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HomeMy WebLinkAboutREVISED TRUSSCUTS6904 Parke East Blvd.
Tampa, FL 33610-4115
MiTek USA, Inc. RE: 3035562-GROZA-5804RAI - GROZA - CRESTVIEW
Design Code: FBC2020/TPI2014
Wind Code: ASCE 7-16 Wind Speed: 170 mph
Roof Load: 37.0 psf
Design Program: MiTek 20/20 8.4
1 of 2
This package includes 65 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Floor Load: N/A psf
Site Information:
Lot/Block: 5804RAI
Customer Info: Groza Builders Inc Project Name: 5804RAI Model: .
Subdivision: 5804 RAINTREE TRAIL - NEWTON RES
Address: 5804 RAINTREE TRAIL , .
State: FLCity: Fort Pierce
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
January 11,2022
Velez, Joaquin
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, FL).
Truss Design Engineer's Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2023.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
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/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO 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/TPI 1, Chapter 2.
No.Seal#Truss Name
1 T26496232 C1
Date
1/11/222T26496233C1A1/11/223T26496234C21/11/224T26496235C2AC1/11/225T26496236C2T1/11/226T26496237C31/11/227T26496238C3AC1/11/228T26496239C3T1/11/229T26496240C41/11/2210T26496241C51/11/2211T26496242C5T1/11/2212T26496243C61/11/2213T26496244C6T1/11/2214T26496245J11/11/2215T26496246J21/11/2216T26496247J31/11/2217T26496248J41/11/2218T26496249K11/11/2219T26496250K21/11/2220T26496251K31/11/2221T26496252K41/11/2222T26496253T11/11/22
No.Seal#Truss Name
23 T26496254 T2
Date
1/11/2224T26496255T31/11/2225T26496256T41/11/2226T26496257T51/11/2227T26496258T61/11/2228T26496259T71/11/2229T26496260T81/11/2230T26496261T91/11/2231T26496262T101/11/2232T26496263T111/11/2233T26496264T121/11/2234T26496265T131/11/2235T26496266T141/11/2236T26496267T151/11/2237T26496268T161/11/2238T26496269T171/11/2239T26496270T181/11/2240T26496271T191/11/2241T26496272T201/11/2242T26496273T211/11/2243T26496274T221/11/2244T26496275T231/11/22
6904 Parke East Blvd.
Tampa, FL 33610-4115
MiTek USA, Inc. RE: 3035562-GROZA-5804RAI - GROZA - CRESTVIEW
2 of 2
Site Information:
Lot/Block: 5804RAI
Customer Info: Groza Builders Inc Project Name: 5804RAI Model: .
Subdivision: 5804 RAINTREE TRAIL - NEWTON RES
Address: 5804 RAINTREE TRAIL , .
State: FLCity: Fort Pierce
No.Seal#Truss Name
45 T26496276 T24
Date
1/11/2246T26496277T251/11/2247T26496278T261/11/2248T26496279T271/11/2249T26496280T281/11/2250T26496281T291/11/2251T26496282T301/11/2252T26496283T311/11/2253T26496284T321/11/2254T26496285T331/11/2255T26496286T341/11/2256T26496287T351/11/2257T26496288T361/11/2258T26496289T371/11/2259T26496290T381/11/2260T26496291T391/11/2261T26496292T401/11/2262T26496293T411/11/2263T26496294T41A1/11/2264T26496295V11/11/2265T26496296V21/11/22
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C1
Truss Type
Jack-Open
Qty
5
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496232
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:53 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-OjbDvMOwOKmWm_BeKDl4voKkBzuKCclKBvaKR1zwh4u
Scale = 1:6.5
1
2
4
3
2x4
ST1.5x8 STP
-1-0-0
1-0-0
1-0-0
1-0-0
0-4-10-9-10-4-100-9-15.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.13
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
7
7
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)3=Mechanical, 2=0-8-0
Max Horz 2=63(LC 10)
Max Uplift 3=-2(LC 7), 2=-148(LC 10)
Max Grav 3=23(LC 11), 2=118(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 3 and 148 lb uplift at
joint 2.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C1A
Truss Type
Jack-Open
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496233
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:53 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-OjbDvMOwOKmWm_BeKDl4voKmwzuZCclKBvaKR1zwh4u
Scale = 1:6.5
1
3
2
2x4
ST1.5x8 STP
1-0-0
1-0-0
1-0-0
1-0-0
0-4-10-9-10-4-100-9-15.00 12
Plate Offsets (X,Y)-- [1:0-1-14,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.02
0.01
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
-0.00
(loc)
6
6
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 3 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)1=0-8-0, 2=Mechanical
Max Horz 1=25(LC 10)
Max Uplift 1=-15(LC 10), 2=-27(LC 10)
Max Grav 1=37(LC 1), 2=38(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 27 lb uplift at
joint 2.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C2
Truss Type
Jack-Open
Qty
4
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496234
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:54 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-sv9c6iPY9euNN8mqtwGJS0tvlNDxx3?TQZJtzTzwh4t
Scale = 1:10.8
1
2
3
4
2x4
ST1.5x8 STP
3-0-0
3-0-0
-1-0-0
1-0-0
3-0-0
3-0-0
0-4-11-7-15.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.15
0.13
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
-0.01
-0.00
(loc)
4-7
4-7
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=113(LC 10)
Max Uplift 3=-62(LC 10), 2=-146(LC 10)
Max Grav 3=68(LC 15), 2=172(LC 1), 4=50(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 146 lb uplift at
joint 2.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C2AC
Truss Type
Jack-Open
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496235
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:55 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-K5j_K2QAwx0E?IL0RdnY?DP4DmXXgVEdfD3QWwzwh4s
Scale = 1:10.8
1
2
3
2x4
0-4-8
0-4-8
3-0-0
2-7-8
3-0-0
3-0-0
0-4-11-7-15.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.16
0.17
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
-0.00
(loc)
3-7
3-7
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 9 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)1=0-4-0, 2=Mechanical, 3=Mechanical
Max Horz 1=74(LC 10)
Max Uplift 1=-56(LC 10), 2=-69(LC 10)
Max Grav 1=133(LC 1), 2=63(LC 15), 3=43(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1 and 69 lb uplift at
joint 2.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C2T
Truss Type
Jack-Open
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496236
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-oIHMXNRohF85dSwD?LInXRyFQAtXPyUmuto_2Mzwh4r
Scale = 1:10.8
1
2
3
7
6
4
5
2x4
ST1.5x8 STP
2x4
2x4
2x4
2-8-0
2-8-0
3-0-0
0-4-0
-1-0-0
1-0-0
2-8-0
2-8-0
3-0-0
0-4-0
0-4-11-7-10-11-11-2-100-8-05.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MR
0.13
0.18
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
-0.00
(loc)
11
11
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
6-7: 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=113(LC 10)
Max Uplift 4=-25(LC 10), 2=-143(LC 10), 5=-29(LC 10)
Max Grav 4=31(LC 15), 2=178(LC 1), 5=87(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4, 143 lb uplift at joint
2 and 29 lb uplift at joint 5.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C3
Truss Type
Jack-Open
Qty
2
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496237
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-oIHMXNRohF85dSwD?LInXRy9DAoDPyUmuto_2Mzwh4r
Scale = 1:14.9
1
2
3
4
3x4
ST1.5x8 STP
5-0-0
5-0-0
-1-0-0
1-0-0
5-0-0
5-0-0
0-4-12-5-12-0-102-5-15.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.53
0.46
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.07
-0.06
-0.00
(loc)
4-7
4-7
3
l/defl
>866
>928
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=163(LC 10)
Max Uplift 3=-120(LC 10), 2=-171(LC 10), 4=-1(LC 10)
Max Grav 3=124(LC 15), 2=242(LC 1), 4=86(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3, 171 lb uplift at
joint 2 and 1 lb uplift at joint 4.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C3AC
Truss Type
Jack-Open
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496238
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:57 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-GUrkljSRSZGxFbVPZ2p04eVJna918Pkv6XYXaozwh4q
Scale = 1:15.4
1
2
3
3x4
0-4-8
0-4-8
5-0-0
4-7-8
5-0-0
5-0-0
0-4-12-5-15.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.54
0.42
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.04
-0.04
-0.01
(loc)
3-7
3-7
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)1=0-4-0, 2=Mechanical, 3=Mechanical
Max Horz 1=125(LC 10)
Max Uplift 1=-87(LC 10), 2=-124(LC 10)
Max Grav 1=205(LC 1), 2=117(LC 15), 3=80(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 1 and 124 lb uplift at
joint 2.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C3T
Truss Type
Jack-Open
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496239
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:58 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-kgP6y3S3DsOosl4b6mLFcs1YD_Tats_3LAH46Ezwh4p
Scale = 1:14.9
1
2
3
7
6
4
5
2x4
ST1.5x8 STP
2x4
3x4
2x4
2-8-0
2-8-0
5-0-0
2-4-0
-1-0-0
1-0-0
2-8-0
2-8-0
5-0-0
2-4-0
0-4-12-5-11-9-12-0-100-8-05.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10], [3:0-5-4,0-1-15], [6:0-0-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.31
0.53
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.06
-0.05
-0.02
(loc)
5-6
5-6
5
l/defl
>981
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
6-7: 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=163(LC 10)
Max Uplift 4=-91(LC 10), 2=-166(LC 10), 5=-25(LC 10)
Max Grav 4=107(LC 15), 2=254(LC 1), 5=94(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-9=-297/211
BOT CHORD 2-7=-377/343, 3-6=-343/377
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 166 lb uplift at joint
2 and 25 lb uplift at joint 5.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C4
Truss Type
Jack-Open
Qty
6
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496240
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-CtzV9PTh_AWfUvfngTsU93algOxkcJECaq1efhzwh4o
Scale = 1:6.5
1
2
4
3
2x4
ST1.5x8 STP
1-0-0
1-0-0
-1-0-0
1-0-0
1-0-0
1-0-0
0-4-10-9-10-4-100-9-15.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.13
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
7
7
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)3=Mechanical, 2=0-8-0
Max Horz 2=63(LC 10)
Max Uplift 3=-2(LC 7), 2=-148(LC 10)
Max Grav 3=23(LC 11), 2=118(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 3 and 148 lb uplift at
joint 2.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C5
Truss Type
Jack-Open
Qty
5
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496241
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-CtzV9PTh_AWfUvfngTsU93alVOw6cJECaq1efhzwh4o
Scale = 1:10.8
1
2
3
4
2x4
ST1.5x8 STP
3-0-0
3-0-0
-1-0-0
1-0-0
3-0-0
3-0-0
0-4-11-7-15.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.15
0.13
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
-0.01
-0.00
(loc)
4-7
4-7
3
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=113(LC 10)
Max Uplift 3=-62(LC 10), 2=-146(LC 10)
Max Grav 3=68(LC 15), 2=172(LC 1), 4=50(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 146 lb uplift at
joint 2.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C5T
Truss Type
Jack-Open
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496242
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:00 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-h3WtNlUJlUeW63E_EBNjiH6wQnFTKmUMoUmBB7zwh4n
Scale = 1:10.8
1
2
3
7
6
4
5
2x4
ST1.5x8 STP
2x4
2x4
2x4
2-8-0
2-8-0
3-0-0
0-4-0
-1-0-0
1-0-0
2-8-0
2-8-0
3-0-0
0-4-0
0-4-11-7-10-11-11-2-100-8-05.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MR
0.13
0.18
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
-0.00
(loc)
11
11
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
6-7: 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=113(LC 10)
Max Uplift 4=-25(LC 10), 2=-143(LC 10), 5=-29(LC 10)
Max Grav 4=31(LC 15), 2=178(LC 1), 5=87(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4, 143 lb uplift at joint
2 and 29 lb uplift at joint 5.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C6
Truss Type
Jack-Open
Qty
3
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496243
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-9F4Fa5VxWnmNjDpAouuyEUf?yBVO3DkV18WljZzwh4m
Scale = 1:14.9
1
2
3
4
3x4
ST1.5x8 STP
5-0-0
5-0-0
-1-0-0
1-0-0
5-0-0
5-0-0
0-4-12-5-12-0-102-5-15.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.53
0.46
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.07
-0.06
-0.00
(loc)
4-7
4-7
3
l/defl
>866
>928
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=163(LC 10)
Max Uplift 3=-120(LC 10), 2=-171(LC 10), 4=-1(LC 10)
Max Grav 3=124(LC 15), 2=242(LC 1), 4=86(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3, 171 lb uplift at
joint 2 and 1 lb uplift at joint 4.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
C6T
Truss Type
Jack-Open
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496244
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:02 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-dSedoRVZH5vELNOMLcPBniCECbqWogzfGoFIG0zwh4l
Scale = 1:14.9
1
2
3
7
6
4
5
2x4
ST1.5x8 STP
2x4
3x4
2x4
2-8-0
2-8-0
5-0-0
2-4-0
-1-0-0
1-0-0
2-8-0
2-8-0
5-0-0
2-4-0
0-4-12-5-11-9-10-8-05.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10], [3:0-5-4,0-1-15], [6:0-0-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.31
0.53
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.06
-0.05
-0.02
(loc)
5-6
5-6
5
l/defl
>981
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
6-7: 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=163(LC 10)
Max Uplift 4=-91(LC 10), 2=-166(LC 10), 5=-25(LC 10)
Max Grav 4=107(LC 15), 2=254(LC 1), 5=94(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-9=-297/211
BOT CHORD 2-7=-377/343, 3-6=-343/377
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 166 lb uplift at joint
2 and 25 lb uplift at joint 5.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
J1
Truss Type
Jack-Open
Qty
12
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496245
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5eC??nWB2P15zWyZvJwQJvkFj?7dX7DoVS?roSzwh4k
Scale = 1:17.5
1
2
3
4
3x4
ST1.5x8 STP
6-3-12
6-3-12
-1-0-0
1-0-0
6-3-12
6-3-12
0-4-12-11-105.00 12
Plate Offsets (X,Y)-- [2:0-1-10,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.90
0.73
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.16
-0.15
-0.00
(loc)
4-7
4-7
3
l/defl
>459
>500
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 21 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=196(LC 10)
Max Uplift 3=-157(LC 10), 2=-190(LC 10)
Max Grav 3=160(LC 15), 2=290(LC 1), 4=110(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 3 and 190 lb uplift at
joint 2.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
J2
Truss Type
Jack-Open
Qty
8
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496246
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5eC??nWB2P15zWyZvJwQJvkJM?8QX33oVS?roSzwh4k
Scale = 1:17.5
1
2
3
7
6
4
5
2x4
ST1.5x8 STP
3x4
2x4 3x6
2-8-0
2-8-0
6-3-12
3-7-12
-1-0-0
1-0-0
2-8-0
2-8-0
6-3-12
3-7-12
0-4-12-11-102-3-102-7-30-8-05.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-10], [3:0-3-14,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.67
0.68
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.18
-0.17
-0.05
(loc)
5-6
5-6
5
l/defl
>415
>453
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
6-7: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=196(LC 10)
Max Uplift 4=-138(LC 10), 2=-183(LC 10), 5=-16(LC 10)
Max Grav 4=146(LC 15), 2=303(LC 1), 5=122(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-9=-371/490
BOT CHORD 2-7=-744/444, 6-7=-488/334
WEBS 3-7=-533/894
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 4, 183 lb uplift at
joint 2 and 16 lb uplift at joint 5.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
J3
Truss Type
Jack-Open
Qty
13
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496247
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-ZqmND7Xqpi9yagXlT0Rfs7HUvPWKGaTxj6kPKuzwh4j
Scale: 3/4"=1'
1
2
3
4
3x4
ST1.5x8 STP
5-6-12
5-6-12
-1-0-0
1-0-0
5-6-12
5-6-12
0-4-12-7-142-3-72-7-145.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.68
0.57
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.10
-0.09
-0.00
(loc)
4-7
4-7
3
l/defl
>643
>697
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=177(LC 10)
Max Uplift 3=-136(LC 10), 2=-179(LC 10), 4=-1(LC 10)
Max Grav 3=139(LC 15), 2=262(LC 1), 4=96(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 3, 179 lb uplift at
joint 2 and 1 lb uplift at joint 4.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
J4
Truss Type
Jack-Open
Qty
7
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496248
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:05 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-10KmQSYSa0HpCq6x1kzuPKqicous?1j5ymUysLzwh4i
Scale = 1:14.5
1
2
3
4
3x4
ST1.5x8 STP
4-10-0
4-10-0
-1-0-0
1-0-0
4-10-0
4-10-0
0-4-12-4-31-11-132-4-35.00 12
Plate Offsets (X,Y)-- [2:0-1-14,0-0-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.49
0.43
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.06
-0.06
-0.00
(loc)
4-7
4-7
3
l/defl
>960
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=159(LC 10)
Max Uplift 3=-116(LC 10), 2=-169(LC 10), 4=-1(LC 10)
Max Grav 3=119(LC 15), 2=236(LC 1), 4=83(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 3, 169 lb uplift at
joint 2 and 1 lb uplift at joint 4.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
K1
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496249
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-VDu8doZ4LKPgq_h8aRU7xYMtqCEkkQMEBQDWPnzwh4h
Scale = 1:19.8
1
2
3
7 6
5
11
12
4
13 14 15
2x4
ST1.5x8 STP
ST1.5x8 STP
2x4
2x4
3x4
3x4
0-8-0
0-8-0
4-9-7
4-1-7
8-11-2
4-1-11
-1-5-0
1-5-0
4-9-7
4-9-7
8-11-2
4-1-11
0-3-132-11-60-4-12-7-52-11-63.54 12
Plate Offsets (X,Y)-- [2:0-0-14,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.46
0.38
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.03
-0.04
0.01
(loc)
6-7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 37 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-9-3 oc bracing.
REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz 2=197(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) except 4=-141(LC 8), 2=-326(LC 8), 6=-162(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 4 except 2=444(LC 1), 2=444(LC 1), 6=328(LC 25)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-772/358
BOT CHORD 2-7=-454/738, 6-7=-454/738
WEBS 3-6=-783/482
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4, 326 lb uplift at
joint 2 and 162 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 80 lb up at
4-4-12, 114 lb down and 80 lb up at 4-4-12, and 146 lb down and 145 lb up at 7-2-11, and 146 lb down and 145 lb up at 7-2-11 on
top chord, and 32 lb down and 7 lb up at 1-6-12, 32 lb down and 7 lb up at 1-6-12, 18 lb down at 4-4-12, 18 lb down at 4-4-12, and
38 lb down and 24 lb up at 7-2-11, and 38 lb down and 24 lb up at 7-2-11 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 11=-2(F=-1, B=-1) 12=-82(F=-41, B=-41) 13=1(F=0, B=0) 14=-17(F=-9, B=-9) 15=-63(F=-32, B=-32)
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
K2
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496250
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:07 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-zPSWr8Zi5dXXR8GK89?MUlvyVcVSTt4OQ4z3xDzwh4g
Scale = 1:19.6
1
2
3
4
10
9
8 7
6
17
18
5
19
20 21
3x4
ST1.5x8 STP
ST1.5x8 STP
2x4
2x4
3x6
3x6
2x4
3x4
3x4
0-8-0
0-8-0
3-8-8
3-0-8
6-1-12
2-5-3
8-11-2
2-9-6
-1-5-0
1-5-0
3-8-8
3-8-8
6-1-12
2-5-3
8-11-2
2-9-6
0-3-132-11-62-3-60-8-03.54 12
Plate Offsets (X,Y)-- [2:0-3-10,0-0-3], [3:0-7-10,0-1-7], [3:0-5-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.85
0.67
0.27
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.21
-0.24
0.07
(loc)
9
9
7
l/defl
>492
>441
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 38 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.2 *Except*
9-10: 2x4 SP No.3, 3-6: 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing.
REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz 2=197(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 5 except 2=-368(LC 8), 7=-288(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 5 except 2=491(LC 1), 2=491(LC 1), 7=469(LC 25)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1066/622
BOT CHORD 3-9=-693/1044, 8-9=-693/1044, 7-8=-693/1044
WEBS 4-8=-192/388, 4-7=-1140/757
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) N/A
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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
2=368, 7=288.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 38 lb up at
4-4-12, 93 lb down and 38 lb up at 4-4-12, and 140 lb down and 117 lb up at 7-2-11, and 140 lb down and 117 lb up at 7-2-11 on
top chord, and 32 lb down and 7 lb up at 1-6-12, 32 lb down and 7 lb up at 1-6-12, 54 lb down and 55 lb up at 4-4-12, 54 lb down
and 55 lb up at 4-4-12, and 55 lb down and 53 lb up at 7-2-11, and 55 lb down and 53 lb up at 7-2-11 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-54, 10-11=-20, 6-9=-20
Continued on page 2
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
K2
Truss Type
Diagonal Hip Girder
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496250
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:08 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-Sb?u2UaKsxfO3IrWisWb0zS7F0rhCKJXekicTfzwh4f
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 18=-52(F=-26, B=-26) 19=1(F=0, B=0) 20=-109(F=-54, B=-54) 21=-109(F=-55, B=-55)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
K3
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496251
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:09 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-woZGGqbydFnFhRQiGa1qZA_RDQGdxpngtOSA?6zwh4e
Scale = 1:17.2
1
2
3
7 6
11
4
12 13 5
2x4
ST1.5x8 STP
ST1.5x8 STP
3x4
2x4 3x4
0-8-0
0-8-0
4-3-2
3-7-2
7-10-6
3-7-5
-1-5-0
1-5-0
4-3-2
4-3-2
7-10-6
3-7-5
0-3-132-7-103.54 12
Plate Offsets (X,Y)-- [2:0-3-10,0-0-11]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.26
0.37
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.02
-0.03
0.01
(loc)
6-7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 33 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing.
REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz 2=178(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) except 4=-197(LC 6), 2=-298(LC 8), 5=-132(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 4 except 2=396(LC 1), 2=396(LC 1), 5=311(LC 25)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-653/274
BOT CHORD 2-7=-358/624, 6-7=-358/624
WEBS 3-6=-669/383
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 4, 298 lb uplift at
joint 2 and 132 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 80 lb up at
4-4-12, 114 lb down and 80 lb up at 4-4-12, and 124 lb down and 138 lb up at 7-2-11, and 124 lb down and 138 lb up at 7-2-11 on
top chord, and 32 lb down and 7 lb up at 1-6-12, 32 lb down and 7 lb up at 1-6-12, 18 lb down at 4-4-12, 18 lb down at 4-4-12, and
47 lb down and 21 lb up at 7-2-11, and 47 lb down and 21 lb up at 7-2-11 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 3=-2(F=-1, B=-1) 7=-17(F=-9, B=-9) 11=-127(F=-63, B=-63) 12=1(F=0, B=0) 13=-80(F=-40, B=-40)
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
K4
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496252
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:10 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-O_7fTAcaOYv5Ib?vpHY35OXeTpeRgH9q62BjYYzwh4d
Scale = 1:15.4
1
2
3
7 6
11
4
12 13 5
2x4
ST1.5x8 STP
ST1.5x8 STP
3x4
2x4 3x4
0-8-0
0-8-0
3-8-15
3-0-15
6-10-0
3-1-2
-1-5-0
1-5-0
3-8-15
3-8-15
6-10-0
3-1-2
0-3-132-4-03.54 12
Plate Offsets (X,Y)-- [2:0-3-10,0-0-11]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MP
0.16
0.21
0.12
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.02
0.00
(loc)
7
6-7
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 29 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz 2=159(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 2=-268(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 4, 5, 5 except 2=341(LC 1), 2=341(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-500/177
BOT CHORD 2-7=-248/477, 6-7=-248/477
WEBS 3-6=-514/267
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb)
2=268.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 80 lb up at
4-4-12, and 114 lb down and 80 lb up at 4-4-12 on top chord, and 32 lb down and 7 lb up at 1-6-12, 32 lb down and 7 lb up at
1-6-12, and 18 lb down at 4-4-12, and 18 lb down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 11=-2(F=-1, B=-1) 12=1(F=0, B=0) 13=-17(F=-9, B=-9)
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T1
Truss Type
Hip Girder
Qty
1
Ply
3
GROZA - CRESTVIEW
Job Reference (optional)
T26496253
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:12 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-KNFPusdrwA9pYv8HxibXBpcuwdEH83b7ZMgqcRzwh4b
Scale = 1:51.2
1
2 3
4
5
6
13 12 11 10 9 8 7
14
15
16
17 18 19 20
2x4
5x8 4x4
2x4
4x6
2x4
7x8
3x4
6x8 3x8 6x8 6x8
3x10
3-6-0
3-6-0
6-1-0
2-7-0
9-10-13
3-9-13
13-8-9
3-9-13
17-9-8
4-0-15
17-9-14
0-0-6
3-6-0
3-6-0
6-1-0
2-7-0
9-10-13
3-9-13
13-8-9
3-9-13
17-9-14
4-1-5
6-11-98-5-13-6-68-5-15.00 12
Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [7:Edge,0-4-8], [9:0-3-8,0-4-0], [13:0-4-0,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.55
0.63
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.07
-0.08
0.02
(loc)
9-10
9-10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 540 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
1-13: 2x6 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)13=0-5-8, 7=0-4-0
Max Horz 13=-210(LC 8)
Max Uplift 13=-4244(LC 8), 7=-3797(LC 8)
Max Grav 13=6435(LC 1), 7=6137(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3318/2256, 3-4=-3830/2516, 4-5=-5240/3337
BOT CHORD 11-13=-1446/2297, 10-11=-1463/2323, 9-10=-2874/4704, 8-9=-2702/4388,
7-8=-2702/4388
WEBS 2-11=-949/1457, 2-10=-2238/3450, 4-10=-2646/1737, 4-9=-545/970, 5-9=-415/690,
5-8=-1000/1733, 2-13=-5943/3895, 5-7=-6809/4188
NOTES-
1) N/A
2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
3) 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.
4) Unbalanced roof live loads have been considered for this design.
5) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
7) Provide adequate drainage to prevent water ponding.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * 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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
13=4244, 7=3797.
Continued on page 2
Special connection required to distribute top chord loads equally between all plies.
832.1/(3x1.25x106)= 3 nails/24"
->Current number of nails are enough.
PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED
FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR
LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE
ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER
MANUFACTURER SPECIFICATIONS.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T1
Truss Type
Hip Girder
Qty
1
Ply
3
GROZA - CRESTVIEW
Job Reference (optional)
T26496253
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:12 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-KNFPusdrwA9pYv8HxibXBpcuwdEH83b7ZMgqcRzwh4b
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 844 lb down and 600 lb up at 3-11-0, 849 lb down and 601 lb up at
6-1-0, 866 lb down and 591 lb up at 7-11-0, 872 lb down and 581 lb up at 9-11-0, and 741 lb down and 506 lb up at 11-11-0, and 758 lb down and 507 lb up at 13-11-0
on top chord, and 615 lb down and 440 lb up at 1-10-12, 869 lb down and 587 lb up at 1-11-0, 678 lb down and 459 lb up at 3-10-12, 679 lb down and 456 lb up at
5-10-12, 679 lb down and 438 lb up at 7-10-12, 698 lb down and 422 lb up at 9-10-12, 678 lb down and 413 lb up at 11-10-12, 616 lb down and 399 lb up at 13-10-12,
and 616 lb down and 391 lb up at 15-10-12, and 750 lb down and 484 lb up at 15-11-0 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 2-3=-54, 3-6=-54, 7-13=-20
Concentrated Loads (lb)
Vert: 3=-832(F) 11=-616(B) 10=-614(B) 4=-832(F) 9=-615(B) 8=-616(B) 5=-718(F) 14=-832(F) 15=-826(F) 16=-701(F) 17=-1485(F=-869, B=-615) 18=-614(B)
19=-613(B) 20=-1366(F=-750, B=-616)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T2
Truss Type
Hip Girder
Qty
1
Ply
2
GROZA - CRESTVIEW
Job Reference (optional)
T26496254
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:34 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-hcajWNuekwxhBHqWDK_h4SXYiVnMIy_Mdn?_O9zwh4F
Scale = 1:94.7
1 2
3
4 5 6 7 8 9 10 11 12
13
14 15
28 27 26 25 24 23 22
21
20 19 18 17
16
36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54
55 56 57 58 59 60 61 62 63 64
65 66 67 68 69 70 71
6x8
ST1.5x8 STP
ST1.5x8 STP
4x6 6x8
3x10
4x6
4x6
4x6
7x8
4x6
3x6
2x4
4x4 4x8
2x4
7x8
4x4
5x6
3x10
5x6
4x4 2x4
4x8 2x4
8x12
4x6
7x8
3-5-12
3-5-12
6-3-12
2-10-0
13-5-1
7-1-5
20-4-9
6-11-9
27-5-0
7-0-7
29-6-8
2-1-8
32-11-12
3-5-4
38-8-4
5-8-8
44-8-4
6-0-0
48-4-0
3-7-12
48-8-5
0-4-5
51-0-0
2-3-11
-1-0-0
1-0-0
3-5-12
3-5-12
6-3-12
2-10-0
13-5-1
7-1-5
20-4-9
6-11-9
27-5-0
7-0-7
29-6-8
2-1-8
32-11-12
3-5-4
38-8-4
5-8-8
44-8-4
6-0-0
48-4-0
3-7-12
48-8-5
0-4-5
51-0-0
2-3-11
52-0-0
1-0-0
0-4-12-11-100-4-10-8-02-11-105.00 12
Plate Offsets (X,Y)-- [4:0-2-4,0-3-0], [12:0-5-8,0-3-0], [13:0-5-4,0-6-10], [14:0-1-13,Edge], [14:0-0-11,Edge], [21:0-6-8,0-4-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.91
0.44
0.83
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.31
-0.36
0.14
(loc)
16
16
14
l/defl
>926
>790
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 671 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.1 *Except*
4-7,10-12,7-10: 2x6 SP No.2
BOT CHORD 2x6 SP No.2 *Except*
14-16: 2x4 SP No.2, 13-19: 2x6 SP M 26
WEBS 2x4 SP No.3 *Except*
8-20,9-18,12-18: 2x4 SP No.2
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, Except:
6-0-0 oc bracing: 23-24,20-21.
WEBS 1 Row at midpt 6-21
REACTIONS. (size)2=0-8-0, 14=0-8-0, 23=0-4-0
Max Horz 2=135(LC 7)
Max Uplift 2=-1188(LC 8), 14=-1006(LC 8), 23=-2931(LC 8)
Max Grav 2=1744(LC 17), 14=1502(LC 18), 23=4585(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3994/2624, 3-4=-3951/2629, 4-5=-4609/3154, 5-6=-4604/3150, 6-8=-2418/3969,
8-9=-1319/873, 9-11=-3980/2591, 11-12=-3980/2591, 12-13=-4376/2767, 13-32=-505/400
BOT CHORD 2-28=-2321/3667, 27-28=-2321/3667, 26-27=-2291/3684, 24-26=-1539/2430,
20-21=-4093/2686, 18-20=-729/1319, 17-18=-2529/4224, 13-17=-2474/4119
WEBS 3-27=-355/336, 4-27=-235/720, 4-26=-708/1014, 5-26=-833/823, 6-26=-1513/2348,
6-24=-3/298, 21-23=-4321/2947, 8-21=-2690/1950, 8-20=-3533/5651, 9-20=-1193/939,
9-18=-1805/2805, 11-18=-584/580, 12-18=-282/214, 12-17=-501/1004, 21-24=-1654/2640,
6-21=-6482/4224
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf 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 lb uplift at joint(s) except (jt=lb)
2=1188, 14=1006, 23=2931.
Continued on page 2
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T2
Truss Type
Hip Girder
Qty
1
Ply
2
GROZA - CRESTVIEW
Job Reference (optional)
T26496254
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:35 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-9o86jjvGVE3YoRPin1Vwcf3jSu7b1PEVsRlYwbzwh4E
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 lb down and 362 lb up at 6-3-12, 145 lb down and 173 lb up at
8-4-8, 145 lb down and 173 lb up at 10-4-8, 145 lb down and 173 lb up at 12-4-8, 145 lb down and 173 lb up at 14-4-8, 145 lb down and 173 lb up at 16-4-8, 145 lb
down and 173 lb up at 18-4-8, 145 lb down and 173 lb up at 20-4-8, 145 lb down and 173 lb up at 22-4-8, 145 lb down and 173 lb up at 24-4-8, 145 lb down and 173 lb
up at 26-4-8, 145 lb down and 173 lb up at 28-4-8, 138 lb down and 154 lb up at 30-4-8, 138 lb down and 154 lb up at 32-4-8, 138 lb down and 154 lb up at 34-7-8, 138
lb down and 154 lb up at 36-7-8, 138 lb down and 154 lb up at 38-7-8, 138 lb down and 154 lb up at 40-7-8, and 138 lb down and 154 lb up at 42-7-8, and 168 lb down
and 242 lb up at 44-8-4 on top chord, and 351 lb down and 210 lb up at 6-3-12, 70 lb down and 20 lb up at 8-4-8, 70 lb down and 20 lb up at 10-4-8, 70 lb down and 20
lb up at 12-4-8, 70 lb down and 20 lb up at 14-4-8, 70 lb down and 20 lb up at 16-4-8, 70 lb down and 20 lb up at 18-4-8, 70 lb down and 20 lb up at 20-4-8, 70 lb down
and 20 lb up at 22-4-8, 70 lb down and 20 lb up at 24-4-8, 70 lb down and 20 lb up at 26-4-8, 70 lb down and 20 lb up at 28-4-8, 82 lb down and 36 lb up at 30-4-8, 82
lb down and 36 lb up at 32-4-8, 82 lb down and 36 lb up at 34-7-8, 82 lb down and 36 lb up at 36-7-8, 82 lb down and 36 lb up at 38-7-8, 82 lb down and 36 lb up at
40-7-8, and 82 lb down and 36 lb up at 42-7-8, and 514 lb down and 353 lb up at 44-7-8 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-12=-54, 12-15=-54, 2-22=-20, 13-21=-20, 16-31=-20
Concentrated Loads (lb)
Vert: 4=-151(F) 7=-98(F) 12=-85(F) 27=-351(F) 6=-98(F) 24=-55(F) 11=-85(F) 18=-75(F) 17=-514(F) 36=-98(F) 37=-98(F) 38=-98(F) 40=-98(F) 41=-98(F) 42=-98(F)
44=-98(F) 45=-98(F) 46=-98(F) 48=-85(F) 49=-85(F) 50=-85(F) 51=-85(F) 53=-85(F) 54=-85(F) 55=-55(F) 56=-55(F) 57=-55(F) 58=-55(F) 59=-55(F) 60=-55(F)
61=-55(F) 62=-55(F) 63=-55(F) 64=-55(F) 66=-75(F) 67=-75(F) 68=-75(F) 69=-75(F) 70=-75(F) 71=-75(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T3
Truss Type
Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496255
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:53 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-dFDvVt7ZGmK?yCnArpq9LSpp09BrFVF9_E6VYYzwh3y
Scale = 1:94.7
1 2
3
4 5 6 7 8 9 10 11
12
13 14 15
27 26 25 24 23 22
21
20 19 18 17
16
33 34 35 36 37 38
6x8
ST1.5x8 STP
ST1.5x8 STP
4x6 6x8
4x6
4x6
4x6
4x6 4x8
2x4
4x8
2x4
4x8
4x4 5x12
3x10
2x4
4x12
4x4
3x6
2x4
7x8
4x6
10x14
4x6
8-3-12
8-3-12
14-8-3
6-4-7
21-0-9
6-4-7
27-5-0
6-4-7
29-6-8
2-1-8
34-11-12
5-5-4
42-8-4
7-8-8
45-6-2
2-9-14
48-4-0
2-9-14
51-0-0
2-8-0
-1-0-0
1-0-0
4-5-12
4-5-12
8-3-12
3-10-0
14-8-3
6-4-7
21-0-9
6-4-7
27-5-0
6-4-7
29-6-8
2-1-8
34-11-12
5-5-4
42-8-4
7-8-8
45-6-2
2-9-14
48-4-0
2-9-14
51-0-0
2-8-0
52-0-0
1-0-0
0-4-13-9-100-4-10-8-03-9-105.00 12
Plate Offsets (X,Y)-- [4:0-4-0,0-2-2], [8:0-3-8,0-2-8], [11:0-1-12,0-3-4], [13:0-5-11,0-6-8], [13:0-1-13,0-2-11], [21:0-5-8,0-4-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.84
0.76
0.98
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.29
-0.39
0.14
(loc)
16
16
14
l/defl
>965
>722
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 334 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x6 SP No.2 *Except*
1-4,11-15: 2x4 SP M 31
BOT CHORD 2x6 SP No.2 *Except*
14-16: 2x4 SP No.2, 13-19: 2x6 SP M 26
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-24, 8-20, 6-21
REACTIONS. (size)2=0-8-0, 14=0-8-0, 23=0-4-0
Max Horz 2=-175(LC 8)
Max Uplift 2=-565(LC 10), 14=-463(LC 10), 23=-1263(LC 10)
Max Grav 2=908(LC 19), 14=741(LC 16), 23=2343(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1797/1358, 3-4=-1524/1100, 4-5=-1385/1079, 5-6=-537/373, 6-8=-1194/1958,
8-9=-507/459, 9-11=-508/462, 11-12=-1199/930, 12-13=-1850/1349, 13-14=-390/353
BOT CHORD 2-27=-1117/1703, 25-27=-765/1414, 24-25=-765/1414, 20-21=-1982/1520,
18-20=-601/1105, 17-18=-1083/1704, 13-17=-1078/1697, 13-16=-145/268
WEBS 3-27=-371/384, 4-27=-91/350, 5-24=-1063/798, 6-24=-298/598, 21-23=-2237/1546,
8-21=-1317/1014, 8-20=-1770/2579, 9-20=-408/474, 11-20=-689/479, 11-18=-169/429,
12-18=-769/556, 12-17=-194/369, 21-24=-134/552, 6-21=-2432/1661
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-3-6, Exterior(2R) 4-3-6 to 15-6-5, Interior(1)
15-6-5 to 35-5-11, Exterior(2R) 35-5-11 to 46-10-13, Exterior(2E) 46-10-13 to 52-0-0 zone;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=565, 14=463, 23=1263.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T4
Truss Type
Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496256
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-lmWqDJHjClz90CHg52ZCNCr3KOZYoQ43_mlhVIzwh3l
Scale = 1:94.7
1 2
3
4 5 6 7 8 9
10
11 12 13
25 24 23 22 21 20
19
18 17 16 15
14
31 32 33 34 35 36
6x8
ST1.5x8 STP
ST1.5x8 STP
6x8
3x6
2x4 4x4 4x8
4x4
3x10
4x4
4x8
3x6
2x4
10x12
7x10
5-5-12
5-5-12
10-3-12
4-10-0
18-10-6
8-6-10
27-5-0
8-6-10
29-6-8
2-1-8
33-11-12
4-5-4
40-8-4
6-8-8
44-6-2
3-9-14
48-4-0
3-9-14
51-0-0
2-8-0
-1-0-0
1-0-0
5-5-12
5-5-12
10-3-12
4-10-0
18-10-6
8-6-10
27-5-0
8-6-10
29-6-8
2-1-8
33-11-12
4-5-4
40-8-4
6-8-8
44-6-2
3-9-14
48-4-0
3-9-14
51-0-0
2-8-0
52-0-0
1-0-0
0-4-14-7-100-4-10-8-04-7-105.00 12
Plate Offsets (X,Y)-- [4:0-1-12,0-3-12], [9:0-4-0,0-2-2], [11:0-0-9,0-2-11], [11:0-5-11,0-6-8], [19:0-6-8,0-4-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.74
0.97
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.30
-0.40
0.14
(loc)
14
14
12
l/defl
>948
>709
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 338 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP M 31 *Except*
4-6,6-9: 2x6 SP No.2
BOT CHORD 2x6 SP No.2 *Except*
12-14: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-22, 7-21, 7-18
2 Rows at 1/3 pts 5-19
REACTIONS. (size)2=0-8-0, 12=0-8-0, 21=0-4-0
Max Horz 2=-212(LC 8)
Max Uplift 2=-534(LC 10), 12=-427(LC 10), 21=-1331(LC 10)
Max Grav 2=876(LC 19), 12=681(LC 16), 21=2482(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1715/1202, 3-4=-1240/893, 4-5=-677/474, 5-7=-1217/2005, 8-9=-599/597,
9-10=-693/599, 10-11=-1426/1056, 11-12=-352/325
BOT CHORD 2-25=-954/1640, 24-25=-954/1640, 22-24=-522/1114, 18-19=-2020/1600, 16-18=-264/316,
15-16=-798/1285, 11-15=-796/1282
WEBS 3-24=-591/479, 4-24=-131/412, 4-22=-635/475, 5-22=-103/566, 19-21=-2361/1684,
7-19=-1430/1110, 7-18=-1454/2067, 8-18=-744/700, 8-16=-609/884, 10-16=-856/642,
10-15=-129/331, 19-22=-142/679, 5-19=-2545/1802
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-1-3, Exterior(2R) 4-1-3 to 17-6-5, Interior(1)
17-6-5 to 33-5-11, Exterior(2R) 33-5-11 to 46-10-13, Exterior(2E) 46-10-13 to 52-0-0 zone;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 4x6 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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
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) except (jt=lb)
2=534, 12=427, 21=1331.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T5
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496257
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:10 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-dXlK3hKDG_TbVpaRKud8X20pa?55kB7fvNjue3zwh3h
Scale = 1:91.0
1 2
3 4 5 6 7 8
9
10 11
22 21 20 19 18 17 16 15 14 13 12
25
26
27 28 29 30 31 32
33
34
3x8 ST1.5x8 STP
5x6 6x8
6x8 4x6 6x8
4x6 4x4 4x8
4x8
2x4
2x4
6x8 2x4
4x8
4x8
3x6
2x4 4x6
4x6
4x6
5-4-13
5-4-13
11-11-12
6-6-15
19-7-4
7-7-8
27-1-0
7-5-12
32-7-12
5-6-12
38-4-4
5-8-8
44-2-4
5-10-0
50-8-0
6-5-12
5-4-13
5-4-13
11-11-12
6-6-15
19-7-4
7-7-8
27-1-0
7-5-12
32-7-12
5-6-12
38-4-4
5-8-8
44-2-4
5-10-0
50-8-0
6-5-12
51-8-0
1-0-0
2-8-05-5-100-4-15-5-105.00 12
Plate Offsets (X,Y)-- [8:0-4-0,0-2-2], [16:0-4-0,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.47
0.36
1.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.10
-0.14
0.03
(loc)
20-21
20-21
10
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 347 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x6 SP No.2 *Except*
8-11: 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-16, 7-16
REACTIONS. (size)22=0-4-0, 16=0-4-0, 10=0-8-0
Max Horz 22=-189(LC 8)
Max Uplift 22=-534(LC 10), 16=-1375(LC 10), 10=-449(LC 29)
Max Grav 22=935(LC 19), 16=2439(LC 1), 10=742(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-22=-861/692, 1-2=-1670/1252, 2-3=-1103/868, 3-4=-957/911, 4-5=-775/1270,
5-7=-775/1270, 7-8=-509/591, 8-9=-584/548, 9-10=-1268/936
BOT CHORD 20-21=-1079/1710, 18-20=-100/354, 16-18=-100/354, 15-16=-279/404, 13-15=-279/404,
12-13=-698/1108, 10-12=-698/1108
WEBS 1-21=-1304/1739, 2-21=-617/623, 2-20=-797/639, 3-20=-74/271, 4-20=-674/794,
4-18=0/290, 4-16=-1778/1355, 5-16=-380/354, 7-16=-1349/1098, 7-13=-663/802,
8-13=-156/263, 9-13=-758/601, 9-12=0/279
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-4-13, Interior(1) 5-4-13 to 6-10-15, Exterior(2R)
6-10-15 to 17-0-9, Interior(1) 17-0-9 to 33-3-7, Exterior(2R) 33-3-7 to 43-5-1, Interior(1) 43-5-1 to 46-7-3, Exterior(2E) 46-7-3 to
51-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
22=534, 16=1375, 10=449.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 263 lb down and 315 lb up at
4-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others.
Continued on page 2
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T5
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496257
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:10 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-dXlK3hKDG_TbVpaRKud8X20pa?55kB7fvNjue3zwh3h
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, 3-8=-54, 8-11=-54, 10-22=-20
Concentrated Loads (lb)
Vert: 25=-183
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T6
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496258
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:11 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5jJjH1Lr1IbS7z9dub8N4FZ04PQ6TiJp71TSBWzwh3g
Scale = 1:49.1
1 2
3
4
5
6 7 8
15 14
13
12 11 10
9
19
20
21 22
23
3x4
ST1.5x8 STP
ST1.5x8 STP
2x4
6x8
3x4
4x4
2x4
3x4
3x4
2x4
6x8
3x4
4x8
3x4
3x4
4-9-14
4-9-14
8-8-0
3-10-2
9-0-0
0-4-0
14-4-0
5-4-0
20-4-8
6-0-8
26-5-0
6-0-8
-1-0-0
1-0-0
4-9-14
4-9-14
9-0-0
4-2-2
14-4-0
5-4-0
20-4-8
6-0-8
26-5-0
6-0-8
0-4-16-3-114-3-112-0-06-3-115.00 12
Plate Offsets (X,Y)-- [2:0-1-2,Edge], [6:0-5-4,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.35
0.37
0.75
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.07
-0.07
-0.01
(loc)
15-18
9-10
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 141 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-14: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)9=Mechanical, 2=0-8-0, 14=0-8-0
Max Horz 2=401(LC 10)
Max Uplift 9=-371(LC 7), 2=-353(LC 10), 14=-853(LC 10)
Max Grav 9=636(LC 19), 2=368(LC 19), 14=994(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-430/665, 5-6=-731/451, 6-7=-675/489
BOT CHORD 2-15=-954/373, 14-15=-954/373, 13-14=-770/649, 5-13=-715/672, 10-11=-483/617,
9-10=-489/675
WEBS 3-15=-535/200, 3-14=-432/1039, 5-11=-445/621, 7-9=-786/572
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-1-1, Exterior(2R)
10-1-1 to 18-6-15, Interior(1) 18-6-15 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=371, 2=353, 14=853.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T7
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496259
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:12 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-avt5UNMTobjIk7kpSIgccT55tpf8CCcyMhC?jyzwh3f
Scale = 1:50.1
1 2
3
4
5
6 7 8
14 13
12
11 10
9
18
19
20 21 22
23
3x4
ST1.5x8 STP
ST1.5x8 STP
5x6
2x4
6x8
3x4
5x6
3x4
3x4
3x4
2x4
6x8
4x8
3x4
4-9-14
4-9-14
8-8-0
3-10-2
9-0-0
0-4-0
16-4-0
7-4-0
26-5-0
10-1-0
-1-0-0
1-0-0
4-9-14
4-9-14
9-0-0
4-2-2
16-4-0
7-4-0
21-4-8
5-0-8
26-5-0
5-0-8
0-4-17-1-115-1-112-0-07-1-115.00 12
Plate Offsets (X,Y)-- [6:0-3-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.73
0.77
0.56
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.21
-0.42
-0.01
(loc)
9-10
9-10
9
l/defl
>999
>497
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 141 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-13: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0
Max Horz 2=451(LC 10)
Max Uplift 9=-379(LC 10), 2=-331(LC 10), 13=-867(LC 10)
Max Grav 9=636(LC 19), 2=368(LC 19), 13=994(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-426/603, 3-5=-260/149, 5-6=-746/411, 6-7=-606/462
BOT CHORD 2-14=-947/368, 13-14=-947/368, 12-13=-790/662, 5-12=-725/690, 9-10=-392/460
WEBS 3-14=-535/199, 3-13=-410/1011, 5-10=-328/513, 7-10=-99/262, 7-9=-607/550
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-1, Exterior(2R)
12-1-1 to 20-6-15, Interior(1) 20-6-15 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=379, 2=331, 13=867.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T8
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496260
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:13 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-26RThjM6Zvr9MHJ000Br9geH_D0Vxfe5bLyYFOzwh3e
Scale = 1:53.9
1 2
3
4
5
6
7 8
14 13
12
11 10
9
18
19
20 21 22
23
24
3x4
ST1.5x8 STP
ST1.5x8 STP
3x4
6x8
3x4
2x4
5x8
4x4
3x4
2x4
6x8
3x4
3x4
4x8
4-9-14
4-9-14
8-8-0
3-10-2
9-0-0
0-4-0
18-4-0
9-4-0
26-5-0
8-1-0
-1-0-0
1-0-0
4-9-14
4-9-14
9-0-0
4-2-2
13-8-0
4-8-0
18-4-0
4-8-0
26-5-0
8-1-0
0-4-17-11-115-11-112-0-07-11-115.00 12
Plate Offsets (X,Y)-- [2:0-1-2,Edge], [7:0-5-4,0-2-4], [8:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.65
0.76
0.57
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.17
-0.34
-0.02
(loc)
10-12
10-12
9
l/defl
>999
>623
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 144 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-13: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 7-9
REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0
Max Horz 2=502(LC 10)
Max Uplift 9=-393(LC 10), 2=-318(LC 10), 13=-866(LC 10)
Max Grav 9=740(LC 15), 2=369(LC 2), 13=1110(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-434/575, 3-5=-309/199, 6-7=-727/383, 8-9=-211/251
BOT CHORD 2-14=-977/383, 13-14=-977/383, 12-13=-952/629, 5-12=-298/287, 10-12=-539/670,
9-10=-429/660
WEBS 3-14=-532/203, 3-13=-479/1046, 6-12=-803/629, 7-10=0/390, 7-9=-769/493
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-1-1, Exterior(2R)
14-1-1 to 22-6-15, Interior(1) 22-6-15 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=393, 2=318, 13=866.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T9
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496261
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:15 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-_UYD6OOM5W5tbbTO7RDJE5jaA0f3PbRO2fRfKHzwh3c
Scale = 1:57.3
1 2
3
4
5
6
7 8
14 13
12
11 10
9
18
19
20
21 22
3x4
ST1.5x8 STP
ST1.5x8 STP
5x6 3x4
6x8
3x4
5x6
3x4
3x4
3x4
2x4
6x8
2x4
4x8
4-9-14
4-9-14
8-8-0
3-10-2
9-0-0
0-4-0
16-8-0
7-8-0
26-5-0
9-9-0
-1-0-0
1-0-0
4-9-14
4-9-14
9-0-0
4-2-2
16-8-0
7-8-0
20-4-0
3-8-0
26-5-0
6-1-0
0-4-18-9-116-9-112-0-08-9-115.00 12
Plate Offsets (X,Y)-- [7:0-3-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.86
0.95
0.42
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.35
-0.55
-0.01
(loc)
9-10
9-10
9
l/defl
>605
>382
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 148 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-13: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 7-9
REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0
Max Horz 2=552(LC 10)
Max Uplift 9=-402(LC 10), 2=-290(LC 10), 13=-885(LC 10)
Max Grav 9=775(LC 15), 2=380(LC 2), 13=1109(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-454/496, 3-5=-371/206, 5-6=-887/306, 6-7=-884/475
BOT CHORD 2-14=-955/401, 13-14=-955/401, 12-13=-963/646, 5-12=-854/675, 9-10=-345/461
WEBS 3-14=-535/199, 3-13=-452/1018, 5-10=-350/679, 6-10=-350/426, 7-10=-280/672,
7-9=-629/500
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-1-1, Exterior(2R)
16-1-1 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=402, 2=290, 13=885.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T10
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496262
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:13 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-oZpn6CeThTHg93jUVP6mj091S1XHtRDGo0QN8tzwh4a
Scale = 1:59.6
1 2
3
4
5
6
7 8
14 13
12
11 10
9
15
19
20
21
22
3x4
ST1.5x8 STP
ST1.5x8 STP
5x6 3x4
6x8
3x4
5x6
4x4
3x4
3x4
2x4
6x8
4x4
3x4
2x4
4-9-14
4-9-14
8-8-0
3-10-2
9-0-0
0-4-0
17-6-12
8-6-12
22-4-0
4-9-4
26-5-0
4-1-0
-1-0-0
1-0-0
4-9-14
4-9-14
9-0-0
4-2-2
17-6-12
8-6-12
22-4-0
4-9-4
26-5-0
4-1-0
0-4-19-7-117-7-112-0-09-7-115.00 12
Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.63
0.77
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.16
-0.29
-0.02
(loc)
9-10
9-10
9
l/defl
>999
>714
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 150 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-13: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
JOINTS 1 Brace at Jt(s): 15
REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0
Max Horz 2=603(LC 10)
Max Uplift 9=-418(LC 10), 2=-271(LC 10), 13=-887(LC 10)
Max Grav 9=774(LC 15), 2=375(LC 2), 13=1122(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-443/448, 3-5=-419/238, 5-6=-861/261
BOT CHORD 2-14=-963/390, 13-14=-963/390, 12-13=-977/632, 5-12=-839/667, 9-10=-496/773
WEBS 3-14=-534/201, 3-13=-454/1019, 5-10=-350/636, 6-10=0/355, 6-15=-854/531,
9-15=-888/585
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-1-1, Exterior(2R)
18-1-1 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=418, 2=271, 13=887.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T11
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496263
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:14 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-GlN9JXf5SnPXnDIg27d?GEiCeRsRcukQ1g9xhJzwh4Z
Scale: 3/16"=1'
1 2
3
4
5
6
7 8
14 13
12
11 10
9
15
19
20
21
22
3x4
ST1.5x8 STP
ST1.5x8 STP
4x4 3x4
6x8
3x4
5x6
4x4
3x4
3x4
2x4
6x8
4x4
3x4
2x4
4-9-14
4-9-14
8-8-0
3-10-2
9-0-0
0-4-0
17-6-12
8-6-12
24-4-0
6-9-4
26-5-0
2-1-0
-1-0-0
1-0-0
4-9-14
4-9-14
9-0-0
4-2-2
17-6-12
8-6-12
24-4-0
6-9-4
26-5-0
2-1-0
0-4-110-5-118-5-112-0-010-5-115.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.60
0.78
0.85
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.17
-0.30
-0.02
(loc)
9-10
9-10
9
l/defl
>999
>700
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 154 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
4-13: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 8-9, 6-15
JOINTS 1 Brace at Jt(s): 15
REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0
Max Horz 2=653(LC 10)
Max Uplift 9=-436(LC 10), 2=-251(LC 10), 13=-889(LC 10)
Max Grav 9=795(LC 15), 2=375(LC 2), 13=1125(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-444/396, 3-4=-473/264, 4-6=-862/194
BOT CHORD 2-14=-967/391, 13-14=-967/391, 12-13=-979/621, 4-12=-842/657, 9-10=-487/785
WEBS 3-14=-534/201, 3-13=-455/1021, 4-10=-339/652, 6-10=0/356, 6-15=-879/535,
9-15=-933/612
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 20-1-1, Exterior(2R)
20-1-1 to 24-4-0, Exterior(2E) 24-4-0 to 26-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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 = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=436, 2=251, 13=889.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T12
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496264
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:16 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-D8UwkDgL_OfF0WS3AYfTLfnYXEXz4nbiU_e1lCzwh4X
Scale: 3/16"=1'
1 2
3
4
5
6
7 8
14 13
12
11 10
9
15
19
20
21
22
3x4
ST1.5x8 STP
ST1.5x8 STP
4x4 3x4
6x8
3x4
3x8
3x4
3x4
3x4
2x4
6x8
4x4
3x4
2x4
4-9-14
4-9-14
8-8-0
3-10-2
9-0-0
0-4-0
16-10-12
7-10-12
24-6-8
7-7-12
26-5-0
1-10-8
-1-0-0
1-0-0
4-9-14
4-9-14
9-0-0
4-2-2
16-10-12
7-10-12
24-6-8
7-7-12
26-5-0
1-10-8
0-4-110-6-128-6-122-0-010-6-125.00 12
Plate Offsets (X,Y)-- [2:0-1-2,Edge], [8:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.64
0.84
0.95
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.23
-0.42
-0.02
(loc)
9-10
9-10
9
l/defl
>926
>499
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 154 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
4-13: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 8-9, 6-9
REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0
Max Horz 2=658(LC 10)
Max Uplift 9=-439(LC 10), 2=-250(LC 10), 13=-888(LC 10)
Max Grav 9=797(LC 15), 2=379(LC 2), 13=1119(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-455/396, 3-4=-481/262, 4-6=-898/199
BOT CHORD 2-14=-974/402, 13-14=-974/402, 12-13=-968/612, 4-12=-849/642, 9-10=-512/830
WEBS 3-14=-533/200, 3-13=-462/1036, 4-10=-400/742, 6-15=-896/544, 9-15=-960/632,
6-10=0/343
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 20-3-9, Exterior(2R)
20-3-9 to 24-6-8, Exterior(2E) 24-6-8 to 26-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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 = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=439, 2=250, 13=888.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T13
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496265
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:17 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-hK2IxZhzlin6eg1FkFAiusKmme_SpMtsjeObHezwh4W
Scale = 1:60.1
1 2
3
4
5
6
7 8
15 14
13
12 11 10
9
19
20
3x4
ST1.5x8 STP
ST1.5x8 STP
2x4
6x8
3x4
3x6
3x4
3x4
3x4
2x4
4x4
3x4
3x4
4x8
6x8
4-9-14
4-9-14
9-0-0
4-2-2
15-9-4
6-9-4
22-6-8
6-9-4
26-5-0
3-10-8
-1-0-0
1-0-0
4-9-14
4-9-14
9-0-0
4-2-2
15-9-4
6-9-4
22-6-8
6-9-4
26-5-0
3-10-8
0-4-19-8-127-8-122-0-09-8-125.00 12
Plate Offsets (X,Y)-- [7:0-5-4,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.41
0.44
0.44
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.04
-0.10
-0.02
(loc)
10-11
10-11
9
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 158 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-14: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 6-10, 7-9
REACTIONS. (size)9=Mechanical, 2=0-8-0, 14=0-8-0
Max Horz 2=608(LC 10)
Max Uplift 9=-420(LC 10), 2=-76(LC 10), 14=-695(LC 10)
Max Grav 9=635(LC 1), 2=367(LC 1), 14=1043(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-427/0, 3-5=-461/236, 5-6=-754/251, 6-7=-366/150
BOT CHORD 2-15=-289/395, 14-15=-289/395, 13-14=-809/639, 5-13=-743/668, 10-11=-517/659,
9-10=-227/277
WEBS 3-14=-451/305, 5-11=-457/613, 6-10=-468/352, 7-10=-135/409, 7-9=-614/501
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-3-9, Exterior(2R)
18-3-9 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb)
9=420, 14=695.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T14
Truss Type
Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496266
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:18 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-9Xcg9vicW0wzGqcRHzixQ4sxp2BMYn9?xI78q4zwh4V
Scale = 1:65.0
1 2
3 4
5
6
7 8 9
10
11
24 23
22
21 20 19
17
15
14
18 16 13 12
28
29
30
31 32
3x4
ST1.5x8 STP
4x6 4x4
3x4
4x4
3x4
4x6 3x4
3x4 3x8
3x6
2x4
3x4
6x8
3x8 3x8
3x4
2x4
2x4
3x6
4-10-14
4-10-14
9-0-0
4-1-2
9-2-0
0-2-0
14-10-6
5-8-6
20-6-12
5-8-6
27-6-0
6-11-4
29-0-11
1-6-11
30-5-4
1-4-9
34-6-0
4-0-12
34-10-8
0-4-8
-1-0-0
1-0-0
4-10-14
4-10-14
9-2-0
4-3-2
14-10-6
5-8-6
20-6-12
5-8-6
25-6-0
4-11-4
27-6-0
2-0-0
30-5-4
2-11-4
34-10-8
4-5-4
0-4-17-2-48-10-147-0-112-0-08-10-145.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.39
0.97
0.56
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.31
-0.52
0.04
(loc)
17-20
17-20
13
l/defl
>974
>581
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 227 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-23: 2x4 SP No.3, 14-19: 2x4 SP No.1
WEBS 2x4 SP No.3 *Except*
10-13: 2x6 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 8-15
JOINTS 1 Brace at Jt(s): 14
REACTIONS. (size)2=0-8-0, 23=0-4-0, 13=0-4-0
Max Horz 2=438(LC 10)
Max Uplift 2=-146(LC 10), 23=-842(LC 10), 13=-567(LC 10)
Max Grav 2=395(LC 15), 23=1668(LC 15), 13=1197(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-504/0, 3-5=-262/191, 5-6=-1346/741, 6-7=-1259/790, 7-8=-1133/804,
8-9=-646/486, 9-10=-730/469, 13-14=-1069/800, 10-14=-1151/766
BOT CHORD 2-24=-285/495, 23-24=-285/495, 22-23=-1351/853, 5-22=-1237/878, 20-21=-779/1281,
17-20=-618/997, 15-17=-618/997
WEBS 5-21=-799/1312, 6-21=-232/291, 7-20=0/252, 3-23=-587/324, 8-20=-57/286,
8-15=-576/485, 10-15=-504/1026
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 15-7-9, Exterior(2R)
15-7-9 to 35-4-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=146, 23=842, 13=567.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T15
Truss Type
Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496267
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:20 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5vkRabjs2dAhV8mqPNkPVVyAbr?S0bgIPccFuzzwh4T
Scale = 1:64.8
1 2
3
4
5
6
7 8 9
10
11
24 23
22
21 20 19 18
16
15
17 14 13 12
28
29 30 31 32
33 34
35
ST1.5x8 STP
5x6
2x4
4x8
7x8
2x4
3x10
2x4
2x4 6x8 3x6
4-10-14
4-10-14
9-0-0
4-1-2
9-2-0
0-2-0
13-10-6
4-8-6
18-6-12
4-8-6
25-7-12
7-1-0
27-6-0
1-10-4
30-6-0
3-0-0
32-5-4
1-11-4
34-6-0
2-0-12
34-10-8
0-4-8
-1-0-0
1-0-0
4-10-14
4-10-14
9-2-0
4-3-2
13-10-6
4-8-6
18-6-12
4-8-6
25-7-12
7-1-0
27-6-0
1-10-4
32-5-4
4-11-4
34-10-8
2-5-4
0-4-17-2-48-0-147-0-112-0-08-0-145.00 12
Plate Offsets (X,Y)-- [7:0-5-4,0-2-0], [9:0-3-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.89
0.42
0.95
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.46
-0.79
0.19
(loc)
17
17
13
l/defl
>660
>383
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 228 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-23: 2x4 SP No.3, 19-22,15-19: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
10-13: 2x6 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 16-18
JOINTS 1 Brace at Jt(s): 15, 16
REACTIONS. (size)2=0-8-0, 23=0-4-0, 13=0-4-0
Max Horz 2=438(LC 10)
Max Uplift 2=-145(LC 10), 23=-842(LC 10), 13=-555(LC 10)
Max Grav 2=405(LC 15), 23=1663(LC 15), 13=1263(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-478/0, 3-5=-281/174, 5-6=-1292/661, 6-7=-1330/797, 7-8=-1223/766,
8-9=-1223/766, 13-15=-1210/736
BOT CHORD 2-24=-282/495, 23-24=-282/495, 22-23=-1344/854, 5-22=-1252/868, 20-21=-726/1214,
18-20=-714/1228, 16-18=-206/410, 15-16=-206/410, 13-14=-257/0
WEBS 8-18=-426/472, 9-18=-618/1092, 9-15=-822/755, 5-21=-779/1304, 6-21=-297/332,
3-23=-591/331, 14-15=0/290
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 13-7-9, Exterior(2R)
13-7-9 to 23-5-15, Interior(1) 23-5-15 to 27-6-1, Exterior(2R) 27-6-1 to 32-5-4, Exterior(2E) 32-5-4 to 34-10-8 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 3x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=145, 23=842, 13=555.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
VERTICAL SUPPORT OF FREE END
OF CHORD IS REQUIRED.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T16
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496268
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:21 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-Z5IpnxkUoxIY7HK0z5Fe2iUNSFCEl2uSeGMoQPzwh4S
Scale: 3/16"=1'
1 2
3
4
5 6 7 8 9 10
17 16 15 14 13 12 11
21
22
23 24 25
26
4x4
ST1.5x8 STP
3x4
4x4 4x8
3x4
4x4
4x6
3x4
2x4 3x4
3x4
3x4 6x8
2x4
4x4
8-0-0
8-0-0
16-7-7
8-7-7
18-3-12
1-8-5
25-5-12
7-1-15
34-6-0
9-0-4
34-10-8
0-4-8
-1-0-0
1-0-0
8-0-0
8-0-0
16-7-7
8-7-7
17-5-4
0-9-13
18-3-12
0-10-8
25-5-12
7-1-15
34-5-4
8-11-8
34-10-8
0-5-4
0-4-17-2-147-7-40-3-87-2-145.00 12
Plate Offsets (X,Y)-- [4:0-2-0,Edge], [5:0-5-8,0-2-0], [6:0-2-0,Edge], [12:0-3-8,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.75
0.96
0.95
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.25
-0.44
0.11
(loc)
12-13
12-13
12
l/defl
>999
>926
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 190 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
11-14: 2x4 SP No.1
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-15, 5-13
2 Rows at 1/3 pts 9-12
REACTIONS. (size)2=0-8-0, 12=0-4-0
Max Horz 2=457(LC 10)
Max Uplift 2=-766(LC 10), 12=-759(LC 10)
Max Grav 2=1623(LC 15), 12=1543(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3297/1636, 3-5=-2244/1197, 5-6=-389/215, 6-7=-584/329, 5-7=-1813/1452,
7-9=-1574/903
BOT CHORD 2-17=-1868/3102, 15-17=-1868/3102, 13-15=-1224/2007, 12-13=-903/1574
WEBS 3-17=0/345, 3-15=-1141/685, 9-13=-165/781, 5-15=-162/760, 5-13=-563/417,
9-12=-2000/1147
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 13-11-6, Exterior(2R)
13-11-6 to 17-5-4, Exterior(2E) 17-5-4 to 18-3-6, Interior(1) 18-3-6 to 30-10-2, Exterior(2E) 30-10-2 to 34-4-0 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=766, 12=759.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T17
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496269
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:22 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-1IsB_Gl6ZEQOkRvCWomtbw1YUfZoUXCbsv5Mzrzwh4R
Scale = 1:62.9
1 2
3
4
5 6 7 8 9 10
18 17 16 15 14 13 12 11
22
23
24 25
26 27
3x4
ST1.5x8 STP
5x6 5x6
4x12
4x4
4x4
3x4
2x4 3x8 3x4 3x4
3x4
6x8
3x4
3x4
8-1-4
8-1-4
15-6-12
7-5-8
20-3-12
4-9-0
27-4-12
7-1-0
34-4-0
6-11-4
34-6-0
0-2-0
34-10-8
0-4-8
-1-0-0
1-0-0
8-1-4
8-1-4
15-6-12
7-5-8
19-3-12
3-9-0
20-3-12
1-0-0
27-4-12
7-1-0
34-4-0
6-11-4
34-10-8
0-6-8
0-4-16-4-146-9-146-4-146-9-145.00 12
Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [6:0-3-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.73
0.94
0.81
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.25
-0.38
0.12
(loc)
18-21
16-18
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 206 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-16, 7-13, 8-12
REACTIONS. (size)2=0-8-0, 12=0-4-0
Max Horz 2=407(LC 10)
Max Uplift 2=-776(LC 10), 12=-795(LC 10)
Max Grav 2=1608(LC 15), 12=1537(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3243/1788, 3-5=-2267/1387, 5-6=-2057/1388, 6-7=-2313/1505, 7-8=-1443/881,
9-12=-190/255
BOT CHORD 2-18=-1953/3027, 16-18=-1953/3027, 14-16=-1292/1998, 13-14=-1350/2111,
12-13=-881/1443
WEBS 3-18=0/337, 3-16=-1083/656, 5-16=-113/548, 6-14=-380/744, 7-14=-513/428,
7-13=-882/619, 8-13=-320/887, 8-12=-1886/1155
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 12-0-14, Exterior(2R)
12-0-14 to 19-3-12, Exterior(2E) 19-3-12 to 20-3-12, Interior(1) 20-3-12 to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=776, 12=795.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T18
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496270
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:24 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-_gzxPymM5sg6_l3beDoLgL6uOTGjyQiuKDaT1kzwh4P
Scale = 1:61.8
1 2
3
4 5 6 7 8 9
17 16 15 14 13 12 11 10
21
22
23 24 25 26
27 28
4x12
ST1.5x8 STP
4x8
4x4
4x4
4x4
3x4
2x4 3x4 3x8 3x4
3x4
6x8
2x4
4x4
7-1-4
7-1-4
13-6-12
6-5-8
21-3-12
7-9-0
28-3-0
6-11-4
34-4-0
6-1-0
34-6-0
0-2-0
34-10-8
0-4-8
-1-0-0
1-0-0
7-1-4
7-1-4
13-6-12
6-5-8
21-3-12
7-9-0
22-3-12
1-0-0
28-3-0
5-11-4
34-4-0
6-1-0
34-10-8
0-6-8
0-4-15-6-145-11-145-6-145-11-145.00 12
Plate Offsets (X,Y)-- [4:0-8-8,0-2-0], [5:0-4-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.71
0.85
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.24
-0.39
0.12
(loc)
16
14-16
11
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 196 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-14, 6-12, 7-11
REACTIONS. (size)2=0-8-0, 11=0-4-0
Max Horz 2=356(LC 10)
Max Uplift 2=-784(LC 10), 11=-787(LC 10)
Max Grav 2=1578(LC 15), 11=1463(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3231/1956, 3-4=-2429/1627, 4-5=-2117/1516, 5-6=-2239/1545, 6-7=-1413/943
BOT CHORD 2-17=-2065/3021, 16-17=-2065/3021, 14-16=-1575/2228, 12-14=-1501/2156,
11-12=-943/1413
WEBS 3-17=0/274, 3-16=-889/542, 4-16=-152/643, 5-14=-123/560, 6-12=-994/747,
7-12=-420/894, 7-11=-1838/1229
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 10-0-14, Exterior(2R)
10-0-14 to 17-0-10, Interior(1) 17-0-10 to 17-9-14, Exterior(2R) 17-9-14 to 21-3-12, Exterior(2E) 21-3-12 to 22-3-12, Interior(1)
22-3-12 to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=784, 11=787.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T19
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496271
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:25 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-StXKdIn?s9ozcvenCxKaCYf6msfpht81YtK0aAzwh4O
Scale = 1:61.8
1 2
3
4 5 6 7 8 9 10
19 18 17 16 15 14 13 12 11
23
24
25 26 27
28
4x8
ST1.5x8 STP
4x8 4x4
2x4 3x8
2x4
6x8
2x4
6-1-4
6-1-4
11-6-12
5-5-8
17-5-4
5-10-8
23-3-12
5-10-8
29-3-0
5-11-4
34-4-0
5-1-0
34-6-0
0-2-0
34-10-8
0-4-8
-1-0-0
1-0-0
6-1-4
6-1-4
11-6-12
5-5-8
17-5-4
5-10-8
23-3-12
5-10-8
24-3-12
1-0-0
29-3-0
4-11-4
34-4-0
5-1-0
34-10-8
0-6-8
0-4-14-8-145-1-144-8-145-1-145.00 12
Plate Offsets (X,Y)-- [2:0-0-14,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.54
0.66
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.26
-0.32
0.11
(loc)
16-18
16-18
12
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 198 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 8-12
REACTIONS. (size)2=0-8-0, 12=0-4-0
Max Horz 2=306(LC 10)
Max Uplift 2=-791(LC 10), 12=-780(LC 10)
Max Grav 2=1325(LC 1), 12=1310(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2781/2022, 3-4=-2250/1741, 4-5=-2281/1832, 5-6=-2281/1832, 6-7=-2120/1632,
7-8=-1276/942
BOT CHORD 2-19=-2087/2533, 18-19=-2087/2533, 16-18=-1665/2032, 14-16=-1525/1984,
13-14=-1557/2028, 12-13=-942/1276
WEBS 3-18=-631/469, 4-18=-143/401, 4-16=-175/456, 5-16=-351/398, 6-16=-357/498,
6-14=-104/349, 7-13=-1013/828, 8-13=-487/789, 8-12=-1667/1232
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 8-0-14, Exterior(2R)
8-0-14 to 15-0-10, Interior(1) 15-0-10 to 19-9-14, Exterior(2R) 19-9-14 to 23-3-12, Exterior(2E) 23-3-12 to 24-3-12, Interior(1) 24-3-12
to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 3x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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
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) except (jt=lb)
2=791, 12=780.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T20
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496272
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:36 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-d_iUw3wuGYBPQb_vLl099tcx1ILSmq4f45U5S2zwh4D
Scale = 1:61.8
1 2
3
4 5 6 7 8 9 10
18 17 16 15 14 13 12 11
1923
24
25 26 27 28
29 30
4x8
ST1.5x8 STP
5x8
7x8
4x6 4x4 3x8
2x4
3x4
3x4 3x4
3x4
3x8
4x6
3x6
2x4
4x4
9-6-12
9-6-12
17-7-0
8-0-4
25-3-12
7-8-12
29-10-12
4-7-0
34-4-0
4-5-4
34-6-0
0-2-0
34-10-8
0-4-8
-1-0-0
1-0-0
5-1-4
5-1-4
9-6-12
4-5-8
17-7-0
8-0-4
25-3-12
7-8-12
26-3-12
1-0-0
29-10-12
3-7-0
34-4-0
4-5-4
34-10-8
0-6-8
0-4-13-10-144-3-143-10-144-3-145.00 12
Plate Offsets (X,Y)-- [4:0-4-0,0-1-13], [6:0-4-8,0-2-0], [13:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.73
0.92
0.92
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.37
-0.49
0.11
(loc)
16
14-16
12
l/defl
>999
>838
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 186 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
8-14,9-13: 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-18
REACTIONS. (size)2=0-8-0, 12=0-4-0
Max Horz 2=255(LC 10)
Max Uplift 2=-797(LC 10), 12=-774(LC 10)
Max Grav 2=1325(LC 1), 12=1310(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2774/2108, 3-4=-2460/1853, 4-5=-2251/1804, 5-6=-2792/2131, 6-7=-2135/1574,
7-8=-2150/1596, 8-9=-1414/1033, 9-12=-1249/1014
BOT CHORD 2-18=-2123/2540, 16-18=-2100/2792, 14-16=-1621/2174, 13-14=-1033/1414
WEBS 3-18=-399/391, 4-18=-239/609, 5-18=-733/367, 5-16=-220/329, 6-16=-540/810,
6-14=-290/362, 14-19=-630/844, 8-19=-758/994, 8-13=-1065/877, 9-13=-1318/1800,
7-19=-309/214
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 6-0-14, Exterior(2R)
6-0-14 to 13-0-10, Interior(1) 13-0-10 to 21-9-14, Exterior(2R) 21-9-14 to 25-3-12, Exterior(2E) 25-3-12 to 26-3-12, Interior(1) 26-3-12
to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=797, 12=774.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T21
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496273
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:37 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5AGs8PxW1rJG2lZ5vSXOi4973ijgVIuoJlEf?Uzwh4C
Scale = 1:61.8
1 2
3
4 5 6 7 8
9 10 11 12
20 19 18 17 16 15 14 13
21
25
26 27 28
29 30
5x6
ST1.5x8 STP
3x4 6x8
5x6
4x4 4x6 3x8
2x4
3x8
2x4
2x4
3x10 3x4
2x4
3x4
6x8
2x4
4x6
7-6-12
7-6-12
14-2-5
6-7-9
20-8-3
6-5-13
27-3-12
6-7-9
34-4-0
7-0-4
34-6-0
0-2-0
34-10-8
0-4-8
-1-0-0
1-0-0
4-1-4
4-1-4
7-6-12
3-5-8
14-2-5
6-7-9
20-8-3
6-5-13
27-3-12
6-7-9
28-3-12
1-0-0
30-9-0
2-5-4
34-4-0
3-7-0
34-10-8
0-6-8
0-4-13-0-143-5-143-0-143-5-145.00 12
Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [8:0-5-4,0-2-4], [9:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.65
0.79
0.88
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.48
-0.60
0.14
(loc)
16-18
16-18
14
l/defl
>861
>686
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 179 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
10-15,10-14: 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-20
REACTIONS. (size)2=0-8-0, 14=0-4-0
Max Horz 2=205(LC 10)
Max Uplift 2=-802(LC 10), 14=-769(LC 10)
Max Grav 2=1325(LC 1), 14=1310(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2830/2154, 3-4=-2609/1963, 4-5=-2419/1901, 5-7=-3327/2413, 7-8=-3327/2413,
8-9=-2329/1676, 9-10=-2345/1698
BOT CHORD 2-20=-2124/2590, 18-20=-2458/3377, 16-18=-2458/3377, 15-16=-1664/2306,
14-15=-1111/1496
WEBS 3-20=-274/295, 4-20=-341/710, 5-20=-1148/656, 5-18=0/252, 7-16=-344/371,
8-16=-796/1205, 8-15=-289/347, 9-21=-378/250, 15-21=-617/919, 10-21=-783/1136,
10-14=-1852/1408
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 3-11-0, Exterior(2R)
3-11-0 to 11-0-10, Interior(1) 11-0-10 to 23-9-14, Exterior(2R) 23-9-14 to 27-3-12, Exterior(2E) 27-3-12 to 28-3-12, Interior(1) 28-3-12
to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=802, 14=769.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T22
Truss Type
Roof Special Girder
Qty
1
Ply
2
GROZA - CRESTVIEW
Job Reference (optional)
T26496274
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:42 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-S83lB6_fsOxZ8WR2h?7ZO8s_DjO?AdBXT1xQghzwh47
Scale = 1:61.8
1 2
3
4 5 6 7 8 9 10 11 12 13
24 23 22 21 20 19 18 17 16 15 14
27 28 29 30 31 32 33 34 35 36 37 38 39
40 41 42 43 44 45 46 47 48 49 50
4x8
ST1.5x8 STP
4x4 4x4
4x6
4x4
6x8
3x4
2x4 3x4 4x8
2x4 3x8
2x4
2x4
3x8 2x4
3x8
3x8 6x8
2x4
5x6
3-1-4
3-1-4
5-6-12
2-5-8
10-4-13
4-10-1
15-1-2
4-8-5
19-9-6
4-8-5
24-5-11
4-8-5
29-3-12
4-10-1
34-4-0
5-0-4
34-6-0
0-2-0
34-10-8
0-4-8
-1-0-0
1-0-0
3-1-4
3-1-4
5-6-12
2-5-8
10-4-13
4-10-1
15-1-2
4-8-5
19-9-6
4-8-5
24-5-11
4-8-5
29-3-12
4-10-1
30-3-12
1-0-0
34-4-0
4-0-4
34-10-8
0-6-8
0-4-12-2-142-7-142-2-142-7-145.00 12
Plate Offsets (X,Y)-- [2:0-3-5,Edge], [4:0-5-8,0-2-0], [8:0-2-0,Edge], [15:0-4-0,0-4-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.68
0.91
0.62
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.73
-0.81
0.13
(loc)
19-20
19-20
15
l/defl
>567
>512
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 410 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing.
REACTIONS. (size)2=0-8-0, 15=0-4-0
Max Horz 2=154(LC 25)
Max Uplift 2=-1572(LC 8), 15=-1644(LC 8)
Max Grav 2=2409(LC 1), 15=2501(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5634/3557, 3-4=-5773/3694, 4-5=-7908/5164, 5-6=-7908/5164, 6-7=-9148/6005,
7-9=-9148/6005, 9-10=-5097/3352, 10-11=-5370/3519
BOT CHORD 2-24=-3341/5179, 23-24=-3341/5179, 22-23=-3441/5363, 20-22=-6072/9305,
19-20=-6072/9305, 17-19=-5170/7883, 16-17=-5170/7883, 15-16=-3216/4888
WEBS 3-23=-353/329, 4-23=-271/652, 4-22=-1876/2853, 5-22=-445/464, 6-22=-1583/1038,
6-20=-40/387, 7-19=-420/431, 9-19=-900/1426, 9-17=-26/367, 9-16=-3111/2050,
10-16=-863/1565, 11-16=-224/325, 11-15=-5254/3456
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered 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 roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf 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 lb uplift at joint(s) except (jt=lb)
2=1572, 15=1644.
Continued on page 2
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T22
Truss Type
Roof Special Girder
Qty
1
Ply
2
GROZA - CRESTVIEW
Job Reference (optional)
T26496274
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:42 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-S83lB6_fsOxZ8WR2h?7ZO8s_DjO?AdBXT1xQghzwh47
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 160 lb up at 5-6-12, 133 lb down and 152 lb up at
7-7-8, 133 lb down and 152 lb up at 9-7-8, 133 lb down and 152 lb up at 11-7-8, 133 lb down and 152 lb up at 13-7-8, 133 lb down and 152 lb up at 15-7-8, 133 lb down
and 152 lb up at 17-5-4, 133 lb down and 152 lb up at 19-3-0, 133 lb down and 152 lb up at 21-3-0, 133 lb down and 152 lb up at 23-3-0, 133 lb down and 152 lb up at
25-3-0, and 133 lb down and 152 lb up at 27-3-0, and 325 lb down and 389 lb up at 29-3-12 on top chord, and 323 lb down and 180 lb up at 5-6-12, 56 lb down and 21
lb up at 7-7-8, 56 lb down and 21 lb up at 9-7-8, 56 lb down and 21 lb up at 11-7-8, 56 lb down and 21 lb up at 13-7-8, 56 lb down and 21 lb up at 15-7-8, 56 lb down
and 21 lb up at 17-5-4, 56 lb down and 21 lb up at 19-3-0, 56 lb down and 21 lb up at 21-3-0, 56 lb down and 21 lb up at 23-3-0, 56 lb down and 21 lb up at 25-3-0, and
56 lb down and 21 lb up at 27-3-0, and 323 lb down and 180 lb up at 29-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-10=-54, 10-11=-54, 11-12=-54, 12-13=-54, 2-14=-20
Concentrated Loads (lb)
Vert: 4=-78(F) 10=-181(F) 23=-323(F) 16=-323(F) 27=-78(F) 28=-78(F) 29=-78(F) 30=-78(F) 32=-78(F) 33=-78(F) 34=-78(F) 35=-78(F) 36=-78(F) 37=-78(F)
38=-78(F) 40=-47(F) 41=-47(F) 42=-47(F) 43=-47(F) 44=-47(F) 45=-47(F) 46=-47(F) 47=-47(F) 48=-47(F) 49=-47(F) 50=-47(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T23
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496275
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:43 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-wKd7OS?Hdh3Qmg0FFjeoxLO7Y7mFv3ChhhhzC8zwh46
Scale = 1:36.4
1 2 3
4
5
6
7
8
13 12 11
10
9
15 16 17 18
19
14
6x8
2x4 4x6
3x6 4x4
2x4
5x6
3x6
3x4
3x8
3x4
3x4
3x4
9-10-12
9-10-12
13-11-5
4-0-9
17-1-3
3-1-15
20-8-10
3-7-7
5-1-2
5-1-2
9-10-12
4-9-10
13-11-5
4-0-9
17-1-3
3-1-15
19-0-3
1-11-0
20-8-10
1-8-7
4-3-100-8-04-0-20-4-81-11-132-0-04-3-105.00 12
2.50 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.78
0.78
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.22
-0.45
0.07
(loc)
12-13
12-13
14
l/defl
>999
>545
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 120 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
8-14: 2x6 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)13=Mechanical, 14=0-6-2
Max Horz 13=-220(LC 25)
Max Uplift 13=-464(LC 10), 14=-718(LC 10)
Max Grav 13=770(LC 1), 14=1143(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1039/926, 3-4=-1157/930, 4-5=-1718/1364, 5-6=-1583/1182, 6-7=-1730/1275,
9-14=-1143/860, 7-9=-1149/898
BOT CHORD 12-13=-420/726, 11-12=-1148/1534, 10-11=-1126/1521, 9-10=-192/276
WEBS 2-13=-887/911, 2-12=-283/430, 3-12=-25/270, 4-12=-583/597, 4-11=-201/321,
5-11=-205/280, 5-10=-286/314, 7-10=-911/1219
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-12, Exterior(2R)
6-10-12 to 12-10-12, Interior(1) 12-10-12 to 20-5-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
13=464, 14=718.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 315 lb up at
18-7-1, and 225 lb down and 300 lb up at 20-5-14 on top chord. The design/selection of such connection device(s) is the
responsibility of others.
Continued on page 2
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS (BEARINGS).
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T23
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496275
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:43 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-wKd7OS?Hdh3Qmg0FFjeoxLO7Y7mFv3ChhhhzC8zwh46
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-6=-54, 6-8=-54, 11-13=-20, 9-11=-20
Concentrated Loads (lb)
Vert: 7=-225 6=-183
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T24
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496276
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:45 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-sjktp81X9JJ8?zAdN7hG0mUVbwVBNzq_9_A4H0zwh44
Scale = 1:43.4
1 2
3
4
5
6
7
815
14
13
12 11
10
9
18 19 20
21
16
17
5x6 4x8
3x8 4x4
2x4
4x6
3x4
2x4 5x12
3x6
3x8
5x8
3x4
3x4
3x4
5x6
7-10-12
7-10-12
11-11-5
4-0-9
13-11-5
2-0-0
17-1-3
3-1-15
20-8-10
3-7-7
7-10-12
7-10-12
11-11-5
4-0-9
13-11-5
2-0-0
19-0-3
5-0-14
20-8-10
1-8-7
5-1-104-1-100-8-03-10-21-11-133-0-05-1-105.00 12
2.50 12
Plate Offsets (X,Y)-- [2:0-4-0,0-1-13], [13:0-6-0,0-4-4], [16:0-1-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.61
0.62
0.69
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.15
-0.19
0.12
(loc)
13-14
13-14
17
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 129 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
3-12: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
1-16,8-17: 2x6 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 1-14
REACTIONS. (size)16=Mechanical, 17=0-6-2
Max Horz 16=-270(LC 10)
Max Uplift 16=-478(LC 10), 17=-809(LC 10)
Max Grav 16=772(LC 1), 17=1249(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-16=-772/712, 1-15=-697/737, 1-2=-1021/851, 2-3=-1124/836, 3-4=-2294/1683,
4-5=-1744/1279, 5-6=-1635/1163, 6-7=-1819/1271, 9-17=-1249/938, 7-9=-1259/978
BOT CHORD 14-15=-111/388, 13-14=-1414/2133, 3-13=-593/874, 10-11=-1117/1583, 9-10=-199/310
WEBS 1-14=-993/1062, 3-14=-1233/1005, 11-13=-1238/1816, 4-13=-321/577, 4-11=-670/511,
5-11=-148/287, 5-10=-304/306, 7-10=-896/1245
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-10-12, Exterior(2R)
4-10-12 to 10-10-12, Interior(1) 10-10-12 to 20-5-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
16=478, 17=809.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 350 lb up at
18-7-1, and 280 lb down and 374 lb up at 20-5-14 on top chord. The design/selection of such connection device(s) is the
responsibility of others.
Continued on page 2
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS (BEARINGS).
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T24
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496276
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:45 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-sjktp81X9JJ8?zAdN7hG0mUVbwVBNzq_9_A4H0zwh44
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 2-6=-54, 6-8=-54, 13-15=-20, 11-12=-20, 9-11=-20
Concentrated Loads (lb)
Vert: 7=-280 6=-242
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T25
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496277
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:47 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-o6seEq2ohwZrEHK0UYjl5BZuhkA3rrtGcIfALvzwh42
Scale = 1:46.5
1 2
3
4
5
6
7
815
14
13
12 11
10
9
18 19
20
16
17
3x6 5x6
3x6 4x4
2x4
3x6
3x8
2x4 5x12
3x6
3x8
5x8
3x4
3x4
3x4
5x6
5-10-12
5-10-12
11-11-5
6-0-9
13-11-5
2-0-0
17-1-3
3-1-15
20-8-10
3-7-7
5-10-12
5-10-12
11-11-5
6-0-9
13-11-5
2-0-0
17-1-3
3-1-15
19-0-3
1-11-0
20-8-10
1-8-7
5-11-104-11-100-8-04-8-21-11-123-0-05-11-105.00 12
2.50 12
Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [13:0-6-0,0-4-4], [16:0-1-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.45
0.59
0.78
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.15
-0.22
0.13
(loc)
13
13-14
17
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 134 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
3-12: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
1-16,8-17: 2x6 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-14
REACTIONS. (size)16=Mechanical, 17=0-6-2
Max Horz 16=-321(LC 10)
Max Uplift 16=-477(LC 10), 17=-530(LC 10)
Max Grav 16=755(LC 1), 17=1001(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-16=-755/722, 1-15=-707/727, 1-2=-690/561, 2-3=-813/509, 3-4=-2203/1489,
4-5=-1628/1113, 5-6=-1457/983, 6-7=-1498/992, 9-17=-1001/671, 7-9=-985/694
BOT CHORD 14-15=-175/482, 13-14=-1305/2111, 3-13=-426/786, 10-11=-929/1386
WEBS 1-14=-821/867, 2-14=-52/302, 3-14=-1498/1210, 11-13=-1023/1706, 4-13=-324/617,
4-11=-688/442, 5-11=-188/273, 5-10=-283/278, 7-10=-809/1186
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Exterior(2R) 3-2-12 to 8-10-12, Interior(1)
8-10-12 to 20-5-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
16=477, 17=530.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 226 lb up at
18-7-1, and 200 lb down and 250 lb up at 20-5-14 on top chord. The design/selection of such connection device(s) is the
responsibility of others.
Continued on page 2
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS (BEARINGS).
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T25
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496277
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:47 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-o6seEq2ohwZrEHK0UYjl5BZuhkA3rrtGcIfALvzwh42
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 2-6=-54, 6-8=-54, 13-15=-20, 11-12=-20, 9-11=-20
Concentrated Loads (lb)
Vert: 7=-200 6=-57
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T26
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496278
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:48 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-HIQ0S93QREhisRvC2GE_eP6?s8TkaLSQryOkuLzwh41
Scale = 1:56.4
1 2
3
4
5
6
7
8 9
15
14
13
12 11
10
16
21
22
2317
2x4
ST1.5x8 STP
4x4
3x4
4x12
4x6
2x4 6x8
3x6
2x4
3x4
6x8
3x4
2x4
3x4
3x4
5x6
3-10-12
3-10-12
6-2-6
2-3-10
11-11-5
5-8-14
13-11-5
2-0-0
18-8-15
4-9-10
24-2-8
5-5-9
3-10-12
3-10-12
6-2-6
2-3-10
11-11-5
5-8-14
13-11-5
2-0-0
18-8-15
4-9-10
24-2-8
5-5-9
25-2-8
1-0-0
6-9-105-9-101-0-00-4-13-0-06-9-105.00 12
2.50 12
Plate Offsets (X,Y)-- [11:0-6-0,Edge], [13:0-6-4,0-4-12], [15:0-6-8,0-2-0], [17:0-1-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.67
0.82
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.31
-0.49
0.23
(loc)
10-11
10-11
8
l/defl
>914
>592
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 142 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
4-12: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
1-17: 2x6 SP No.2, 11-13: 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-14
JOINTS 1 Brace at Jt(s): 16
REACTIONS. (size)8=0-8-0, 17=Mechanical
Max Horz 17=-552(LC 10)
Max Uplift 8=-543(LC 10), 17=-552(LC 10)
Max Grav 8=942(LC 1), 17=886(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-17=-886/748, 3-4=-1063/471, 4-5=-3097/1554, 5-7=-2516/1402, 7-8=-3093/1838
BOT CHORD 14-15=0/932, 13-14=-1097/2908, 4-13=-652/1361, 10-11=-1578/2869, 8-10=-1570/2856
WEBS 4-14=-2092/1227, 11-13=-1131/2663, 5-13=-16/576, 5-11=-797/311, 7-11=-549/540,
3-14=-263/717, 15-16=-1156/914, 3-16=-1141/867
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Exterior(2R) 3-2-12 to 6-10-12, Interior(1)
6-10-12 to 22-2-8, Exterior(2E) 22-2-8 to 25-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=543, 17=552.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS (BEARINGS).
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T27
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496279
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:49 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-lU_OfV42CXqZUbTOczlDBce9pXp_JmQZ4c8HQnzwh40
Scale = 1:60.0
1 2
3
4
5
6
7
8 9
15
14
13
12 11
10
16
21
2217
3x4
ST1.5x8 STP
4x4
3x4
4x12
4x6
2x4 6x8
3x6
3x4
2x4
3x4
6x8
3x4
2x4
3x4
5x6
1-10-12
1-10-12
6-2-6
4-3-10
11-11-5
5-8-14
13-11-5
2-0-0
18-8-15
4-9-10
24-2-8
5-5-9
1-10-12
1-10-12
6-2-6
4-3-10
11-11-5
5-8-14
13-11-5
2-0-0
18-8-15
4-9-10
24-2-8
5-5-9
25-2-8
1-0-0
7-7-106-7-101-0-00-4-13-0-07-7-105.00 12
2.50 12
Plate Offsets (X,Y)-- [11:0-6-0,Edge], [13:0-6-4,0-4-12], [15:0-6-8,0-2-0], [17:0-1-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.73
0.82
0.72
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.30
-0.49
0.24
(loc)
10-11
10-11
8
l/defl
>949
>591
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 148 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
4-12: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
1-17: 2x6 SP No.2, 11-13: 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-15, 4-14
REACTIONS. (size)8=0-8-0, 17=Mechanical
Max Horz 17=-602(LC 10)
Max Uplift 8=-528(LC 10), 17=-567(LC 10)
Max Grav 8=942(LC 1), 17=895(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-17=-895/752, 3-4=-1064/362, 4-5=-3097/1379, 5-7=-2516/1282, 7-8=-3093/1732
BOT CHORD 14-15=0/934, 13-14=-933/2906, 4-13=-605/1361, 10-11=-1478/2869, 8-10=-1471/2856
WEBS 15-16=-1176/882, 3-16=-1157/816, 3-14=-239/716, 11-13=-1003/2664, 5-13=0/575,
5-11=-797/258, 7-11=-549/554, 4-14=-2088/1158
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 1-10-12, Exterior(2R) 1-10-12 to 4-10-12, Interior(1)
4-10-12 to 22-2-8, Exterior(2E) 22-2-8 to 25-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=528, 17=567.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS (BEARINGS).
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T28
Truss Type
Roof Special
Qty
2
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496280
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:50 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-DhYmsr5gzryQ5l2b9hGSjqBKAx9C2ETjIGtryEzwh4?
Scale = 1:60.8
1
2
3
4 5
6
7 8
14
13
12
11 10
9
19
2015
3x4
ST1.5x8 STP
3x4
5x6
4x6
2x4 6x8
3x6
3x4
3x4
6x8
3x4
3x4
2x4
5x6
6-1-6
6-1-6
11-11-5
5-9-14
13-11-5
2-0-0
18-8-15
4-9-10
24-2-8
5-5-9
6-1-6
6-1-6
11-11-5
5-9-14
13-11-5
2-0-0
18-8-15
4-9-10
24-2-8
5-5-9
25-2-8
1-0-0
8-5-17-5-11-0-00-4-13-0-05.00 12
2.50 12
Plate Offsets (X,Y)-- [10:0-6-0,Edge], [12:0-6-4,0-4-12], [14:0-1-12,0-3-0], [15:0-1-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.75
0.82
0.60
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.29
-0.49
0.24
(loc)
9-10
9-10
7
l/defl
>984
>590
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 142 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
3-11: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
1-15: 2x6 SP No.2, 10-12: 2x4 SP No.2
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 1-15, 2-14, 3-13
REACTIONS. (size)7=0-8-0, 15=Mechanical
Max Horz 15=-643(LC 10)
Max Uplift 7=-514(LC 10), 15=-580(LC 10)
Max Grav 7=942(LC 1), 15=913(LC 16)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 14-15=-913/723, 2-3=-1052/277, 3-4=-3097/1255, 4-6=-2516/1196, 6-7=-3093/1656
BOT CHORD 13-14=0/923, 12-13=-820/2906, 3-12=-567/1361, 9-10=-1407/2869, 7-9=-1400/2855
WEBS 2-14=-1163/782, 2-13=-224/713, 3-13=-2097/1122, 10-12=-909/2665, 4-12=0/575,
4-10=-798/219, 6-10=-553/565
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 22-2-8, Exterior(2E)
22-2-8 to 25-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf 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 truss connections.
6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
7=514, 15=580.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS (BEARINGS).
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T29
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496281
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:51 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-ht694B5Ik94HjudnjOnhG1kYRLVBndZsXwdOUgzwh4_
Scale = 1:57.3
1 2
3
4
5
6
7 8
12 11 10
9
13
17
18
6x8
ST1.5x8 STP
3x4 4x4
3x4
5x6
3x6
2x4
3x4
3x4
3x4
3x4
2x4
1-7-12
1-7-12
7-9-8
6-1-12
13-11-5
6-1-12
18-8-15
4-9-10
24-2-8
5-5-9
1-7-12
1-7-12
7-9-8
6-1-12
13-11-5
6-1-12
18-8-15
4-9-10
24-2-8
5-5-9
25-2-8
1-0-0
7-8-149-8-140-4-12-0-07-8-145.00 12
2.50 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.53
0.77
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.27
-0.41
0.15
(loc)
9-10
9-10
7
l/defl
>999
>704
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 138 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-12, 4-11
REACTIONS. (size)12=Mechanical, 7=0-8-0
Max Horz 12=-608(LC 10)
Max Uplift 12=-567(LC 10), 7=-531(LC 10)
Max Grav 12=900(LC 16), 7=945(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1158/556, 4-6=-2537/1310, 6-7=-3103/1744
BOT CHORD 11-12=-68/1018, 10-11=-898/2267, 9-10=-1489/2877, 7-9=-1482/2864
WEBS 12-13=-1269/1016, 3-13=-1204/918, 3-11=-242/672, 4-11=-1360/893, 4-10=-301/733,
6-10=-534/535
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-7-12, Exterior(2R) 1-7-12 to 4-7-12, Interior(1)
4-7-12 to 22-2-8, Exterior(2E) 22-2-8 to 25-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
12=567, 7=531.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T30
Truss Type
Hip Girder
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496282
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:55 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-ZeLfwZ8poNajCWxYyEsdQtuAvys4jYaSSYbccRzwh3w
Scale = 1:36.2
1
2
3 4 5
6
10 9 8 7
17 18 19 20 21 22 23
24 25 26 27
4x8
ST1.5x8 STP
ST1.5x8 STP
4x8
4x4 4x4 4x4 2x4 3x10
2x4
2x4
4-10-0
4-10-0
10-0-0
5-2-0
15-2-0
5-2-0
20-0-0
4-10-0
-1-0-0
1-0-0
4-10-0
4-10-0
10-0-0
5-2-0
15-2-0
5-2-0
20-0-0
4-10-0
0-4-12-4-30-4-12-4-35.00 12
Plate Offsets (X,Y)-- [2:0-1-10,Edge], [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [6:0-1-10,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
NO
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-MSH
0.81
0.78
0.42
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.28
-0.32
0.08
(loc)
8
8-10
6
l/defl
>855
>753
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 86 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing.
REACTIONS. (size)6=0-8-0, 2=0-8-0
Max Horz 2=86(LC 7)
Max Uplift 6=-772(LC 8), 2=-861(LC 8)
Max Grav 6=1237(LC 1), 2=1294(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2782/1739, 3-4=-3502/2304, 4-5=-3502/2304, 5-6=-2790/1754
BOT CHORD 2-10=-1528/2527, 8-10=-1533/2552, 7-8=-1550/2561, 6-7=-1544/2536
WEBS 3-10=-80/394, 3-8=-730/1095, 4-8=-534/542, 5-8=-708/1077, 5-7=-87/395
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
6=772, 2=861.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 137 lb up at
4-10-0, 122 lb down and 131 lb up at 6-10-12, 122 lb down and 131 lb up at 8-10-12, 122 lb down and 131 lb up at 10-0-0, 122 lb
down and 131 lb up at 11-1-4, and 125 lb down and 131 lb up at 13-1-4, and 158 lb down and 230 lb up at 15-2-0 on top chord,
and 197 lb down and 129 lb up at 4-10-0, 43 lb down and 21 lb up at 6-10-12, 43 lb down and 21 lb up at 8-10-12, 43 lb down and
21 lb up at 10-0-0, 43 lb down and 21 lb up at 11-1-4, and 43 lb down and 21 lb up at 13-1-4, and 197 lb down and 129 lb up at
15-1-4 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-6=-54, 11-14=-20
Continued on page 2
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T30
Truss Type
Hip Girder
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496282
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:55 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-ZeLfwZ8poNajCWxYyEsdQtuAvys4jYaSSYbccRzwh3w
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-59(F) 5=-59(F) 10=-197(F) 8=-38(F) 4=-59(F) 7=-197(F) 18=-59(F) 19=-59(F) 20=-59(F) 22=-59(F) 24=-38(F) 25=-38(F) 26=-38(F) 27=-38(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T31
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496283
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-2qv27v9RZhiaqgWlWxNsz5RPUMGzSwvbhCK99tzwh3v
Scale = 1:37.9
1
2
3 4
5 6
11 10 9 8 7
15
16
17 18
19
20
5x8
ST1.5x8 STP
5x6
4x4
3x6 3x4
3x4 2x4 4x8 3x10
3x8
6-10-0
6-10-0
13-2-0
6-4-0
17-6-0
4-4-0
21-2-0
3-8-0
-1-0-0
1-0-0
6-10-0
6-10-0
13-2-0
6-4-0
17-6-0
4-4-0
21-2-0
3-8-0
0-4-11-4-93-2-31-4-93-2-35.00 12
Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [4:0-3-0,0-2-4], [8:0-3-8,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.57
0.54
0.73
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.15
-0.19
0.04
(loc)
8-9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 97 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)7=0-4-0, 2=0-8-0
Max Horz 2=102(LC 10)
Max Uplift 7=-442(LC 10), 2=-528(LC 10)
Max Grav 7=776(LC 1), 2=833(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1470/1309, 3-4=-1378/1354, 4-5=-1488/1366, 5-6=-1959/1741, 6-7=-710/668
BOT CHORD 2-11=-1162/1316, 9-11=-1161/1324, 8-9=-1823/2034
WEBS 3-11=0/273, 4-9=-82/326, 5-9=-702/647, 5-8=-565/620, 6-8=-1708/1923
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-0, Exterior(2R)
3-10-0 to 9-10-0, Interior(1) 9-10-0 to 10-2-0, Exterior(2R) 10-2-0 to 16-2-0, Interior(1) 16-2-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4
zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
7=442, 2=528.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T32
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496284
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:57 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-W1TQLEA3K?qRRp5x4fu5VI_a6ma5BL6lvs4ihKzwh3u
Scale = 1:37.9
1
2
3
4 5
6 7
11 10 9 8
15
16 17
18
4x4
ST1.5x8 STP
5x6
5x6
3x6 4x4
3x4 3x8
2x4
4x8
3x8
8-10-0
8-10-0
15-6-0
6-8-0
21-2-0
5-8-0
-1-0-0
1-0-0
4-8-14
4-8-14
8-10-0
4-1-2
11-2-0
2-4-0
15-6-0
4-4-0
21-2-0
5-8-0
0-4-12-2-94-0-32-2-94-0-35.00 12
Plate Offsets (X,Y)-- [5:0-3-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.51
0.68
0.86
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.15
-0.28
0.03
(loc)
9-11
11-14
8
l/defl
>999
>909
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 105 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)8=0-4-0, 2=0-8-0
Max Horz 2=153(LC 10)
Max Uplift 8=-446(LC 10), 2=-524(LC 10)
Max Grav 8=776(LC 1), 2=833(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1566/1392, 3-4=-1242/1090, 4-5=-1110/1081, 5-6=-1903/1698, 6-7=-1641/1410,
7-8=-714/679
BOT CHORD 2-11=-1341/1431, 9-11=-959/1101
WEBS 3-11=-385/457, 4-11=-167/330, 5-9=-685/798, 6-9=-973/999, 7-9=-1416/1649
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-0, Exterior(2R)
5-10-0 to 14-2-0, Interior(1) 14-2-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=446, 2=524.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T33
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496285
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:58 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-_D1oYaBh5IyI3zg7dMPK2WWgpAyAwtUu8WpGDmzwh3t
Scale = 1:38.0
1
2
3
4
5 6
10 9 8 7
14
15
16
17 18
4x6
ST1.5x8 STP
5x6
3x6 3x4 3x4 3x4
2x4
3x10
5x6
6-6-0
6-6-0
13-6-0
7-0-0
21-2-0
7-8-0
-1-0-0
1-0-0
4-8-0
4-8-0
10-0-0
5-4-0
13-6-0
3-6-0
21-2-0
7-8-0
0-4-13-0-94-6-13-0-95.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.84
0.50
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.13
-0.18
0.03
(loc)
8-10
8-10
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 104 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 6-8
REACTIONS. (size)7=0-4-0, 2=0-8-0
Max Horz 2=203(LC 10)
Max Uplift 7=-451(LC 10), 2=-518(LC 10)
Max Grav 7=776(LC 1), 2=833(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1615/1343, 3-4=-1428/1197, 4-5=-1617/1416, 5-6=-1408/1188, 6-7=-702/685
BOT CHORD 2-10=-1367/1474, 8-10=-868/972
WEBS 3-10=-318/424, 4-10=-309/476, 4-8=-564/747, 5-8=-907/932, 6-8=-1187/1406
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2R) 7-0-0
to 13-0-0, Interior(1) 13-0-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
7=451, 2=518.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T34
Truss Type
Roof Special
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496286
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-SPbAlwCKsc48h7EJB4xZbj3tqZEqfI?1NAZplCzwh3s
Scale = 1:38.6
1
2
3
4
5
6
7
11 10 9 8
15
16 17 18 19
4x4
ST1.5x8 STP
4x4 2x4
6x8 3x4 3x4 3x4
2x4
3x8
3x4
6-0-14
6-0-14
11-6-0
5-5-2
21-2-0
9-8-0
-1-0-0
1-0-0
5-3-14
5-3-14
10-0-0
4-8-2
11-6-0
1-6-0
16-4-0
4-10-0
21-2-0
4-10-0
0-4-13-10-94-6-13-10-95.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.76
0.72
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.20
-0.42
0.03
(loc)
8-9
8-9
8
l/defl
>999
>606
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 110 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)8=0-4-0, 2=0-8-0
Max Horz 2=254(LC 10)
Max Uplift 8=-459(LC 10), 2=-511(LC 10)
Max Grav 8=776(LC 1), 2=833(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1560/1218, 3-4=-1487/1252, 4-5=-1286/1072, 5-6=-1160/958
BOT CHORD 2-11=-1310/1414, 9-11=-869/990, 8-9=-725/792
WEBS 3-11=-285/388, 4-11=-454/513, 4-9=-306/560, 5-9=-610/554, 6-9=-293/466,
6-8=-947/910
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2R) 7-0-0
to 10-0-0, Exterior(2E) 10-0-0 to 11-6-0, Interior(1) 11-6-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=459, 2=511.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T35
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496287
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:00 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-wc8YzGCydwC?IHpWlnSo7xc04zZ6Oj8BcqIMIfzwh3r
Scale = 1:37.6
1
2
3
4 5 6
9 8
7
13
14
15 16 17 18
4x6
ST1.5x8 STP
2x4
4x4 3x4 3x8
2x4
3x4
6x8
10-6-0
10-6-0
21-2-0
10-8-0
-1-0-0
1-0-0
5-6-14
5-6-14
10-6-0
4-11-2
15-10-0
5-4-0
21-2-0
5-4-0
0-4-14-8-95.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.79
0.79
0.78
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.24
-0.48
0.03
(loc)
7-9
7-9
7
l/defl
>999
>528
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 106 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
2-8: 2x4 SP No.1
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)2=0-8-0, 7=0-4-0
Max Horz 2=304(LC 10)
Max Uplift 2=-501(LC 10), 7=-469(LC 10)
Max Grav 2=833(LC 1), 7=776(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1509/1108, 3-4=-1121/781, 4-5=-985/796
BOT CHORD 2-9=-1253/1375, 7-9=-617/694
WEBS 3-9=-457/496, 4-9=0/269, 5-9=-235/419, 5-7=-867/808
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-3-1, Exterior(2R) 6-3-1
to 14-8-15, Interior(1) 14-8-15 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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 100 lb uplift at joint(s) except (jt=lb)
2=501, 7=469.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T36
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496288
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-OoixAcDaODKswROiJVz1g88B3NxE7DiKqU2wq5zwh3q
Scale = 1:37.9
1
2
3
4 5
9 8 7 6
13
14
15 16 17 18
19
3x4
ST1.5x8 STP
3x4 3x4
3x4
2x4 3x4
7x8
6x8
6-6-14
6-6-14
12-6-0
5-11-2
21-2-0
8-8-0
-1-0-0
1-0-0
6-6-14
6-6-14
12-6-0
5-11-2
21-2-0
8-8-0
0-4-15-6-95.00 12
Plate Offsets (X,Y)-- [4:0-4-0,0-2-2], [5:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.77
0.66
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.16
-0.30
0.04
(loc)
6-7
6-7
6
l/defl
>999
>837
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 108 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-6
REACTIONS. (size)2=0-8-0, 6=0-4-0
Max Horz 2=355(LC 10)
Max Uplift 2=-490(LC 10), 6=-480(LC 10)
Max Grav 2=981(LC 15), 6=908(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1775/964, 3-4=-1086/650, 5-6=-226/287
BOT CHORD 2-9=-1157/1656, 7-9=-1157/1656, 6-7=-698/985
WEBS 3-7=-756/509, 4-7=-118/619, 4-6=-1096/777
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-3-1, Exterior(2R) 8-3-1
to 16-8-15, Interior(1) 16-8-15 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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 = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=490, 6=480.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T37
Truss Type
Half Hip
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496289
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:02 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-s_GJOyEC8XSjYbzusCUGCMhQXnHWsjeU38nTMXzwh3p
Scale = 1:40.8
1
2
3
4
5 6
10 9 8 7
14
15
16
3x4
ST1.5x8 STP
3x4
6x8 3x4 3x4
3x4
2x4 3x4
4x8
7-6-14
7-6-14
14-6-0
6-11-2
21-2-0
6-8-0
-1-0-0
1-0-0
7-6-14
7-6-14
14-6-0
6-11-2
21-2-0
6-8-0
0-4-16-4-95.00 12
Plate Offsets (X,Y)-- [5:0-5-4,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.53
0.66
0.40
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.15
-0.23
0.04
(loc)
10-13
10-13
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 112 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-8, 5-7
REACTIONS. (size)7=0-4-0, 2=0-8-0
Max Horz 2=405(LC 10)
Max Uplift 7=-494(LC 10), 2=-476(LC 10)
Max Grav 7=927(LC 15), 2=982(LC 15)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1716/850, 3-5=-853/471
BOT CHORD 2-10=-1093/1606, 8-10=-1093/1606, 7-8=-537/756
WEBS 3-10=0/306, 3-8=-949/614, 5-8=-169/662, 5-7=-1003/710
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-3-1, Exterior(2R)
10-3-1 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load 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 = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
7=494, 2=476.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T38
Truss Type
Common Supported Gable
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496290
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-KBqhbIFqvraa9kY5Qv?VlZDdtBZDbE3dIoX1uzzwh3o
Scale = 1:18.8
1
2
3
4
5
6
7
11 10 9
12 8
4x4
4x4 4x4
2x4
2x4
3x6 3x6
2x4
1-0-0
1-0-0
2-1-0
1-1-0
6-1-0
4-0-0
7-2-0
1-1-0
8-2-0
1-0-0
-1-0-0
1-0-0
2-1-0
2-1-0
4-1-0
2-0-0
6-1-0
2-0-0
8-2-0
2-1-0
9-2-0
1-0-0
0-4-12-0-70-4-15.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-S
0.43
0.95
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.06
0.05
-0.00
(loc)
10
10
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 33 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (size)12=0-4-0, 8=0-4-0
Max Horz 12=-76(LC 8)
Max Uplift 12=-439(LC 10), 8=-378(LC 10)
Max Grav 12=356(LC 1), 8=356(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-115/384, 3-4=-155/559, 4-5=-155/559, 5-6=-115/384
WEBS 4-10=-360/79, 5-9=-137/434, 3-11=-137/434
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-1-0, Corner(3R)
2-1-0 to 6-1-0, Corner(3E) 6-1-0 to 9-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and
forces & MWFRS 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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
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) except (jt=lb)
12=439, 8=378.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T39
Truss Type
Common
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496291
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-pNO3peFSg8iRnu7H_dWkInmlqa_oKj_nWSGaRQzwh3n
Scale = 1:18.8
1
2
3
4
5
7
15 16
8
17 18
6
4x4 4x4 2x4
4x4
1-0-0
1-0-0
4-1-0
3-1-0
7-2-0
3-1-0
8-2-0
1-0-0
-1-0-0
1-0-0
4-1-0
4-1-0
8-2-0
4-1-0
9-2-0
1-0-0
0-4-12-0-70-4-15.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.61
0.61
0.02
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.04
0.04
-0.00
(loc)
7
7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)8=0-4-0, 6=0-4-0
Max Horz 8=76(LC 9)
Max Uplift 8=-439(LC 10), 6=-378(LC 10)
Max Grav 8=356(LC 1), 6=356(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-138/539, 3-4=-138/539
BOT CHORD 2-8=-263/92, 7-8=-263/92, 6-7=-263/92, 4-6=-263/92
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-0, Exterior(2E)
6-2-0 to 9-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) except (jt=lb)
8=439, 6=378.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T40
Truss Type
Common
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496292
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-lmWqDJHjClz90CHg52ZCNCr5KOfGodT3_mlhVIzwh3l
Scale = 1:18.8
1
2
3
4
5
7
15 16
8
17 18
6
4x4 4x4
4x4
2x4
1-0-0
1-0-0
1-2-0
0-2-0
4-1-0
2-11-0
7-0-0
2-11-0
7-2-0
0-2-0
8-2-0
1-0-0
-1-0-0
1-0-0
4-1-0
4-1-0
8-2-0
4-1-0
9-2-0
1-0-0
0-4-12-0-70-4-15.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.61
0.61
0.02
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.04
0.04
-0.00
(loc)
7
7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)8=0-4-0, 6=0-4-0
Max Horz 8=76(LC 9)
Max Uplift 8=-439(LC 10), 6=-378(LC 10)
Max Grav 8=356(LC 1), 6=356(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-138/539, 3-4=-138/539
BOT CHORD 2-8=-263/92, 7-8=-263/92, 6-7=-263/92, 4-6=-263/92
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-0, Exterior(2E)
6-2-0 to 9-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) except (jt=lb)
8=439, 6=378.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T41
Truss Type
Common
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496293
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:07 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-Dy4CRfILz350eMssfl4RvPOLAoysX?xDDQVE2lzwh3k
Scale = 1:18.8
1
2
3
4
5
7
16 17
9 18 8 6 19
3x8 3x8 3x6
4x4
1-6-12
1-6-12
1-7-8
0-0-12
3-7-8
2-0-0
4-1-0
0-5-8
5-7-8
1-6-8
5-8-4
0-0-12
8-2-0
2-5-12
-1-0-0
1-0-0
4-1-0
4-1-0
8-2-0
4-1-0
9-2-0
1-0-0
0-4-12-0-70-4-15.00 12
Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-8-0,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.28
0.78
0.33
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
0.01
0.01
(loc)
8-9
8-9
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)9=0-1-8, 8=0-1-8, 6=0-1-8
Max Horz 9=76(LC 9)
Max Uplift 9=-205(LC 10), 8=-329(LC 10), 6=-255(LC 7)
Max Grav 9=254(LC 19), 8=334(LC 1), 6=279(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-953/359, 3-4=-947/357
BOT CHORD 2-9=-311/1080, 8-9=-311/1080, 7-8=-311/1080, 6-7=-311/1080, 4-6=-311/1080
WEBS 3-7=-406/1103
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-0, Exterior(2E)
6-2-0 to 9-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf 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 at joint(s) 9, 8, 6.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=205, 8=329, 6=255.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
T41A
Truss Type
Common
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496294
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:08 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-h8dae?JzkNDtGWQ2DTbgSdxVrCIGGRHMR3EoaBzwh3j
Scale = 1:16.9
1
2
3
4
6
15
16
8 7 5 17
3x8 3x8 3x6
4x4
1-6-12
1-6-12
1-7-8
0-0-12
3-7-8
2-0-0
4-1-0
0-5-8
5-7-8
1-6-8
5-8-4
0-0-12
8-2-0
2-5-12
4-1-0
4-1-0
8-2-0
4-1-0
9-2-0
1-0-0
0-4-12-0-70-4-15.00 12
Plate Offsets (X,Y)-- [1:0-8-4,0-0-10], [3:0-8-4,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-AS
0.35
0.83
0.32
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.01
-0.01
0.01
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 29 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size)8=0-1-8, 7=0-1-8, 5=0-1-8
Max Horz 8=-74(LC 8)
Max Uplift 8=-120(LC 20), 7=-261(LC 10), 5=-225(LC 7)
Max Grav 8=163(LC 19), 7=350(LC 1), 5=291(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-914/334, 2-3=-896/326
BOT CHORD 1-8=-284/963, 7-8=-284/1036, 6-7=-284/1036, 5-6=-284/1036, 3-5=-284/1036
WEBS 2-6=-393/1084
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 6-2-0, Exterior(2E) 6-2-0
to 9-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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 at joint(s) 8, 7, 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
8=120, 7=261, 5=225.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
V1
Truss Type
Valley
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496295
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:15 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-_UYD6OOM5W5tbbTO7RDJE5jmQ0s5Ph2O2fRfKHzwh3c
Scale = 1:7.2
1
2
3
2x4
3x4
2x4
0-0-10
0-0-10
3-10-14
3-10-4
1-11-7
1-11-7
3-10-14
1-11-7
0-0-40-9-120-0-45.00 12
Plate Offsets (X,Y)-- [2:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.07
0.11
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)1=3-9-11, 3=3-9-11
Max Horz 1=-18(LC 8)
Max Uplift 1=-51(LC 10), 3=-51(LC 10)
Max Grav 1=89(LC 1), 3=89(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
January 11,2022
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.
Tampa, FL 36610
Job
3035562-GROZA-5804RAI
Truss
V2
Truss Type
Valley
Qty
1
Ply
1
GROZA - CRESTVIEW
Job Reference (optional)
T26496296
8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:16 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-Sh6bKkP_rqDkDk2bh8kYnJGsKQBP87qYHJBDsjzwh3b
Scale = 1:14.4
1
2
3
4
2x4
4x4
2x4 2x4
0-0-10
0-0-10
3-11-7
3-10-13
7-10-14
3-11-7
3-11-7
3-11-7
7-10-14
3-11-7
0-0-41-7-120-0-45.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
20.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.25
1.25
YES
FBC2020/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.32
0.17
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 23 lb FT = 20%
GRIP
244/190
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size)1=7-9-11, 3=7-9-11, 4=7-9-11
Max Horz 1=48(LC 9)
Max Uplift 1=-84(LC 10), 3=-84(LC 10), 4=-102(LC 10)
Max Grav 1=116(LC 1), 3=116(LC 1), 4=242(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-175/318
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb)
4=102.
January 11,2022
PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W
4
-
6
W3-6W3
-
7
W2-7W1-7C1-8
C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD
TOP CHORD
87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths