withslanding 100 lb uplift at joint(s) except Gt=lb)
7=209, 2=203.
34869 '
;OR10P,
�ONW*
Julius Lee PE No.34869
MITek USA Inc- R. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 1,2018
A WARNING- Vedydasignparametmand READ NOTES ON THISANDINCLUDED MIIEKREFERANCE➢AGEMIFTdT3mv. 1,M)MVI58EFOREUSE
Design valid for use oNy Wih MITeMconneclors. ROsdeslgn 6 based only upon parameters shown and Is for an IMivldual Wilding component, net
��-
a truss system. Before use. the Wilding designer must verily the applicabOlN of design parameters and piopedy Incorporate Ihls design Into the overall
WOdingcesl9n. &achgiMlcatMistopevenl WcklergoflndM mlhuwweband/orchordmembersoNy. Addllionalfemporaryandpermanentbracing
MOW
Is always requiredlorstabllity and to prevent collapse Win possible personal hjuy and piopetly damage. For general gNdage regarding the
faWoolion,storage. delivery, erection and bracing of imssesand truss systems. weANS&VII Ouo/Ry CreOM, DSB49 and SCSI SD9dlrrp Camponenf
6904 Parke East Blvd.
Safo/y Wormonor avdlable from runs Plate holiMe, 218 N. Lee Street. Suite 312. Alexandria. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Oty
PIY
T15212915
1550192-PSLP-5808
G04
Half Hip
1
1
Job Reference o tional
BUllders Flrst5ource, Fon HMO. FL 34B90
rr.
3x6 =
3x4 =
6
Jxe = Jx4 II
3x4 =
6
Scale=1:34.0
9-0-0
14.1-10
1-8-6
LOADING (psf)
SPACING-
2-0-0
CS].
DEFL.
In
(too)
9defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.41
Ved(LL)
-0.14
2-11
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.64
Vert(CT)
-0.30
2-11
>572
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.22
Horz(CT)
0.09
7
n/a
rVa
BCDL 10.0
Code FBC2017/TPI2014
Matrix-SH
Weight: 84 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 7=540/Mechanical, 2=607/0-7-10
Max Herz 2=243(LC 12)
Max Uplift 7=-205(LC 9), 2=-209(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown.
TOP CHORD 2-3=-796/617, 3-4_ 536/367, 4-5=-425/399, 5-6= 270/253, 6-7=-429/410
BOT CHORD 2-11=-817/675, 5-8=-410/441
WEBS 3-11=-283/464, 5-11=.328/356, 6-8=-437/464
Structural wood sheathing directly applied or 6-0.0 oc pudins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-5-6 oc bracing: 2-11.
10-0-0 oc bracing: 8-10
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Fxp C; Encl.,
GCpl-0.18; MW FRS (envelope) and C-C Extedor(2) -1-" to 5-0-0. Intedor(1) 5-0-0 to 9-0-0, Extedor(2) 9-0-0 to 14.8-4 zone;
cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water pending.
3) This truss has been designed for a 10.0 pet bottom chord live load nonconcument 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) Peter to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Utdb)
7=205, 2=209.
0.pt'IUSa
``�� ; ��GENBF.• .�
• No 34869
n*
OR10P,
..........e
-••nm�n•
Julius Lee PE No.34969
MfTek USA. Inc. R. Cert 6634
6904 Parke East Blvd. Tampa R.33610
Date.
October 1,2018
®WARNWG-V df destenpnmmotorsand HEAD NOTES ON TNISANDWCLUDEDMNEKNEF£BANCEPAGEMO-74".. 10=015 BEFORE USE
Design valld for use only W h MITeM connectors. This dedgn Is based only upon parameters shown and Is for an IMINdual bu9dirtg compononl. not
a Inca sWo.. Befae use. the building designer must vedy the aWICQUIly of design parameters and propelty hcoipoiate this design Into the oveidl
bWdflh,, 9gn.bracing indicatedistobuckllrxloflndlvlau tiuswebantl/or chord members orgy. AdtMbnaltemporaryandpelmorembracing
MiTek'
prevent
6dwaysrequtredfmstabNtyandtoVevenlcdlapsewithpo epersoncghjwyandpopeityd=n e. FmWnefalguldanceregartlAgihe
69N Parke East BNd.
fo icallom storage. delNeW. erecfb antl bracing of Inrssesond tma Tema. seeANSUIF/1 Q=My Cfflo b. DS"9 wCBCSI Bu9EhQComponent
Tarce. FL 33610
SDPo/y0dortnelbmvdlable 8om Tray Rate InsIIMe. 218 N. Lee Street. Sulte 312, Alexandria. VAM14.
Job
Truss
Truss Type
Oty
Ply
T15212916
1550192-PSLP-5808
G05
Half Hip Girder
1
1
Job Reference (optionaq
......,.
_ ..
.,, e,.., oa 13 31:21 only P2ee 1
Builders FirstSource, Fort Piece, FL 34945
Special
5xe =
NAILED
11
3x4 = special
242
mDyYol L,wizW gxXGMoKOzrwnbSf7_zFZoxpOZtkvEFxUHUyYlg4
4-1 D0
NAILED
12
NAILED
3x4 = 3X8 =
NAILED
Scale = 1:30.9
LOADING (psl)
SPACING-
2-0-0
CSI.
DEFL in
(too) Mail Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TO 0.77
Vert(LL) 0.10
2-10 >999 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.72
Vert(CT) -0.13
9-10 >999 180
BCLL 0.0 '
Rep Stress Incr
NO
W B 0.64
Horz(CT) 0.02
6 n/a n/a
BCDL 10.0
Code FB02017RP12014
Matrix-SH
Weight: 80lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-2-15
be pur ins,
BOT CHORD 2x4 SP No.2
*Except*
except end verticals.
4-9: 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
WEBS 2x4 SP No.3
6-8-13 oc bracing: 2-10.
10-0-0oc bracing: 7-9
REACTIONS. (lb/size) 6=1157/Mechanical, 2=1007/0-7-10
Max Horz 2=194(LC 23)
Max Uplift 6=-559(LC 5), 2= 461(LC 8)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3= 16211711, 3-4=-13351754, 4-5=-1253/661, 5-6=-1071/532
BOT CHORD 2-10=-702/1358, 7-9=0/296, 4-7= 556/533
WEBS 3-10=0/381, 7-10=-741/1342, 5-7= 893/1672
NOTES-
1) Wind: ASIDE 7-10; Vuit=160mph (3-second gust) Vwd=124mph; TCDL=4.2pst; BCDL=5.Ops1; 11=151t; Cal. II; Exp C; Encl.,
GCpi-0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip D01--7.60
2) Provide adequate drainage to prevent water pending.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide
will fit between the bottom chord and any other members.
5) Refer to girders) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to basing plate capable of withstanding 100 Its uplift at joint(s) except 6t=lb)
6=559, 21461.
7) 'NAILED" indicates 3-10d (0.148°x3°) or 3-12d (0.148°x3.25') toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 Ib down and 3001b up at
7-0-0 on top chord, and 3361b down and 1331b up at 7-0-0 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 (pit)
Vert: 1-3=-54, 3-5=-54, 2-9=-20, 8-9=-20, 6-7=-20
Concentrated Loads Qb)
Vert: 3=-172(B) 9=-58(B)4= 105(B) 10=-336(B) 11=117(B) 12= 105(B) 13=-63(B) 14=-58(B)
ii
No 34869
L
Julius Lee PE No.34869
MiTek USk Inc. R. Cert 6634
6904 Parks East Blvd. Tampa FL 33610
Date:
October 1,2018
®WARNING-Verhydes/enparemelercm REAONOTESONTHISANDLVCLUD£DM"EKREFERANCEPAGEUlh7473'e.` p1Y¢15BEFOREUSE.
Da90n vollp for use oNy wfm Mliek§+connecto3 lNs tleslgn b Wsetl onlyupon parameters shown, and krorof htllvlduol Wllru component,rgt
T
ME
a Inm systr{m. Be1oe use, the I INrx1 tlovgner must verify rho appilcabYlty of design parameters and properly Incaporale IhSdedgn Info the overall
bulitlllxl design. aracln0 indk:afetl k to buckilrxl of lntllvidual imss web and/or chord members oNy. Adtllllorwl temporary and pelmaneni braclrxl
�AT
prevent
h always regiiietl f_r ,.brlty antl to prevent collapse wlih possNNe persorwl inhvy antl propeM tlamape. Fat general gWdance regodnA the
fab7calbn storage. tlelNery. erection arW Dradng of hussesand fins systems, seeAN51/fpif OualEy CdfedD, D$8 P and BCSI BuederQ Component
IYltlek•
6904 Parke East BNtl.
SehfylNormDlblpvt8lable Irom Lus %ale Ins11Me.219 N. Lee Street, 5ilis 312 Alexand4a VA22314.
Te�rye, FL 3361p
Job
Truss
Truss Type
Oty
Ply
T15212917
1550192-PSLP-5808
G06
Monopitch
2
1
Job Reference o l nal
builders rlrsibource, ran rleGn, 11.naao
1 1r�*
ST1.5xe STP =
3x6 =
6.f10 r12
17
3x4 i
6
7
i 6xe =
4 3x4 =
8 15
zxa II
2x4 112-0-0 1-26
900 2 11
2x4 II 2x4 11 2x4 II
Scale = 1:43.4
LOADING (psi)
TOLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grp DOL 1.25
Lumber DOL 1.25
Rep Stress ]nor YES
Code FBC2017/rP12014
CS].
TC 0.59
BC 0.84
WB 0.60
Matrix-SH
DEFL. in
Vert(LL) 0,49
Vert(CT) -0.59
Horz(CT) 0,20
(100) Vdell Ud
16 >353 240
16 >293 180
8 n/a n/a
PLATES
MT20
Weight: 91 lb
GRIP
244/190
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 'Except'
TOP CHORD
Structural wood sheathing directly applied or 6-0.0
oc purlins,
5-7: 2x4 SP No.2
except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 5-10-11 oc bracing.
Except:
3-16: 2x6 SP No.2, 3-13: 2x4 SP No.1, 12-14,6-11: 2x4 SP No.3
10-0-0 oc bracing: 9-11
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 8=542/Mechanioal, 2=619/0-7-10
Max Horz 2=383(LC 12)
Max Uplift 8=-307(LC 12), 2-165(LC 12)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-325/5, 34-984/420, 4-6=-278/19
BOT CHORD 3-15=756/879, 14-15=-756/879, 13-14-778/904, 9-13=-221/374, 6-9=-1541375
WEBS 6.8-500/507, 4-15=-43/322,4-13=-772/635
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL11.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interlor(1) 5-0-0 to 14-8-4 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with anyotherlive loads.
3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle a-B-o tall by 2-0-0 wide
will 0t between the bottom chord and any other members.
4) Reter to girder(s) for fares to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
8=307, 2=165.
�V41USe
i
ND 34869�:�
n*
Julius Lee PE No.34869
M(Tek USA, In FL Gert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 1,2018
®WARNING- Vedtydestgnparemerersand RF.1D NOTES ON THISANDWCLUDEDMDEKREF£BANCEPAGEMLL74nmre 10DY1015BEFOREUS£.
Oaslgn Valhi for use only Win MnelkO connectors. lnls design Is boxed only upon noramoters shown and Is for an IncMduol bufldlt component not
a hues syst .Biafora use, the buildng designer must vent' the appllcaUlly of design parameters and property Incorporate thls design Into the overall
bullding Ign. &whg(Md atedktopreventbacktlWofhdlvidualimzwebard/orch rdmemb moNy. AddlllawlfemporoWmcip rmamntbrwing
KWIC
h always required for stablllty and to prevent collapse with posslUle personal lniay and property domgae. For general gNtlance regarding the
fabrtcatton. storage, delivery. erection and bracing of trusses and trusssystems, seeANSM11 OuaIBy Criteria, DSBdg and SCSI Bugdinp Component
6904 Parke East BNd.
Sarofy MlomsalbrAvallade eom Truss Plate Im11Me, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314.
Tempe, FL settle
Job
Truss
Truss Type
Dry
Ply
T15212918
1550192-PSLP-5808
G07
Monopitch
2
1
Job Reference o tional
2
ge
Builders RrstSource, Fort Piece, FL 34945 8.220 s May 24 2018 Milek Industries, Inc. Sat Sep 29 13.3123 a
ID:OKJbFextnbtsJ7lpVjiW mOyYolL-sd4H4dYXtPbxC949jth630KzpkTgl rBBhZObMNyYlg2
-1.0-0 2-7-12 7-1-13 11-7-10 14-2-0
i-0.0 2-7-10 46-3 4-5.13 2-56
�1
O
ST1.5xe STP=
2x4 II
axe =
6.00 12
Scale=1:41.6
LOADING lost)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017ITP12014
CS].
TC 0.55
BC 0.79
WB 0.32
Matrix-SH
DEFL. in
Vert(l)
Vert(CT) -0.39
Horz(CT) 0.20
(fee) Vdefl Ud
13 >491 240
3-12 >420 180
8 n/a nta
PLATES
MT20
Weight: 83 He
GRIP
244/190
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP 140.2 *Except'
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
1-5: 2x4 SP M 31
except end verticals.
BOT CHORD 2x4 SP N0.2 `Except'
BOT CHORD
Rigid calling directly applied or 6-0-0 oc bracing.
Except:
3-13: 2x6 SP No.2, 3-10: 2x4 SP No.1, 6-11: 2x4 SP No.3
10-0-0 oc bracing: 9-11
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 8=543/0-6-0,2=594/0-7-10
Max Hom 2=366(LC 12)
Max Uplift 8= 280(LC 12), 2= 159(LC 12)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-314/0, 3-4=-904/389, 4-6=-355/72
BOT CHORD 3-12=-706/807, 11-12_ 706/807, 9-11= 239/419, 6-9=-198/437, 8-9=
261/285
WEBS 4-12=-60/264, 4-11=-652/571, 6-8=-503/462
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Inte4or(1) 5-0-0 to 14-0-4 zone; cantilever left and right exposed
'C-C for membersand forces & MWFRS for reactions shown; Wmber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other Ilve loads.
3) - This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.&0 tall by 2-0-0 wide
Wit fit between the bottom chord and any other members.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except gt=lb)
8=280, 2=159.
,,,�\,G ESN S*F ,,,,10:0
i
No 34869 G
*: 1F
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P: 2.
SA140RX$ ��,�.
ppS�ONA� E�%�•
Julius Lse PE No.34869
MRak USA, I= FL Cart 6634
6904 Packs Fast Blvd. Tampa R.33610
Date:
October 1,2018
Job
Truss
Truss Type
Oty
Ply
T15212919
1550192-PSLP-5808
G08
Half Hip
1
1
Job Reference (optional)
bullaeR Flrslaource, rorr rrcw, rr. oeara
3
2x4 11
3x6 =
2x4 11 3x4 = 3x4 = 2x4 11 Scale=1:38.3
5 6 7 8
LOADING (psl)
SPACING- 2-00
CS'_
DEFL. in
(roc) Wall Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.87
Vert(LL) 0.33
14 >444 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.94
Vert(CT) -0.37
3-13 >397 180
BCLL 0.0
Rep Stress lncr YES
WB 0.33
Horz(CT) 0.15
10 n/a Na
BCDL 10.0
Code FBC2017/TPI2014
Matrix-SH
Weight 86 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 'Except'
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins,
6-8: 2x4 SP No.2
except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
3-14: 2x6 SP No.2, 5-12; 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=521/0-7-10, 10=62310-10-13
Max Horz 2=317(LC 12)
Max Uplift 2= 151(LC 12), 10=-315(LC 9)
FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-265/0, 3-4= 699/345
BOT CHORD 3-13=-644/619, 12-13_ 644/619, 11-12=-323/352
WEBS 7-10=-290/386, 4-13=-69/296, 4-12=-666!/21
NOTES I
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDLS.Opsh, h=15ft; Cal. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 12-0-0, Exlerior(2) 12.0-0 to 14-8-4 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) Provide adequate drainage to prevent water pending.
3) This truss has been designed for a 10.0 lost bottom chard live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.0ps1 on fire bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 vide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb)
2=151, 10=315.
y No 348690
;OR\N
10NAU
Julius Lee PE No.34869
MRek USA, Inc, R. Cert 6634
6904 Parka East Blvd. Tampa R.33810
Data:
October 1,2018
®WARNING. Vadlydes/9apemmatareeadREAD NOTES ON THIS AND WGLUOEDMREHREF£RANCEF'AGEMIF7473rev. 1aV3Q015VEFORE USE
Design valid for use arty Wth MI1eM connectors. INS design is based orgy upon parameters shovm, and Is for an I dMdual WIIOIng component, not
a Russ system. Before use. the Wilding designer must verity Ithe appllcorMlN of design parameters and property Incorporate this design Into itre overall
W[laingdbsign. Bracing Indicated Istoprevent bucklingofhdlvldualtrusweband/or chord members orgy. Addillonaltempomrymdpennanenibracing
MiTek'
IS always required for stability and to prevent collapse with poslWe personal Iresy and properly damage, For general grldalce regarding Inc
fabrlcalion. storage. delivery. erection and bracing of huses and Russ systems seeANSVIPIi Oua@y Calloft DS049 and BCS1 Suedlny Componen!
69N Parke East BNO.
SaPotylNoanalbinvalode Rom Truss Place Rrslllute, 218 N. Lee Street. Sol 312. Alexandria, VA22314.
Tarrpa, FL 33810
Job
Truss
Truss Type
Dry
Ply
T75212920
1550182-PSLR-5808
G09
Half Hip
1
1
Job Referenceo tional
Builders FlrstSOUrce, Fort Piece, I-L 3494b 6.2m a rvmy 242013 Mi. k;,, uacu, uw. ouwvy. • -e•-
ID:CKJbFexlnbtsJ7lpVjiW mDyYoIL-a7ClWanP1 rfSSEYglj3BpOHuYAnVnuU9NhOFyYIgO
-1-DO 2d-10 8-s-6 10-0-0 14-10-0
1-0-0 2-7-10 61-12 1-2-10 4-10-0
4x6 =
5x6 =
5 6
2x4
3x4 =
k
scale = 1.36.2
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL. In
(roc) Well Ud
PLATES
GRIP
TOLL 2D.0
Plate Gdp DOL 1.25
TO ' 0.70
Ven(LL) 0.32
3-12 >365 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.75
Ven(CT) -0.36
3.12 >329 180
BOLL 0.0 '
Rep Stress [nor YES
WB 0.24
HOrz(CT) -0.13
9 n/a We
BCDL 10.0
Code FBC2017/TPI2014
Matrix-SH
Weight: 80 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2
*Except'
except end verticals.
3-13: 2x6 SP
No.2, 4-12: 2x4 SP No.3
BOT CHORD
Rigid telling directly applied or 6-0-0 oc bracing.
Except:
WEBS 2x4 SP No.3
10-0-0 oc bracing: 10-12
REACTIONS. Qlatsize) 2=37210-7-10, 9=799/0-10-13
Max Horz 2=268(LC 12)
Max Uplift 2=-113(LC 12). 9=-480(LC 9)
FORCES. (lb) - Max. CempJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-296/0, 3-4=-388/29, 4-5_ 464/209, 5-6=-464/236
BOTCHORD 9-10=-122/292, 8-9=-175/371
WEBS 4-9= 5091490, 6-9=462/720, 6-8=-494/232
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Dps1; h=15fq Cat II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0.0 to 10-0-0, Extedor(2) 10-0-0 to 14-8.4 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) Provide adequate drainage to prevent water pending.
3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 316a0 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 100 lb uplift at joint(s) except Qt=1b)
2=113, 9=480.
4
i
34869
C*
AII�.I���a�
� •:OR Q �N
01
Julius Lee PE No.34869
MRek USA, Inc. FL Cert 6634
6904 Parks East Blvd. Tampa FL 33610
Date:
October 1,2018
Q IVARNM-VedfydoclgaparametemandREAD NOTES ON TH/SANDINCLUDEDMrr£KNEP£aANCEPAGEMII-74".r .fa/0 ISEE£ON£USE
Design valid for use arty Win MITek& conractors, inns design Is based only upon paramotem shown cod is for an hWlvlduol Wilding component. not
a Russ system, Before use, the bWlmng designer must verity the applicaMity of design parameters and properly incomorate Ihls design Info the overall
buadingdeslgn. &acenglndlcateefistopreventWcklirgofindivldualfirms webantl/or chord memWaody. Addlilomaltemporaryondpermanentlume1W
MiTek'
h always requiredfor slabllityaad to prevent collorma with possible personal Injury mad Property damage. Forgeneralguldance,regarcHWthe
foNl tbm slorooe, delNery, erectbn mad braclW of tmsses0r truss systems s 9ANSUMIl QuaQy Cr@nb, DSBd9 and SCSI BuOdbg Compon.nt
69N Pmke Eest Blvd.
SalaryedoimaNOlAvallaNe from Truss Net. InstlMe. 216 N. Lee Shest. sale 312. Aloxarxide. VA 22314.
Tanpe. FL 33610
Job
Truss Type
Oly
Ply
T15212921
]Truss
1550192-PSLP-5808
G10
Halt Hip
1
1
Job Reference o tional
Builders FirstSource, Fort Piece, FL 34945 8.220 s May 24 2018 MlTek Industries, Inc. Sat Sep 29 13:3126 2018 Page 1
ID:OKJbFextnbtSJ7lpVjiWmDyYoIL.HCmPjlaPAKzW3cpkODFIhlyScyS8EBbeNKeFziy' lq7
-1-0.0 2-7-10 8-0-0 8-9L 14-10-0
1-a0 2a-10 H 0-96 6-a10
3x4 = 6x8 = 2x4 II
Sx4 =
Scale: 318-=1'
LOADING (psf)
TCLL 20.0
TCDL '7.0
BCLL 10.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress [net YES
Code FBC2017/TPI2014
CSL
TC 0.64
BC 1.00
WB 0.41
Matrix-SH
DEFL. In
Vert(ILL) 0.26
Vert(CT) -0.29
Horz(CT) -0.06
(loc) Udell Ud
3-12 >429 240
3-12 >389 180
8 We n/a
PLATES GRIP
MT20 244/190
Weight: 701b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-7-11 oc puriins,
BOT CHORD 2x4 SP No.2 `Except'
except end verticals.
3-13,5-12: 20 SP No.3
BOT CHORD
Rigid calling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3
2-2-0 oc bracing: 10-12
REACTIONS. (Iblsize) 8=113IMechanica1, 2=274/0-7-10, 9=998/0-7-10
Max Horz 2=218(LC 12)
Max Uplift 8=-166(LC 19), 2=-41(LC 12), 9=-459(LC 12)
Max Grav 8=148(LC 12), 2=274(LC 1), 9=998(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 3-4=-450/324, 4-5= 264/218, 5-6=797/670, 6-7= 7971670
BOT CHORD 3-12=-218/264, 9-10_ 368/431
WEBS 7-9=443/881, 5-9>665/806
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Fxp C; Encl.,
GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-M, Interior(1) 5-0-0 to 8-0-0, Extedor(2) B-0-0 to 14-8-4 zone;
cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This Inks has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads.
5) ' This muss 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 buss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2 except jt=1b)
8=166, 9=459.
�%O0w1,IUS�[E�
.DENS.
34869
i
,.Of DIVA► ��"%
�4umm+„
Julius Lee PE No.34869
MiTek USA Inc. FL Cart 6634
6904 Parke East Blvd. Tampa R.33610
Date:
October 1,2018
A WARNWG-Vad/ydeslgnpemnrelereeed READNOTES ON MIS ANDINCLUDEDM?EKREFERANGEPAGEMM174TSme f"N ISSEFGREUSE
Design valid for use only with MITekW connectors, Ns design b based only upon parameters shown and Is for an MlAdual building connPonoal, not
��
a Jim system. Before use, the bWltllng designer must verify Ite appllcoWlty, of design parameters and proporly Incorporate Ihls desgn into Ile overall
bWldingodagn.BrmhglndicatedlstopreventbuckilWoflndivkluallmssweband/or chord membersoNy. Addltloreltemporary and permanent lorooN
KWIC
k always required for stablllty arW to prevent colloose with possible personal lniury and Property damage. For general guldonce smarcung the
6904 Parke East BNd.
faWkalbn storage, delivery, ereellon and bracing of Imses and truss systems. seeANSU/P11 Cuagy ClDeda, DSB41P and SCSI BuBding Component
Tampa, FL 33610
SablylnbnnafblWalloble from Ttus Plate Indilute. 21a N. Lee street, sJte 312, Alexandria, VA 22314.
Job
Truss
Truss Type
Oty
PIY
T75212922
1550192-PSLP-5808
Gil
Halt Hip Girder
1
1
Job Reference (optional
Bmltlers FlrsiSource, non niece, rL;wano ID:OKJbFextnbtsJ7lpVjiWmDyYoIL-IOKnw4blxeSNhmOxyjmXDEVhDLz5zi7ncBOOVByYIq_
6.0.0 8-9-6 14-10-0
1-0-0 6-0-0 2-94 6.0-10
Scale=1:28.4
NAILED
46 3x
= _
4 = 2x4 I NAILED � NAILED 4x6
ST1.5xe STP= 3x4 = 2x4 11
3x4 =
6-0-0
2-9�6
1-2-10
LOADING (psQ
SPACING-
2-0-0
CS1.
DEFL
In
(roc)
Vdefl
L/d
TCLL 20.0
Plate Gdp DOL
1.25
TC 0.39
Vert(LL)
0.04
2-11
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.31
Vert(CT)
-0.07
2-11
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.13
Horz(CT)
0.00
7
n/a
Na
BCDL 1'0.0
Code FBC2017frP12014
Matrix-SH
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORb 2x4 SP N0.2 *Except*
4-10: 2x4 SP No.3 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 7=127/Mechanical, 2=392/0-7-10, 8=616/0-740
Max Harz 2=169(LC 8)
Max Uplift 7=-61(LC 4). 2=-144(LC 23), 8=-256(LC 5)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3= 342165
WEBS 4-11=-163/345, 5-8=-393/272
PLATES GRIP
MT20 244/190
Weight: 70 lb FT=20%
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=158; Cat II; Exp C; Encl.,
GCpl=0.l8; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water pending.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This tmss 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 01 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 100 lb uplift at joint(s) 7 except (It=1b)
2=144,8=256.
7)'NAILED' Indicates 3-1 Oil (0.148•x3') or 3-12d IDA 46'x3.25') toe-nalls per NDS guidlines.
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 (pit)
Vert: 1-3=-54, 3-6=-54, 2-10- 20, 7-9=-20
%J%�vlljus r,F�O���'
GENg�.•
34869
OR10P,
-•nm�u••-
Julius Lee PE No.34869
MRek USA, Inc. R. Cert 6634
6904 Parka East Blvd. Tampa R.33810
Date:
October 1,2018
AWARNWG- Verify designpdrxmetemandREAD NOTES ON THKANDWCLUDEDMN KREFERANCEPAGEMP74nmre i1YXL1015 BEFORE USE
Design valld lot me only vAlh Mliek®connectors. His design Isbased only upon parameters shoe and Is for on htdlNdual Wilding component net
�'
a truss system. Before use, the building designer must verify the applicability of design parameters and propery incorporate Inc design into line overall
lndkated is to buckling Individual now web andfor chord members only. Addlllorwl temporary and permanent bracing
MiTek'
bullding deslrin.&acing prevent of
Is olw6W required! for stadilly and to prevent collapse with posdde personal bjwy and property damage. For general gWtlalce regarding line
6904 Parke Earl BNd.
fabrication. storage, delivery, erectbn end bracing of frutses and truss System WeANSYMIi Quality pDetb, DS849 and SCSI Building Component
Ten.. FL 33610
SOhtyfntdlmarbnavNlode hem leas Plate Institute, 218 N. Lee Slreel. SWie 312. Alexandria. VA22314.
Job
Truss
ype
Oty
Pry
T15212923
1550192-PSLP-5808
G12
THUlcSHTpSpPdd
1
1
Job Reference o tional
Builders FirslSoume, Fort Piece, FL 34945
8.220 s May 24 2018 M7ek Industries, Inc. Sal Sep 29 13:31:27 2018 Page 1
ID:OKJbFexlnbtsJ7IpV1 W mDyYol L.IOKnw?bl xe5NhmO*mxDEM2LJ1zi6mBOoV8yYlq_
Scale = 1:19.3
US =
2x4 11 2x4 II 2x4 II
4 6 6
3x6 = 2x4 11 2x4 11 2x4 it 2x4 11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
In
(too)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL)
-0.00
1
n1r
120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.25
Vert(CT)
0.01
1
n/r
120
BCLL 0.0
Rep Stress Incr YES
W B 0.13
Horz(CT)
-0.00
7
n/a
We
BCDL 10.0
Code FBC2017/IPI2014
Matrlx-SH
Weight: 41 to FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. All bearings 9-4-6.
(Ib) - Max Horz 2=119(LC 12)
Max Uplift All uplift 100lb or less at joints) 7, 2, 8, 9 except 10=-122(LC 12)
Max Grav All reactions 250lb or less at joint(s) 7, 2, 8, 9 except 10=263(LC 1)
FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
WEBS 5.8-1201259, 3-10=-161/445
Structural wood sheathing directly applied or 6-0-0 oc pudlns,
except end verticals.
Rigid calling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15f ; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60
2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (none] to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1.
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads.
7) ' 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9 except
Qt=lb) 10=122.
J1.IUS�t .if.�i
34869
*
4ORID
!0NA1-i�
Julius Lee PE No.34669
MiTek USA, Inc. R. Cert 6634
6904 Parke Fast BNnL Tampa R.33610
Date;
October 1,2018
AU WARNWG-Vodlydosign parameters and REAONOTE50NTNI5 ANO /NOLUOEOMNEKREFERANCE AGEMM1747arev. IdO]rz015aEFOREOSE
Design vailtl for use oNywAlh Mdelv�conneclors. iNs tlesign h basetl only upon parameters shown, and h br an hldlNduai bu'ding component, rwt
M,
{■�
a inns sysiGm. Boforo tae, it- taIIdW tledgner must vetlfy the OpplicaW Ity of tlesign parameters antl gopedy Ncoiposate this design Info the overall
bulltlxxldeslon. aachg lndkateel trio lxevam tackling of lndlNdualbusswebrnd/or cf "art a .oNy. AMLIIawl temporary and permanent Wacing
MiTek'
5olways regWretl 1. a tobOlNarultopreven, collapse wish pas IDlel>ersorwllnpay antl lxoperly damage. For general gWdance regortllrxg the
fobrbatioh, storage. delNery, erectlon Oriel Ixocing of Imssesontl Vussyslema seeANSI/IPIi QuaNy Ctealb, 0584W and BCSI BUStlNg Component
6904 Parka East Btrd.
Safety 0rM/mafbrpvailable horn Irus Rote institute. 216 N. lee Sheet suite 312 A1exaMAa VA 22314.
Ten.. FL W610
Job
Truss
Truss Type
Oty
Ply
T15212924
1550192-PSLP-5808
HJ2
Diagonal Hip Girder
2
1
Job Reference o Bonal
Builders FirstSource, Fort Piece, FL 34M
2x4 =
8.220 s May 24 2018 MlTek Industries, Inc. Sal Sep 29 13:31:28 2018 Page 1
ID:OKJbFextnbW7lpVji W mDyYoIL-DauA8LcfiyDEJwy7VOHmmS2v_IMLiBOwr7L0ay'tlpz
Scale = 1:9.1
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL.
in
(loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grp DOL 1.25
TC 0.20
Vert(LL)
-0.00
2-4
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.06
Ven(CT)
-0.00
24
>999
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 10lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=12/Mechanical, 2=203/0-10-7, 4=22/Mechanical
Max Horz 2=79(LC 4)
Max Uplift 3=-16(LC 19), 2=-163(LC 4)
Max Grav 3=44(LC 22), 2=203(LC 1). 4=44(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purins.
BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=151t; Cat. II; Exp C; Encl..
GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girdev(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb)
2=163.
6)'NAILED* indicates 3-10d (0.148'x3') or2-12d (0. 1 48'x3.25') toe -nails per NDS guidlines.
7) 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (foil)
Van: 1-3=-54, 2-4=-20
Concentrated Loads (Ib)
Vert: 5=20(B)
1 (F�O��i�
34869 '
NAL
Julius Lee PE No.34869
Mak USA, Inc. FL CArt 6634
8904 Parke East Blvd. Tampa R.33610
Data:
October 1,2018
O WANN/NG-Verily deergnparameferc andflFAO NOTES ON INIS ANp/NCLDOEO hIREKflEFERANLE PAGEMM1]OArev. 1WDLS015 BEFONE USE.
�■�
Deslpn valltl foruse oNywm Mnek�conno to. ruts tleri bbasetl oNyupon parameters shown, and lstor on krdMduaI Wlldlrxt componer" nor
a truss svugm. Before use, the MJItlinD tled9nor must verify the appllcabOlty oftleAOn parameters antl properly Inconwrale Bill tlesl0n Into the overall
tledmn. Wacbalr fo(xevent buckllna lntlivltlual tmsweb and/or chortl members oNy. Atldltbnal temporary and pemsanenlbraclrxl
ai}e1�n
iviiTek'
buBGssO .o,is of
E always requlretlroc stobillWantl to preventcNlapse calm poalble persorwI in jury and Woperiy tlomaae. For Denerol9ultlonce re0artllig the
toblicalbn dorart.delivery.erectron and braGn9 of lenses antl truss systems. seeANSVIPIi Oua2y CrBeM, DSB-09 a ad BCSI BUPdbry Cpmponmt
6904 Parke East Md.
SafetyN/omrafbmvdlable from truss Rate Institute, 218 N. Lee Street. S ffe 312, Alexandrla. VA MI 4.
Ta�rya, FL 3361e
Job
Truss
Truss Type
Oty
Ply
T15212925
1550192-PSLP-5808
HJ3
Diagonal Hip Girder
1
1
Job Reference o aonal
Builders FirstSource, Fort Piece, FL 34945
2x4 =
LOADING (psf)
SPACING-
2-0-0
CBS.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.30
TCDL
7.0
Lumber DOL
1.25
BC 0.17
BCLL
0.0 '
Rep Stress Incr
NO
WB 0.00
BCDL
10.0
Code FBC2017/TPI2014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP NO.2
REACTIONS. (Ib/size) 3=61/Mechanical,2=220/0-10-7,4=36/Mechanical
Max Horz 2=104(LC 4)
Max Uplift 3=-49(LC 8), 2=-117(LC 4)
Max Grey 3=61(LC 1), 2=220(LC 1), 4=72(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
8.220 s may ea Zola MITex muuswus, Inc. oar any co 13:31:—co,o raeo,
ID:OKJbFextnbtsJ7lpVjiW mDyYcIL.hnSYLhdITFL5w4XJ38o71fa379grReg43VNY0yYlpy
Scale = 1:11.6
DEFL. in Qoc) I/defl L/d PLATES GRIP
Vert(LL) -0.01 2-4 >999 240 MT20 244/190
Ved(CT) -0.02 2-4 >999 180
Horz(CT) -0.00 3 n/a n1a
Weight: 15 to Fr=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
3) ' This tmgs 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.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of Buss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gtdb)
2=117.
6)'NAILED" indicates 3-1Od (0.148'x3') or 2-12d (0.148x3.25') toe -nails per NDS guidlines.
7) 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 (pit)
Vert: 1-3=-54, 2-4= 20
Concentrated Loads 01b)
Vert: 5=44(F=22, B=22)
IV
i
34869
f'/�NAI
t1011111111�
Juilus Lea PE No,34869
MITek USA, Inc. FL cent 6634
6904 Parke East Blvd. Tampa R.33610
Bate:
October 1,2018
® WARNING- VsvBYdeLsnpararnetercend READ NOFES ON THISAND INCLUDED MREKREFERANCEPAGEM1P747i?rc, 1 N32015 BEFORE USE
Design vall(1 for use only weh MileMconnectors. Wsdesign Ls based oNy upon parameters shown, antl is (man individual Wilding component rroi
a to ct system. Before use, the bWlding designer must vedry the aprellcatonty, of design parameters and poperly Incorporate IDk design Into I. overall
building design. Orating Indicated! Is to prevent buckling of Individual trussweb and/or chord members only. Addlilorol temporaryand permanent bracing
MtTek
6 always regWretl for stabllltyand to pevent coilq ea vilh posdble persona] Injury antl poPeM damage. For general gWdance repardlnO me
fabrication, storage, delivery, erection a,rl bracing of trusses and truss systems, weAN MIJ OUOMy Crferb, DSB2pand BCDBuederg Component
6904 Pe,kB East Blvd.
Solely lnloimaWlPvdlabie from In8 Rate Institute. 218 N. Lee street. Site 312, Plexancirkt VA 22314.
T.W., FL M10
Job
Truss
Truss Type
Ory
Ply
T15212926
1550192-PSLP-5808
HJ5
Diagonal Hip Girder
4
1
Job Relerenc¢ o tional
P
Builders FrstSource, Fort Piece, FL 34945
3x4 =
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
TCDL 7.0
Lumber DOL 1.25
BC 0.50
BCLL 0.0 '
Rep Stress Incr NO
WB 0.00
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
REACTIONS. (Ib/size) 3=153/Mechanlcai, 2=315/0-1D-7, 4=72/Mechanical
Max Horz 2=157(LC 4)
Max Uplift 3=-126(LC 8), 2=-131(LC 4)
Max Grav 3=153(LC 1), 2=315(LC 1).4=118(LC 3)
FORCES. (Ib) - Max CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown.
8.220 s May 24 2018 MITek Industries, Inc. Sat Sep 29 13:31:30 2018 age 1
ID:OKJbFextnbtsJ7lpVjiWmDyYoIL-9zOwYOewEZTyYE6WdrJErt79mZVASW D19cS5TyYlpx
Scale=1:17.5
DEFL. in (loc) Wag Ud PLATES GRIP
Vert(LL) -0.08 2-4 >971 240 MT20 244/190
Vert(CT) -0.17 2-4 >468 180
Horz(CT) -0.00 3 n/a n/a
Weight: 24 lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fC Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This buss 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 tit between the bottom chord and any other members.
4) Refer to girder(s) for trues to truss connections.
5) Provido mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qtdb)
3=126, 2=131.
6)'NAILED' Indicates 3-1 Od (0.148'x3') or2-12d (0.148'x3.25°) toe-nalis per NDS guitlllnes.
7) 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 (pit)
Vert: 1-3=-54, 2-4= 20
Concentrated Loads (lb)
Vert: 5=44(F=22, B=22)
's s%�,IUSI(FF
34869
7 •M s l ll-* _ l A C r1-
-11111111111•'
Julius lee PE No.34869
MRek USA, Inc. FL Dert 6634
6904 Padre Fast Blvd. Tampa FL 33610
Date:
October 1,2018
®WARM No-V%tl Ee9gnparamer0rc anOHEAO Nomss ONTNIS ANa INCLUOEO MREKREFERANCE PAGEMM1AIamv. 10NYL0156EFORE USE.
Deslpn valitl for use oNywllh Milele®connectors. u"' design b basetl oNy upon parameters shown, and Is loran IndlNtlual bu9tllrxl campOrtenf, not
19!
a t_ system. Before use, the txilltllrrp tledpner must verity the appllcab9lty of tlesign paramelersarxt properly Ncorporate ihB tleslpn Into tiro overall
tleslgn. &acing truncated isio buckling buss web and/or ctwrtl members oNy. Atltllllorsal temporary antl permarmnl braclrxl
MiTek'
buAlding rxevenl o(IntliNdual
bOlways'o"red for stabilnyantl to prevent wllapse sWlh posmie personal inlay antl property danaga. For general OWtlance regarding the
fabdcatbN storage, delivery. erection antl bracing of trusses antl truss systems, seaAN4UlPII Gw/Oy C@orb, 05941VOnO8C51 Bv9d9r8 COmPenenl
6904 Parke Earl BWtl.
SOhlybbnnafbrt�vOilaMe hom r us Rate Irsstllute. 216 N. Lea Sheet. Site 312. PlexorWrla, VA22314.
Tanya, FL 33610
Job
Truss
Truss Type
01Y
PIY
T15212827
1550192-PSLP-5808
WIT
Diagonal Hip Girder
1
1
Job Reference (optional)
Builders FirstSource, Fort Piece, FL 34945 o.ecasmay c. cu�o n�unnnwu�u,eo, uie.=a SP2U1=,..,�a .veo.
ID:OKJbFextnbLSJ7lpVji W MDYYoIL-d9ZImMeY7tboANhiBZgTO4gNOzIHVT2NXpMOdvyYlpw
-1-5.0 b1-9 9-10-1
1-SO &1-9 4-8-7
Scale=1:23.0
3x4 =
NAILED NAILED NAILED
5-1-9
14-8-7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
In
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.45
Vert(LL)
-0.03
6-7
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.43
Vert(CT)
-0.06
6-7
>999
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.33
Horz(CT)
0.01
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 4211b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (Ib/slze) 4=131/Mechanical,2=449/0-10-7,6=302/Mechanlcal
Max Herz 2=206(LC 4)
Max Uplift 4=-134(LC 4), 2=491(LC 4), 6= 118(LC 8)
FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3-679/267
BOT CHORD 2-7-343/608, 6-7=-343/608
WEBS 3-7=0/274, 3-6_ 657/371
Structural wood sheathing directly applied or 6-0-0 oc puffins.
Rigid ceiling directly applied or 9-11-12 oc bracing.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL.4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for muss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fjtdb)
4=134, 2=191, 6=118.
6)'NAILED" indicates 3-10d (0-148'x3') or2-12d (0.148'x3.25') toe -nails per NOS guidlines.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASES) Standard
1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-4=-54, 2-5-20
Concentrated Loads (Ib)
Vert: 8=44(F=22, 3=22) 10-93(F— 38, B=-55) 13=-38(F= 18, B=-20)
i
34869 '
I
Julius Lee PE NG.34869
MRek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33010
Date:
October 1,2018
AU WARNING- VeritydealgnparametersandHEAD NOTES ON THISANDINCLUDEDUNEKNEFENANCEPAGEMUf74nmre 101MVIISBEFOFE USE
w�
Design valld for use only Wth Mbe1oD connectors. INs design Is based only upon parameters shown. and Is for an In ilNtlual building component, not
a tens system. before use, the bWkang designer must verity the aWllcab0lty of design parameters and properly IncoOwrate this deslgn into the overall
budingdleggn.BrmbgindtoedhtopreventMekiingof]WMduallusewebaM/orcWdmembersody. AddblonaltemporaryandpermoneMbracing
MiTek'
Is always regalmd fa stabl6ty and to prevent collapse with possible personal Injury and property tlanage. For general guldonce regardkrg the
fabrk:atbn, storage, delivery. erection and bmcing of trusses and Russ systems. seeANSilmll Quality CrEaria, DS"P and BCSI BuBd610 Component
69N Perk. East Blvd.
Salafylnformalionwefl.N. from 1. Plate tnsfllule. 218 N. Lee Sheer. Wt. 312. Alexadtla. VA 22314.
Tama; FL 33610
Job
Truss
Trus
Cry
PlyT15212928
1550192-PSLP-5808
7DI.g.r.1'HipGirder
2
1
Job Reference (optional)
Builders FrstSoures, Fort Piece, FL 34945
2
2%4 c-"'-- 2x4 II 3x4 II
NAILED NAILED
NAILED
u.LLu s May 242018 MIIBR muusme5,uw. aa,anpm
Scale=1:23.1
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress [nor NO
Code FBC2017rTP12014
CS'.
TC 0.27
BC 0.93
WB 0.23
Matdx-SH
DEFL. In
Vert(LL) 0.08
VerICT) -0.12
Horz(CT) 0.04
(lot) VdeB Ud
9 >999 240
8-9 >935 180
7 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 44111 FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD'
Structural wood sheathing directly applied or 6-0-0 oc pur ins.
BOT CHORD 2x4 SP No.2 `Except*
BOT CHORD
Rigid telling directly applied or 8-11-3 oc bracing.
9-10: 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 5-59/Mechanlcal, 2--150/0-10-7, 7=377/Mechanical
Max Horz 2=206(LC 4)
Max Uplift 5=-55(LC 4), 2=-185(LC 4), 7=-182(LC 8)
FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 glo) or less except when shown.
TOP CHORD 2-3=-475/120, 3-4— 792/344
BOT CHORD 2-11=-190/402, 10-11= 190/402, 3-9=-232/325, 8-9= 398/727, 7-8=-398/727
WEBS 4-8_ 94/388, 4-7=-813/445
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDLS.Opsf; h=151t; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL--1.60 plate grip D0L--1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 5 except at -lb)
2=185, 7=182.
6)'NAILED* indicates 3-10d (0.148°x3') or 2-12d (0.148°x3.25•) toe -nails per NDS guldlines.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASES) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase rl.25
Uniform Loads (pit)
Vert: 1-5=-54,.2-10=-20, 6-9= 20
Concentrated Loads (Ib)
Vert: 12=44(F=22, 8=22) 14= 20(F= 10, B=-10) 16=-116(F=-58, B= 58)
%J%v\JU S, CEF4i���
/Jt,7.34869
*•••r ••.*
�OR10P:��0�,
Julius Leo PE No.34369
MfrekUBA, Inc. FL Gert 6634
69D4 Parke East BNd, Tampa FL 33DI O
Date:
October 1,2018
,&WARNING-VerHydadgnpammote and READ NOTES ON THSANDWCLUOEOMIIEKREFERANCEPAGEM1 74nmre 1"MOISB£FOR£ USE
Desl9n vdld for use only with MReMDconnectors. MclesIm S locend ody upon parameters shovm and Is form InolvIdual banding component not
a truss system. Before use, the bantling designer must vestry the appllcablllry of design parameters and popedy Incorporate this design Into the overall
bdldn8 tle9gn. Wadng Indicated is to pevent buckling oflndMduai truss web and/or chord members only. AddlifondtemMorymdpermar nfbrming
Mew
kalwaY re LAredfwstabllryandlopeventwllcp Wthpossrolep wmlhilurymdptopedyd toe. For general gultlmce recording the
fabicatlon, storage. delivery. erection and bracing of tmssesarW truss systems, seeAMyn,11 etrn/ey Cr9erb, DSD49 and 8C5/aDOtlNy Component
6904 Parke East Blvd.
SalotyftifopRpffOm]VdlaNe from Irus Rate Institute. 218 N. Lee Street. Win 31Z Nexandna. VA 22314.
Tanga, FL 33610
Job
Truss
Truss Type
Oty
Ply
T75212929
1550192-PSLP-5808
K01
Roof Special
1
1
Job Reference (optional)
P 1
Builders FrslSource, Fort Piece, FL 34945 8.220 s May 242018 MITek industries, Inc. Sat Sap 2913.31.332018 age
ID:OKJbFexmbtsJ7lpVjiW mDyYoIL-ZYh3B2goXUrW Phr41_MTVlefmz4NFag_7r6hoyYlpu
4-6-0 7-1-8 8t4 15-7-12 21-1-14
4-6-0 2-7-8 1-2-12 7-3-8
Scale=1:42.0
6.00 ri2
3x6
Axe =
2x4 II 3x8 = 4x6 = 3x4 = 6x8 = 2x4 II
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CS1.
TC 0.65
BC 0.47
WB 0.84
Matrix-SH
DEFL. in
Vert(LL) -0.13
Vert(CT) -0.29
Horz(CT) 0.01
Attic -0.07
(too) "deftIf
8-9 >999 240
8-9 >852 180
7 n/a n1a
8-9 1191 360
PLATES
MT20
Weight: 1441b
GRIP
2441190
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-9-12 oc pudins,
BOT CHORD 2x6 SP No.2 *Except'
except end verticals.
7-10: 2x6 SP M 26
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
WEBS 2x4 SP No.3
6-0-0 oc bracing: 7-6.
REACTIONS. (Ielsize) 7=1087/0-2-12,12=1016/Mechanlcal
Max Horz 12=67(LC 12)
Max Uplift 7=-35(LC 13), 12= 38(LC 13)
Max Grav 7=1231(LC 2),12=1100(LC 2)
FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-874/254, 2-3= 844/278, 3-4=-1568/134, 4-5=-1569/135, 5-6=-1569/135,
6-7=-1356/236, 1-12=-1057/354
BOT CHORD 9-11=-172/1381, 8-9=-135/1569
WEBS 2-11=0/600, 4-9=-354/311, 5-8=-465/399, 6-8=-159/2036, 1-11=-153/941, 3-11=-1257/0,
3-9-0/732
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0psf; h=15ft Cat. It: Exp C; Encl.,
GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 7-1-8, Intedor(1) 7-1-8 to 21-0-2 zone; canWever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 400.01b AC unit load placed on the bottom chord, 12-0.0 from left end, supported at two points, 2-0-0 apart
4) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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) Ceiling dead load (5.0 psi) on member(s). 3-4, 4-5
8) Bottom chord live load (40.0 psi) and additional bottom chord dead load (5.0 psi) applied only to room. 8-9
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate atjolnt(s) 7.
11) Provide mechanical Connection (by others) of Imes to hearing plate capable of withstanding 100111 uplift at joint(s) 7, 12.
12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
01jusr REF
y No 34869�;.
Oi%
��S,0NA; E10%
Julius Les PE No.34869
MfrEk USh Inc. R. Cert 6634
6984 Parke East Bind. Tampa R.33BIO
Data:
October 1,2018
® WARNINO- Verllydasignpnramarmaend READ NOTES ON TN/SAND INCLUDED MNEKREFERANCEPAGEMLL747j n y.. 1603IZ015 BEFORE USE
R
Dedgn valid for use only with MITek000nnectors. this design h based only upon parameters shown and is for an Individual buiding component rat
�■(
a truss system. Before use. (he bullerng designer must verify the oppllcablllly of deign Warnafers and properly Incorporate this design Into Inc overall
bWtlingdeslgn. Bracing Indicated is to prevent buckling of lndlvalual franweb and/or chord members only. Addtlorwltemporarymdtl nnonenibracing
Mew
Isaiwaystec Ured for stabflllymd loprevenlcollapsevAlh possHSle personal injury andprope"dernWo. ForgeneralguddonaeregardInglhe
69N Parke East Blvd.
faNIcalkIn,Storage, delivery, erecibn and bracing of IN4e3 and run system%woAN51/1PIr QuT CrMM,DSO-09 and BCSIBUBdNg Component
Tampa, FL 33610
SGfetyWormalbnavdlode from Truss Plate Insflfute. 218 N. tee street, suite 312, Alexandria VA 14.
Job
Truss
Truss Type
Cry
Ply
T15212930
1550192-PSLP-5808
K02
Roof Special Girtler
1
i
Job Reference (optional)
Builders FirstSource, Fort Piece, FL 34M 6.2zu s May 242ul8 MNex industries, Inc. aeroepzs 1131a42018 rage
ID:QKJhFexmbtsJ7lpVjiW mDyYoIL-2kFROOhQIozNirQHshOA?jlkPAF46j2pDnagEEyYlpl
3-10-8 5-1-8 9-1.8 14-10-15 21-1-14
3-10-8 1-&0 4-0.0 6&7 6-2-15
4,,6 =
6.00 12 4.6 =
3x4
15
13 12 11 10 e 8 18 19 20 7
3x6 II 6x6 = 3x4 = 3A = 4.6 = 6x8 = NAILED 5x6 II
LOADING (psf)
SPACING-
2-0-0
TCLL 20.0
Plate Grip DOL
1.25
TCDL 7.0
Lumber DOL
1.25
BCLL 0.0 '
Rep Stress Incr
NO
BCDL 10.0
Code FBC2017/rP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
*Except'
6-7: 2x4 SP No.2
OTHERS 2x6 SP No.2
HTU26 NAILED
Scale=1:40.2
CSI.
DEFL. In (loc) Well Ud
PLATES GRIP
TC 0.97
Vert(L-) 0.11 7-8 >999 240
MT20 244/190
BC 0.74
Vert(CT) -0.18 7-8 >999 180
WB 0.82
Hoa(CT) 0.06 15 n/a n/a
Matrix-SH
Weight: 151 lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing.
REACTIONS. ob/size) 13=1019/Mechanical, 15=1730/0-2-12
Max Hotz 13=-41(LC 4)
Max Uplift 13= 368(LC 9), 15=-803(LC 9)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2= 821/334, 2-3= 702/326, 3-4=-831/318, 4-5=-18327733, 5-6=-2212/954,
7-14=-30/354, 6-14=-30/354, 1-13=-1070/425
BOT CHORD 11-12=-232/702, 10-11-729/1818, 8-10=-954/2212, 7-8= 185/361
WEBS 3-11=-119/267, 4-11=-1452/651, 4-10=-107/342, 5-10=514/429, 5-8=-319/400,
6-8=900/2162, 1-12=-357/938, 6-15=-1834/862
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psi; h=15ff; Cal. II; Ecp C; Encl.,
GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60
3) Provide adequate drainage to prevent water pending.
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 20.0psf 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.
6) Refer to glyder(s) for truss to truss connections.
7) Bearing at joint(s) 15 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jt=11b)
13=368, 15=803.
10) Use Simpson Strong -Tie HTU26 (20-1 Did Girder, 11-10dx1 112 Truss, Single Ply Girder) or equivalent at 16-0-12 from the left end to
connect truss(es) to back face of bottom chord.
11) Fill all nall holes where hanger is in contact with lumber.
12) 'NAILED' Indicates 3-10d (0.148°x3') or 3-12d (0.148°x3.25°) toe -nails per NDS guldlines.
13) In the LOAD CASE(S) section, loads applied to the face of the thus are noted as front (F) or back (B).
LOAD CASE(S) Standard
� GEHS• �i
No 34869
=..a V, Q:
n
i
Julius Lee PE No.34869
MRek USA, Inc. FL Cert 6634
6904 Paden Fast Blvd. Tampa FL33610
Date:
October 1,2018
Q WARNING -V&rNds/gnparametercendHEADNOTES ON THIS AND INCLUDED MREKBEF£B41NCEPAGEMIF7423mv. 12DJ/1O168EFGflE USE
Design valid for use only vAfh MlTeM connectors. This design Is based only upon parameters sholm and Is for an Individual Wlldi g component, not
��
a truss sysfem. Before use, the Wilding designer must verily the apPlicalonty of design parameters and properly Incorporate mLs design Into the overall
blldingdaslgn.Bracing Idicated is to prevent Wcklig ofhdrAdual truss web and/or chord members only. Addlllonalfernwaryandpetmonenfbraclrg
MiTek'
katw pTecRAredforstabllltyandtopreventcoll�Wlhpossmleparsoral Nluryandpropadyd=We. Forgeneralixidanceregarcig the
fobrlcaflom storage,delivery. erection and bracing of trusesand lrussysfemz seeAMUIPO QUOMyCIfalb. DS849 and SCSIBUIVIng Component
6904 Parke East BW.
Safely Udolmarnrrvaiiable from inAs Rate Institute, 218 N. lee Sheet. W to 312 Nexard4a, VA 22314.
Teeea, FL 331110
Job
Truss
Truss Type
Oty
Ply
T15212930
1550192-PSIP-5808
K02
Roof Special Girder
1
1
Job Reference o tional
Builders RrstSource, Fort Piece, FL 34945
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=54, 2-3=-54, 3-4_ 54, 4-6=-54, 7-13=-20
Concentrated Loads Qb)
Vert: 16=114(B) 17=-124(B) 18_ 906(13) 19=-45(B) 20= 50(B)
8.220 s May 24 2018 MlTek Industries, Inc. Sat Sep 29 13:31:34 2018 Page 2
ID:OKJbFexlnbtsJ7lpVjiW mDyYoIL-2kFROOhOlozN1 rOHshOA7jIkPAF46j2pDnagEEyYlpl
®WARNWG-Verify desfgapammetnannd READ NOTES ON THASANOWCLUOEOMrrEKREFERANCEPAGEM&7473rev 1M"15 BEFORE USE
Design vall l for use only with MlleM connectors. lNs design Is based only upon Parameters shown and Is for an Individual Wrding component, lot
a truss system. Before use. the Wlldnp designer must witty the arplicoUlly of design parameters and properly Incorporate fhk design Into the overall
Wlidirgdedgn. &acing[WkatedlstopreventWckllr oflndlviduollmnweban loret rdmemb Mr y. Addlllonaltemporaryandpermaronibracing
MiTele
Isalwaysreaulred for stabllltyand to preventeollapsewilhpossUe personal lnjuryontl property renege. Forgeneral Puldanceregardingthe
5a1ode.fron,storage. doWery, erection and bracing of trussesand Muss systems. weANSVFP11 Oua@y CReM, OSB49 and BC51Bu0dN9 Component
6904 Parke East Bkd.
SoleryWo'mtalbrwdlable from Truss Nate Inslltute. 218 N. Lee Street, Salle 312. Alexandra, VA22314.
Tenpa, FL 33610
Job —j'
Truss
Truss Type
cry
Ply
T75212931
1550192-PSLP-5808
K03
Root Special
1
1
Job Reference Loptionalft
Builders FirstSource, Fort Piece, FL 34945 8220 S May 24 2018 MiTek Industries, Inc. Sat Sep 29 13:31:35 2018 Pagel
ID:OKJbFexmbtsJ7lpVjiW mDyYo1L-Wwppckh2355Ee47TOPvPYwglOaamrF2ySRKDmgyYlps
1 -70-8 74-8 11-1-8 16-0-0
1-10-8 b3u 4.0-0 4-10-8
6.00 FIT Sx6 =
2x4
6x8 =
4x6 =
5,6 =
Scale=1:29.4
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/rP12014
CSI.
TC 0.47
BC 0.71
We 0.46
Matrix-SH
DEFL. In
Vert(LL) -0.15
Ven(OT) -0.31
Horz(CT) 0.01
(lot) Vdefl Ud
6-7 >999 240
6-7 >603 180
6 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 94 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
RlgId telling directly applied or 7-6-10 oc bracing.
REACTIONS. (Ha/size) 6=581/Mechanical, 8=581/Mechanlcal
Max Horz 8= 71(LC 13)
Max Uplift 6=-200(LC 13), 8=-164(LC 8)
FORCES. (Ib) -Max. Comp./Mm. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-541/472, 3-4=-650/448
BOT CHORD 6-7=-587/754
WEBS 2-7=-300/453, 4-7=-250/316,4-6=-800/655, 2-8=-5501494
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0psh h=15ft; Cat. I];�Exp C; Encl.,
GCp1=0.18; MW FRS (envelope) and C-C Extedor(2) 0-1-12 to 11-1-8, Interior(l) 11-1-8 to 15-10-4 zone; cantilever left and right
exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
drainage
3) Provide adequate to prevent water policing.
,, %�
FF
4) This truss has been designed for a 10.0 psf bottom chore live load nonconcunent with any other live loads.
'
� �J ��
5) This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle &" tall by 2-0-0 wide
�. P'• '��
G E! g
•�,�
V ill fit between the bottom chord and any other members.
�� ; �:`••••
6) Peter to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=lb)
L
34869
•1
6=200, 8=164.
7`'
.a ONAL
Julius Lee PE No.34869
Mirek USA. Ina FL Cert 6634
6904 Parke East Bind. Tampa FL33610
Date:
October 1,2018
®WARNING. Verily design peremelere and READ NOTES ON iH/SANDWCLUDWMDEKREFEMNCEPAGEMII-747amv. 1OVaf10ISHEFORE USE
Design valid for use any with MITeM connectors, nits design Is based only upon parameters shown and Is for on IndiAduol bulidlrg component net
a buss system. Before use, the bulling designer must verily Ilre apWlcabOlty of design parameters and prope ly Incorporate this design Into the overall
bUldingdeslgn.Brmhglndlcatedistoprevent buckllWofindMdualTmssweb and/or chord members any. Additional temporary and permanentbrecing
1k
MtTeW
Is always required for stabllityand to prevent collapse Win possible personal injury and Voperty darnexTe. For general guldmce regarding the
fabria0non, storage, delivery, erection and Wacing of tmssesond bustsystems, weANSUIPIf QuayC2edo, DS"9 andlICSI Sugdbrq Component
69N Parke East Blvd.
Sayety/nbrtnOfbmvtllaMe from Tens Rate Institute, 218 N. Lee Street. Win 312, Alexandria, VA 22114.
Tampa, FL 331110
Job
Truss
Truss Type
Cry
PIY
T15212932
1550192-PSLP-5808
K04
Root Special
1
1
Job Reference o tional
Bunaers nrstaource, roil necn, 11 cYnro
Scale=1:27.0
2x4 11 3x4 = 4x6 =
1 9 2 10 3 6.00112
6xB'= 7 6
e 3x8 = 3x4 =
9-1-8
LOADING (pso
SPACING-
2-0-0
CSL
DEFL.
in
(loc)
Well
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.45
Ven(LL)
-0.16
7-8
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.68
Ven(CT)
-0.32
7-8
>592
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.42
Horz(CT)
0.02
6
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix-SH
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 8=581/Mechanical, 6=581i'Mechanical
Max Horz 8= 99(LC 13)
Max Uplift 8=-234(LC 8), 6= 181(LC 13)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3= 692/521, 3-4_ 814/500
BOT CHORD 7-8=-334/542, 6-7= 642/869
WEBS 2-8=-649/592, 2-7=-61/270, 4-7= 193/298, 4-6=-955l730
PLATES GRIP
MT20 244/190
Weight: 86 lb FT=20%
Structural wood sheathing directly applied or 6-0-0 oc purlms,
except end venlcals.
Rigid calling directly applied or 7-2-15 oc bracing.
NOTES-
1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=1511; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) 0-1-12 to 6-1-12, Intedor(1) 6-1-12 to 9-1-8, Extedor(2) 9-1-8 to 13-1.8,
Intedor(1) 13-1-8 to 15-10-4 zone; cantilever left and light exposed ;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water pending.
3) This Imss has been designed for a 10.0 pat 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 buss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qtdb)
8=234, 6=181.
���� ,,,`�J
34869
*18111111P"-
Jullus Lee PE No.34869
Mffek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa R.33610
Date;
October 1,2018
A WARNING-VetltydedgepammetersanCREAD NOTES ONTWSMDWCLUBEOMITEKREFERANCEPAGEM674"MK 1dD!OVIS BEFORE USE
Design vdltl for the only with Mnelt� connectors, ids design h basetl only upon Parameters shown antl Is for an hdlNdual bAltllrg component. rat
a Luss sve'd"Before use, the bWlding desglner must vedy the aprxlcablllly of design parameters and propetly Incorporate fhb design Into the overall
bulltlirg desi0n. &acN0lndkaletl Rto buckllrx3 oflntllvitlual inmweb arw/or chord members only. Atltllllorwi temporary and peilndnent bracing
MiTek'
prevent
5,ways req,retl for stadllty and to firevenl cdlZis with posside personal N)ury and property damage. For general guidance regartllrig the
69M Parke East Blvd.
fabrk:atbn.storage. delNery.erecf'on andbraclig o/hussesand lmsssyslems, seeAN51/1P11 Crm@y CrMM, OSBd9 anCBC51 BGBLing Component
Tempe, FL 33510
So"y(Nolot.M v,bble from Tma Plate katiMe. 218 N. Lee SM1eel. Suite 312 Plexontldo. VA22314.
Job
Truss
Truss Type
Oty
Ply
T15212933
1550192-PSLP-5808
K05
Half Hip
1
1
Job Reference (optional)
Builders Flfs[Souree, eon elece, eL'svavD
i
5x8 =
8
2r4 II
3
Scale=1:26.8
3x6 =
4
7 6 5
3x4 = 2x4 I I axe = 3x6 11
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CS].
TC 0.41
BC 0.34
WB 0.52
Matdx-SH
DEFL. in
Vert(LL) 0.05
Vert(CT) -0.07
Horz(CT) 0.01
(too) Vdefl Ud
1-7 >999 240
6-7 >999 180
5 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 75 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-5-7 oc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid telling directly applied or 6.6-5 oc bracing.
REACTIONS. (Ib/size) 1=584/Mechanlcal, 5=584/Mechanical
Max Horz 1=123(LC 12)
Max Uplift 1=-181(LC 9), 5=-241(LC 9)
FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-9961717, 2-3-913/731, 3-4=-913/731, 4-5-531/455
BOT CHORD 1-7=-727/834, 6-7=-726/842
WEBS 3-6= 331/402, 4-6=-781/968
-
NOTES-
1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=S.Opst; h=1 Sit; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 0-0-12 to 13-4-5, Intedor(1) 13-4-5 to 15-10-4 zone; cantilever left and right
exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psi 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 fall 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 100 lb uplift at joint(s) except Qt=lb)
1=181, 5=241.
�iffill 11
&juSe
GEIV
34869
00�i, �ONA1.E�o`
��nnnna
Julius Lee PE Np.34869
MITek USA, Ina. FL 0ed 6634
8904 Parke East Blvd. Tampa FL 33610
Date:
October 1,2018
AWABN/Nd-Verity daNgn pammesers nndpFAp poT£s Op THIS AND INCLUDEa M!/EKpEFERANCE PAGE41/A7413 mv. 1M1DYlof58EFopE pSE
Des10n voila fonrse oNywler Mlielt� connecbrs. 11V5 tleslgn Is basetl oNy upon parameters shown, and Is for m IndlWtlual bu0ding component, not
a truss syafgm. flefore use, the bulldhxl tleslgner must vetlTy the appllcabYlTy of tledgn poiameters and prope0y Incomorate this tleslgn Info the overall
bWtang tlesign. &acing lndlcato, b fo prevent buc'rl cnruiry _, tmsweti and/or chord membersoNy. Adtllllonaltempomry and permanent braGng
iwiTek'
G always requlretl (or afablllty and to prevent collapse with possible personal lnlury and propaMdtlotnnR"Ie. For general guldance regartllW lha
roMkatbn. storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPI/ Oua@y GR�lb, DSBAP and BCSIeuSdGtp Component
6904 111
Sooty Nlonnafbm`nLlable ham rsuss Rafe InsliNfe. 219 N. Lee Sheet. State 312 Alexantl4a. VA22114.
Tampa, FL 33610
Job
Truss
Truss Type
Oty
PIY
T75212B34
1550192-PSLP-5808
K06
Half Hip Girder
1
1
Job Reference o tional
BLOWS I-IrStSOUM0, 1-on Face, FL S4U t,
Scale =1:28.5
Special NAILED
5xs = _
NAILED NAILED 2.4 11 NAILED NAILED NAILED SxG
Gm f17 3 9 10 11 4 12 13 14 5
ST1.Sx8 STP= 2x4 II NAILED NAILED 5x8 NAILED NAILED NAILED 3x411
3z4 = Special NAILED
LOADING (pat)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress [nor NO
Code FBC2017/TPI2014
CSI.
T , 0.57
BC 0.51
WB 0.65
Matdx-SH
DEFL. In
Vert(LL) 0.13
Vert(CT) -0.18
Horz(CT) 0.01
OGG) Vdell Ud
7-8 >999 240
7-8 >999 180
6 n/a n1a
PLATES GRIP
MT20 2441190
Weight: 74 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 20 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-10-3 oc purllns,
BOT CHORD 20 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 8-7-14 oc bracing.
REACTIONS. Ob/size) 6=595/Mechanical,2=671/0-7-10
Max Horz 2=92(LC 8)
Max Uplift 6=-304(LC 5). 2=-283(LC 5)
FORCES. (lb) -Max. Comp fMax. Ten. -All forces 250 Ob) or less except when shown.
TOP CHORD 2-3=-1090/490, 3-4=-1654/839, 4-5= 1654/839, 5-6=-518/329
BOTCHORD 2-8=-456/920, 7-8=-450/932
WEBS 3-8=0/255, 3-7=-427(740, 4-7=-385/364, 5-7=-807/1590
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0psi; h=15ft; Cat. II; Exp C; Encl.,
GCpi-0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water pending.
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 100 lb uplift at Joint(s) except Oldb)
6=304, 2=283.
7) "NAILED' Indicates 3-1Od (0.148'x3') or 3-12d (0.148'x3.25) toe -nails per NDS guldlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67Ib do= and 93Ib up at
2-10-8 on top chord, and 22111 down at 2-10-8, and 15 Ito down at 3-0-12 on bottom chord. The deslgn/selection of such connection
device(s)iis 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 + Goof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pll)
Vert: 1-3- 54.3-5= 54, 2-6=-20
Concentrated Loads Ob)
Vert: 8=-13(F) 14= 0(F) 15=-5(F)16=-5(F)17=-S(F) 18=-5(F) 19_ 5(F) 20= 7(F)
JGIU S 4 (F
C.ENS.
34869
Julius Lee PE No.34869
Mrrek USA, Inc R. Cert 6634
6904 Parke East Blvd. Tampa FL 33B10
Date:
October 1,2018
AWARNING-Vedlydes/gnpammetersand READ NOTES ON THIS AND INCLUDED MTIEKREFERANCEPAGEFUF74T3rev. I"JI2015 BEFORE USE
R
Design valitl for use onlywlih MlTek43 connectors. llVs tleslgn is basetl a upon parameters shown. an is form lrWlvltlual Wdtling component.not
a Irsystpm. Before use, the building designer must verify INC aPPilcoblllry of design parameters antl properly Incorporate Ih6 design Into the overall
bueding dedgn. Bracksg Indicated lsto prevent buckling ofln3lvldual lrusswebcnd/orchordmembersonly. AddltboaltemrommyoldpelmanentbraGng
M(Tek'
Is always factored for stobelly and to prevent collapse with"No persorwl Injury and property damage. For general guidonce regarding The
faNbalbrt storage, delivery, erectbn and Lancing of trusses and truss systems, seeANSt/Iplf CuaRy CAeps, DSBdg and BCSf Buird/ng Component
6904 Parke East Blvd.
Safety lnfemralbluvdloble from Truss Bate act1Me, 218 N. Lee Street. Suite 312 Alexandit VA 22314.
Terry.; FL 33610
Job
Truss
Truss Type
Oty
PIY
T75212935
1550192.PSLP-5808
Lot
Flat
1
1
Job Reference o tional
tlWloats rll'Stbource, con rleca, rL J9a4O
2x4111 2K4 II
1 2
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
3x4 =
9 3
Scale=1:20.4
3x6 =
4
2x4 II
SPACING-
2-0-0
CSI.
DEFL in
(roc) Mail L/d
PLATES GRIP
Plate Grip DOL
1.25
TC 0.38
Vert(LL) -0.02
5.6 >999 240
MT20 244/190
Lumber DOL
1.25
BC 0.32
Vert(CT) -0.05
5-6 >999 180
Rep Stress lncr
YES
WB 0.39
Horz(CT) 0.01
5 n/a rVa
Code FBC2017/TPI2014
Matrix-SH
Weight: 66 to FT=20%
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins,
except end verticals.
BOT CHORD
Rigid calling directly applied or 9-3-2 oc bracing.
REACTIONS. (lb/size) 5=409/0-3-8, 7=465/0-4-15
Max Uplift 5= 171(LC 9), 7= 219(LC 8)
FORCES. (lb) - Max. CompJMm. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-4= 528/403, 4-5= 359/361
BOT CHORD 6-7=-4031528
WEBS 2-7=-213/391, 3-7=-547/431, 4-6=-411/547
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl.,
GCPI=0.18; MW FRS (envelope) and C-C Exlerlor(2) 0-1-12 to 6-4-13, Interlor(1) 6-4-13 to 11-11-6 zone; cantilever left and right
exposed ;C-C for members and forces 8 MW FRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This buss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" 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 100 lb uplift at joint(s) except gt=lb)
5=171, 7219.
\\%...USr
\ GEES.
\ No 34869
P.
NAt-
Julius Lee PE No.34869
MITek NSA Inc. FL Cart 6634
6904 Parke Fast Blvd. Tampa FL 33510
Data:
October 1,2018
A WARNING-Vedlytleslgn paramerorcandREAO NOTES ON THISAND INCLUDED MDEKR£FERANCEPAGEMIF7470rev. 10AQUISDE£OREUSE
Design valid for use only Wit, MIP,100connectors. INs design it based only upon parameters shown, and h for an Intllviduol building component not
a buss sysiyym. Before rae, the building designer must verify the oWlicaldllty of design ,oramefeauncl properly Incomomfe INs design info the overall
binding design. Bracing lndtcatedlsto Prevent buckling ofindMdual buzweband/orchord membersonly. Additional lemporary and permanent bracing
MiTek'
Is always regired for stoblllty and to Prevent collopse wlth pos Me personal hjw and Properly damage. For general guidance wgardkg the
fall llm storage, delivery, eremion and UmInr, of lasses and truss systems, s ,fNaUtp1F Gmllfy ClBorld, DSBdP and SCSI SuBOasg Componml
6904 Parke East Blvd.
SO/efyNbmpfbNvdioble from Inns Rate Imlltole, 218 N. Lee Sheol. Site 312. Al"arxMa, VA22314.
Tanya, FL 33610
Job
Truss
Truss Type
Gry
Ply
T15212936
1550192-PSLP-5808
L02
Roof Special
1
1
Job Reference(optional
builders rlrsr ource, ruff ra!ae, r, ogaw
Scale =122.4
4x6 =
6.00 FIT
4
5xg = 3x4 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 10.0 '
BCDL 10.0
SPACING- 2-0-0
Plate GOP DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSL
TC 0.14
BC 0.30
WB 0.15
Matrix-SH
DEFL. In
Vert(LL) -0.02
Ved(CT) -0.05
Horz(GT) 0.01
Qoc) Udefl Ud
7-8 >999 240
7-8 >999 180
7 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 641b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid telling directly applied or 9-1-5 oc bracing.
REACTIONS. (Iblslze) 7=396/0-3-8,9=479/0-"
Max Harz 9=24(LC 11)
Max Uplift 7= 138(LC 13), 9= 172(LC 8)
FORCES. (Ib) - Max. CompJMaX. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 3-4= 476/333, 4-5= 477/336
BOT CHORD &9=-404/507, 7-8_ 4171518
WEBS 2-9=-1341254, 3-9— 560/451,4-8=-128/277, 5-7_ 555/456
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Ops1; h=15fh Cat. II; Exp C; Encl.,
GCp1=0.1,8; MW FRS (envelope) and C-C Exlerfor(2) 0-1-12 to 4-1-14, Interfor(1) 4-1-14 to 6-6-12, Exledor(2) 6-6-12 to 8-11-10,
Interior(1) 8-11-10 to 11-11-10 zone; cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;
Lumber DOL=1.60 plate gnp DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl with any other live loads.
5) ' This muse 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 lit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except gt=lb)
7=138, 9=172.
%30us LFF
4% • \'\ i
34869
CA I I : i
%VP.
.,� ION Al- '00'
Julius Les PE No.34869
MrTek USA IBG R. Dert 6634
6904.Parke East Blvd. Tampa R.33810
Date;
October 1,2018
A WARNING. Ver/rydes/gnparametersand REAONOTES ON THIS AND HCLUDEDMMEKREFERANCEPAGEMI474"on, 1eM002015 BEFORE USE
Design valid for use only a ffn MITeW connectors. TNs design Is based only upon parameters shovm, and Is for an eidivldual building component, not
a if=sysam. Before use, the billing designer must very the opolconally of design parameters and properly Incorporate this design Into the overall
buildingdesign. Bracing Indicated IstoWoksoltoflMlvitlualtressweband/or chord members only. Atldlllonaltempomryandpermanentbrocing
MiTek'
prevent
5 always required for stab9ly and to prevent collapse with possitNe personal injury and property damage. For general gr0corc, regarding the
fabrication. storage, delivery, creelron and bra i g of trusses and truss systems, seeANSy7pj1 Quality CrBeM, DSB-89 and SCSI BuShcng Component
6904 Parke East Blvd.
SofNNlonnalbnwUlode from Truss Plain Institute, 218 N. Lee street. 3ulte 312, Alexandra. VA 22314.
Tampa, i. 33410
Job
Truss
Truss Type
Oty
Ply
T15212937
1550192-PSLP-5808
L03
Roof Special Girder
1
1
Job Reference (optional)
Builders FlrstSource, Fort Piece, FL 34945 6220s mcy ee mio Mi,ennmuauma, urv. uu•vup .5
ID:OKJbFextnbtsJ7lpVjiW mDyYoIL-sucitRlBtekXlmtRCyVaF-XwWbNoW b_ibjl_RuyYlpn
2-0-6 6-0-6 7-1-2 12-1.2
2-0-6 4-0-0 1-0-12 5-0-0
Scale=1,21.0
special Special
4,16 = 4x6 =
3x4 i _..... _... .
3x4 =
Special Special
MA 2-n-6
7-1-2
12-1-2
I11
1.0-6
1-0-0
4.0-0
1-0.12
5-0.0
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
In
(lac)
Udell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
-0.04
5-6
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.40
Vert(CT)
-0.07
"
>999
ISO
BOLL 0.0 '
Rep Stress Incr
NO
We 0.09
Horz(CT)
0.01
5
n/a
n1a
BCDL 10.0
Code FBC2017rrP12014
Matrix-SH
Weight: 47lb 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
1-9: 2x6 SP No.2
REACTIONS. (Ib/size) 5=603/03-8, 8=679/0.3-8
Max Horz 8- 64(LC 28)
Max Uplift 5=-281(LC 9), 8=-313(LC 8)
FORCES. (Ib)-Max. Comp./Max. Ton. -All forces 250(Ib) or less except when shown.
TOP CHORD 2-8=-1027/509, 2-3= 9751489, 3-4=-848/461, 4-5=-10091486
BOT CHORD 7-8=-383/840, 6-7= 379/848, 5-6=-380/840
Structural wood sheathing directly applied or 5-4-3 oc purlins,
except end verticals.
Rigid telling directly applied or 6-0-0 cc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Ops1; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 fall 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 100 lb uplift at joint(s) except Qt=lb)
5=281, 8=313.
7) Graphical pur in representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)184 Ito down and 253111 up at
6-0-6, and 184 Ito down and 253 lb up at 7-1-2 on top chord, and 114 Ito down at 6-0-6, and 114 Ib down at 7-0-6 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 (pit)
Vert: 1-2=-54, 2-3=-54, 3-4= 54, 4-5=-54, 5-9=-20
Concentrated Loads (lb)
Vert: 3= 137(F) 4=-137(F) 7=-70(F) 6=-70(F)
,ee
,pp�j��tUS�
No 34869 1.
i*• * '(u�
a 0
Julius Lee PE No.34869
MiTek USA, Inc. H. Cert 6634
6904 Parke Fast Blvd. Tampa H.33DIO
Date:
October 1,2018
A WARNWG-VerBy dealgaperamefers and REAONOTES ON TNISANOINCLUDED MUEKREFERANCEPAGEULLI473ray. 1"112015BEFOREUSE
Design valib fa use any With Weida connectors. WS design is based only upon Parameters shown, and is fa an hdivldual Wilding component, got
�R
a Ima, system. Before use, the building designer must yours, one opolcobilly of design parameters antl properly Incorporate lints design Into the overall
bulldirgdeslgn.WacNgindicated lstotxovent buckling oflndlvldual tmsswebond/or chord membersoniy. Addlllonaltemporanamdpetmanenibracirg
MiTek'
Is always required fa slabelty, and to prevent collapse calm porlbie Personal injury erW property damage. For general guldarae regarding the
fabrication; storage. tlelNery, aecflon and brwi g of trusses and truss systems, seeANS171P11 Cua@y CRorfp, OSB-09 and BCSI Buildbp Component
6904 Parke East Bbd.
Salary Wolmallolavdlable from Truss Plate hstilute. 218 N. Lee Street, suite 312. Alexandria VA22314.
Tama. FL 33610
Job
Truss
Truss Type
Oty
PIY
T75212938
1550192-PSLP-5808
Mal
Common
1
7JbR,1,1,nc,
(optional)
Builders First5ource, Von Flocs, 1'1-'J4940
,.....,...o....,.........,_"
)tSd7lpVjiWmDyYoIL-K4A4snmpexsOMWSdmtOpoB45U d1 F2SrgNnX_KYYIpm
9-4-0 1 104.0
Scale=1:21.7
4x6 =
3
ah
0
ST1.SxB STP= "`4 11 ST1.&B STP=
3x6 = 3z6 =
LOADING (Pat)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
,Rep Stress Incr YES
Code FBC20171rP12014
CSL
TC 0.34
BC 0.72
WB 0.08
Matrix-SH
DEFL. in
Vert(LL) -0.01
Vert(CT) -0.02
Horz(CT) 0.00
(roc) Wall Ud
4-6 >999 240
4-6 >999 180
4 Na n/a
PLATES GRIP
MT20 244/190
Weight: 361b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ito/size) 2=393/0-8-0, 4=392/0-7-10
Max Horz 2=56(LC 11)
Max Uplift 2=-152(LC 12), 4=-151(LC 13)
FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or
less except when shown.
,.
TOP CHORD 2-3-4181365, 3-4=-418/365
BOT CHORD 2-6=-155/316, 4-6=-155/316
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsi; h=151t; Cal. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) - This truss has been designed for a live load of 20.Opst 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 100 Ib uplift at joint(s) except (It=lb)
2=152, 4=151.
EN&*
No 34869
P
Julius Lee PE ND.34869
M ak USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa R.33610
Date:
October 1,2018
A WARNING -Verily desrgn paramatem and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MS7473 me IMMOI6 BEFORE USE
Deslgn volld foruse only with MnekO connectors. INsdoffIn Is based onlyuPon parameters shown. and is for an individual busdint, compenent,.1
a truss system. Before use. ins bustling designer must verity the applicability of dedgn parametersand properly Incorporate ihhdeslgn Into the overall
busdingdeslgn. Brocbglodicatedatobuck9ngofadMdualants web and/or chodmembers only. Addlllonaltemporaryandpamanenibraelk
KWIC
prevent
Is always ryarared for stability and to prevent collapse win possible personal Injury and Mopery damage. For general guidance regarding the
6904 Parke East Blvd.
fabrication. storage, doWery, erection and bracing of trusses and imss systems seeANSVIVII Qua NV CrRerlo, DSB a? and BCS1 BuPDing Component
Tampa, FL 3361D
somalyNbanafbrRvdloUle from truss Plate Instlfute. 218 N.1Re, Street. Suite 312 Alexandra, VA 22 14.
Job
Truss
Truss Type
Oty
Ply
T75212939
1550192-PSLP-5808
M02
Common
2
1
Job Reference o tional
bulloers rrrstCouma, rar, nece, ra uee.a
2
4x6 =
7
ST1.5x8 STP= "4 '11 ST1.5x8 STP=
3.6 = 3x6 =
Scale=1:21.7
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC20171rP12014
CS].
TC 0.33
BC 0.21
WB 0.08
Matrix-SH
DEFL. in
Ven(LL) -0.01
Ven(CT) -0.02
Horz(CT) 0.00
(lot) Udell Ud
4-6 >999 240
4-6 >999 180
4 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 361b FT=20%
LUMBER- I
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudlns.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid telling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ib/slze) 2=393/0-8-0,4--39310-8-0
Max Horz 2=56(LC 11)
Max Uplift 2=-152(LC 12). 4=-152(LC 13)
FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-416/363, 3-4=-416/363
BOT CHORD 2-6=-154/314, 4-6=-1541314
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=S.Opsf•, h=15f1; Cat. II; Exp C; Encl.,
GCpl=0.1,8; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) - 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 chard and any other members.
5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=lb)
2=152, 4=152.
m
ar
J% '4p .IUS� (EF0.
i
34869
ID
ONAL Ofinnntd%
Julius Lee PE No.34869
MRek USA, Inc. FL Cert 6634
6904 Pall East I iL Tampa FL 33510
Date:
October 1,2018
Q WARNING-Ved/y daslgn pexemeferc antl READ NUTESON THISAND WCLUDED M/rEKNEPEFANCEPAGEA047473 mv. 1"xzo15BEFONE USE
Design validforuseonlywilh M11ek0connectom. lNsdesgnE based onlyupon pommeomshov and Isform Individual bulding component.not
a rose system. Before rae, the building designer must verily Ilre appllooWly of design parameters and property ktcomorate ihts design Into the overall
bating design. Bracing Indicated is to prevent buckling of lWlviduol truss web and/or chord members only. AdNlional temporary and permanent bracing
MiTek'
Is olwaW required for stabllilyand to prevent collapse Win pontole personal Inlay and! properiydamage. For general gddant o regard no the
faNktbn.storage.dellvery,erectbnandbmlc oftmssesandtru-s temsweANsWIl Quay CrMM,DSa-09mdOCSIBEderg Compononf
6904 Parke Eesl 8W.
WNIy Woormr b dlable from ➢sas Male IDsiilute. 218 N. Lee Sheet, suite 312, Alexancirlo. VA22314.
Tampa, FL 33610
Job T75212940
cuss „u» ,rv� i
1550192-PSLP-5808 M03 Common Supported Gable 1
2
4x6 =
3x4
3x4 — 2x4 11 2x4 11 2x4 It
Scale =1:20.8
I�
LOADING (psi)
SPACING- • 2-0-0
CSI.
DEFL.
in
(100)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.17
Vert(CL)
-0.00
6
n/r
120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.06
Vert(CT)
0.00
6
n/r
120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.13
Horz(CT)
0.00
6
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-SH
Weight: 40 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. All bearings 9-4-0.
(Ib) - Max Harz 2=56(LC 11)
Max Uplift All uplift 1001b or less atjoint(s) 2, 6 except 10=-114(LC 12), 8=-114(LC 13)
Max Gmv All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 3-10=-154/422, 5-8=-154/422
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.OpsF h=1511; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0. oc.
6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
7) - 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 6 except Qt=lb)
10=114, 8=114.
i.
34869
'60Nt� C O �?t
R 1ID P
�ONA�E�%
� 1fill �
Julius Lee PE No.34869
MRek USA, Inc. FL Cert 6634
6904 Parks East Blvd. Tampa FL33610
Data:
October 1,2018
®WARNING. geNly deslgnpararnataa tNd READ NOTES ON THIS AND INCLUDED MREKREFERANCERAGEMIF74T3 rev. 10A04i015SEFORE USE.
*R
Design valid for use only W h MITek8 connectors. This design is based only upon parameters shown, and is for an Individual building component. nor
N`t
Nil'
a truss system. Before use, the bu is na designer must velty the appllcoMilty of design parameters rope rs and properly Incorporate lh6 design Into the overall
bWtllWceslgn.&ach9 Indicated is to prevent buckling of lvdivkival hussweb chafer chord members only. Addlllonaltempororyandpenmcnentbracing
MiTek'
Balways required for staLNlity and to prevent collapse with possible personal hlury and properly damage. For Oeneralgulda`roaregardwihe
lobricatlom storage. delivery, erecllon and bracing of basses and truss systems. seeANSU1P1r Coalay Clleda, USBdg and BCSIBuating Component
B
e EaztNtl.
6904 Perk East
Safety Nblmaflonavailable from truss Plate Institute. 218 N. Lee Street, Sulte 312, Alexandria. VA22314.
Torras,rk
Job
Truss
Truss Type
Cry
Ply
T75212941
1550192-PSLP-5808
N01
Hip Girder
1
1
Job Reference (optional)
e 0t
Builders First8ource, Fort Piece, FL J4UA
6.fx 12
NAILED
4x6 = NAILED
2 7
oy .
�.�..._..,....,_r __ ._._..._ __._ -'- .
ID:GKJbFextnbtsJ7lpVjiW mDyYOIL-HTIrHTo4AZ66cDc?u42Htc9UMoPDimBHhGe2DyYlpk
4x6 =
NAILED NAILED
8 3
HILLV
3X4 _ ST1.Sxe STP=
ST1.5x8 STP=
3x4 =
scale= IA3.9
n
10
0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC20171TP12014
CS].
TC 0.19
BC 0.35
WB 0.14
Matdx-SH
DEFL. In
Vert(L-) -0.02
Vert(CT) -0.03
Horz(CT) 0.01
(too) Vdefl Ud
5-6 >999 240
5-6 >999 180
4 n/a n1a
PLATES GRIP
MIT20 244/190
Weight: 31 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudlns.
BOT CHORD 2x6 SP No.2
BOT CHORD
Rigid telling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=534/0-7-10, 4=543/0-7-10
Max Harz 1=18(LC 5)
Max Uplift 1=-152(LC 8), 4=-152(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2= 973Y284, 2-3=-892/268, 3-4=-974/283
BOT CHORD 1-6=-243/835, 5-6=-253/892, 4-5=242/834
WEBS 2-6=-69/365, 3-5=-71/371
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water Fondling.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 100lb uplift at joint(s) except (It=lb)
1=152, 4=152.
7) "NAILED' Indicates 3-1Od (0.148"x3') or 3-12d (0.148x3.25") toe -nails per NDS guidlines.
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): Lumberincrease=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-2_ 54, 2-3= 54, 3-4- 54, 1-4=-20
Concentrated Loads (Ib)
Vert: 2=24(B)3=24(B)5=-234(F)9=-160(F) 11= 234(F)
so-luS�L�F 0..".
;-\GEN3F.a
No 34869//�
n*
Julius Lee PIE No.34869
MITek USA, Inc. FL Csrt 6634
6904-Parke East Blvd.Tampa R.33610
Date:
October 1,2018
Q WARNING -Verllydas/gnpanunefem and READ NOTES ON THISANOINCLUDED MITEKREFERANCEPAGEMIP74" rev. f0/gMISEEFONEOSE
Design valld for use only with MITeW connectors. Ns design Is based oNy upon parameters shown, and Is for an IrdMdual Wlding component not
a tors system. before use, One bWlding designer must verity the oppllcoWlty of design parameters and properly hrcorporafe this design Into the overall
bullaingdesign.DrmhglndlcatedIstoprevent WcMIWoflydlviclualhusswebond/or chord membersoNy. Additlonalfemporaryondpermanenibradng
MiTeW
It always required for stability and to prevent collapse Win possible personal ln)ury and properly damage, For general 9Wdarce regarding the
fabdcatbn; storage. delivery, erection and bracing of trusses and ims systems. WeANS1011 Quality CitleM, OSBd9 and OCR BUOd/ng Compononf
6904 Parke East Blvd.
East0
SololyhrfplmOlfolpvdlaMe from Tim Plate Institute, 218 N. Lee Street. State 312. Alexandria. VA 22314.
Tama, FL
v
Truss
Truss Type
Cry
Ply
T15212842
FJob,—,—
-PSLP-808
V01
Valley
1
1
Job Reference(optional)
.a,.nn Dena oo�ot
Builders Fbsl5ource, Fort Visors, FL 34e4b
Y
a
0
2x4 i
2
.....r I —.,,.... ._.-...___...__. ..._. __.-
ID:QKJbFextnbtsJ7lpVjiWmDyYoIL-IfsDUpoix EyDNBCRoZWPgigOCoeSQOHWL?CafyYlpj
3x4 =
2x4
Scale =1:7.7
LOADING (pat)
SPACING- 2-0-0
CSI.
DEFL. In
(too) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.07
Vert(L-) We
- n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.15
Vert(CT) n/a
- ale 999
BOLL 10.0
Rep Stress lncr YES
W B 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 10lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORb 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=101/3-11-0, 3=101/3-11-0
Max Harz 1=14(LC 11)
Max Uplift 1= 35(LC 12), 3=-35(LC 13)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or
less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cal. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
5) ' 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100IS uplift at joint(s) 1, 3.
ie'',
b\G
No 34869 •:
N AL
Julius Lee PE No.34869 .
MITek USA Inc. FL Dert Woo
89D4.Parka East Blvd. Tampa R.33610
Date:
October 1,2018
Q WARNING -Verily designpammetersen✓READNOTES ON THIS AND INCLUDED MDEKRE7ERANCEPAGEMI47473 rev. I&M12015BEFOREUSE
Design valid for use only with MITeM connectors. tNs design is based only upon parameters shown, and is far an hdivldual building component,net
��•
a bus¢ system. Before use, the building designer must verify the apPHCONlry of design parameters and properly incorporate his design Into me overall
bulldingdedgn. Bracing Indicated is to prevent buckling of Individuallnrssweband/or chord members only. AccillonallemporaryandpennaneNbredw
MiTeW
IsalwaW required for stablilty and to prevent collapse with possible personal lour, and properly damage. Forgeneralguidanceregardinglhe
fabrlceflort storage, delivery. erection and brodrg of trusses and truss systems seeiANSURs11 OuaMy Cdodo, DSB-69 end SCSI Building Component
69N Parka Esel Blvd.
Salalyint,mopo,evdiable from Truss Role Instlluie. 218 N. Lee Street Sulle 312, Alexanddo. VA22314.
Tanya, FL 33610
Job
Truss
Truss Type
Cry
Ply
T15212943
1550192-PSLP-5808
V02
Valley
1
1
Job Reference (optional)
Builders RrstSouce, Fort Piece, FL M45
0. v s may 24 ea i o ml1 en i nuubmub, h w. oar Zvp ab 13.31A5 cv,e ray=
ID:OKJbFexlnbtsJ7lpVjiWmDyYo[L-DsObigpKAMprXmO?V41y1 Fs7cAjBteRl_II75yYlpi
LOADING (psf)
SPACING
2-0-0
CST.
DEFL.
in (loc)
Well
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.05
Vert(L-)
n/a -
n/a
999
TCDL '7.0
Lumber DOL
t25
BC 0.03
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
We 0.00
Horz(CT)
-0.00 2
n/a
n/a
BCDL 10.0,
Code FBC2017/TPI2014
Matdx-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
REACTIONS. (Ib(size) 1=51/1-11-8, 2=37/1-11-8, 3=14/1-11-8
Max Horz 1=34(LC 12)
Max Uplift 1= 13(LC 12), 2= 37(LC 12)
Max Grav 1=51(LC 1). 2=37(LC 1), 327(LC 3)
FORCES. (lb) -. Max CompJMax. Ten. -All forces 250 fib) or less except when shown.
Scale =1:7.8
PLATES GRIP
MT20 244/190
Weight: 5lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins.
BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDL=5.Ops1; h=151t; Cat II; Exp G; Encl.,
GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle "-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2.
N 34869 C
� �• Alf � •i�
•1444�4\�\•
Julius Lea PE Nm.34869
MITek USA, Im FL Cert 6634
6904 Parke Fast Blvd. Tampa FL33610
Bate:
October 1,2018
®WARNING- Verity desfgn peremere. dREAO NOTES ON THIS AND INCLUDED M/TEK R£FERANCE PAGE MIF7473 rev. ilVMOIS BEFORE USE
DeeIgn valid for use only Win MITeM connectors. msdesign G based only upon Womefels shown, and Is for On Indlvidual bildlrg component not
a imss syM6m. Before use, she blliding de9moT must verify the oppllcablilly of design parameters and properly hcorpolale Inh design Info the overall
buildlrg d29gn. Bracing lndicoled is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Mel(
bbricat rmgoTde,delblllryar ttinrave ihpossmle lnluryandproperlydamege. nor the
miingoff SMalndBCScBuldhiding
systems, DSBAp Dpd SCSI BUPddlg ComponpN
bbrkatbn, storage, delNery. erection bracing of zsWte
Tamp Parke Easl10
More Ale andda VA 2231CrDerb,
SafctylnlolmONbmvallab:e hom Truss Rafe Btt11Me. 218 N. Lee Street. Stile 312 PlexantlA¢ VA 22314.
18 N. use Meet.
Terrya, FL 33T10
J� h
Job
Truss
Truss Type
Oty
Ply
T75212944
1550192-PSLP-5808
V03
Valley
1
1
Job Reference optional)
Builders FlrstSource, Fort Piece, FL 34945
2x4 i
o.eeusrviay [a eu io rvn ten inuuamee, na-. oar oep ce ,o.o i.-.��o,e roye,
ID:OKJbFmdnbtsd7lpVjiW mDyYoIL.DsObi9pKWMprXmO?V41yl FrdcALBteRI_II75yYlpi
�11
LOADING (Pat)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.08
Ve I(LL)
n/a -
n/a
999
TCDL 7.0
Lumber DOL
1.25
BC 0.06
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
We 0.00
Horz(CT)
0.00
Na
n/a
BCDL 10.0
Code FBC2017/FP12014
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOTCHORD
REACTIONS. (rolsize) 1=6512-6-0.3=65/2-6-0
Max Horz 1=44(LC 12)
Max Uplift 1= 16(LC 12). 3= 38(LC 12)
FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
Scale =1:9.2
PLATES GRIP
MT20 244/190
Weight: 811b FT=20%
Structural wood sheathing directly applied or 2-6-8 oc pullins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15it; Cat. II; Exp C; Encl..
GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Ops1 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 1001Is uplift at jolnt(s) 1, 3.
\\\\III111/11j,
V
`\GENg�.. 0
No 34869
j'Innlln\\\
Julius Lee PE No.34869
Mink USA, Inc. FL Cent 6634
6904 Parke ran Bled. Tampa FL 33810
Date:
October 1,2018
A WARNING-Vedfydedgnpommfercend READNOTES ON THISAND/NCLUDEDM?EKREFERANCEPAGEMM174"Sm. 1aN]21015BEF0REUSE
Design vaild for use only Wh tATeM connectors. This design b based only upon Parameters shown, and is for an individual building component.net
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