826 Ocean RES23-0133 Truss Detail BFS REVISION 11-21-23_1MiTek'
RE: Details -
Site Information:
Customer Info:
Lot/Block:
Address:
City:
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
Project Name:
Subdivision:
State:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: Varies
Roof Load: Varies Floor Load: Varies
This package includes 19 individual, MiTek General Details and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name
1 T23949105 MII-T-BRACE 2
2 T23949106 MII-WEBBRACE-2
3 T23949107 MII-SCAB-BRACE
4 T23949108 MII=REP05
5 T23949109 MII-GE-130-D-SP
6 T23949110 MII-GE-130-SP
7 T23949111 LETTER
8 T23949112 Mll-GE170-D-SP
9 T23949113 Mil -GE -180 -D -SP
10 T23949114 MII-PIGGY-7-16
11 T23949115 Mil -PIGGY -ALT -7-16
12 T23949116 MII-REP01A1
13 T23949117 MII-TOENAIL SP
14 T23949118 MII-VALLEY RIGH WIND1
15 T23949119 MII-VALLEY HIGH WIND2
16 T23949120 MII-VALLEY-SP
17 T23949121 MII-VALLEY
18 T23949122 MII-REP13B
19 T23949123 MII-STRGBCK
Date
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
5/17/21
SHOP DRAWING / SUBMITTAL REVIEW
SABO STRUCTURAL ENGINEERING LLC
09/15/2023
APPROVED
CHRISTOPHER SABOURIN
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY
AND GENERAL CONFORMANCE TO CONTRACT
DOCUMENTS ONLY THE CONTRACTOR IS RESPONSIBLE
FOR CONFIRMING AND CORRELATING DIMENSIONS AT
JOBSITE FOR TOLERANCE. CLEARANCE, QUANTITIES,
FABRICATION PROCESSES AND TECHNIQUES OF
CONSTRUCTION COORDINATION OF THEIR WORK WITH
OTHER TRADES AND FULL COMPLIANCE WITH CONTRACT
DOCUMENTS
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-Jacksonville.
Truss Design Engineer's Name: Magid, Michael
My license renewal date for the state of Florida is February 28, 2023.
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.
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Mlehael S. Mepld PE N0.53591
MITA USA, Im FL Gert 694
6904 Parka East.Blud., Tampa FL 33510
oats:
May 17,2021
Magid, Michael 1 of 1
AUGUST 1, 2016
T -BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY
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MII-T-BRACE 2
MiTek USA, Inc. Page 1 of 1
T23949105
Note: T -Bracing / I -Bracing to be used when continuous lateral bracing
is impractical. T -Brace / I -Brace must cover 90% of web length.
Note: This detail NOT to be used to convert T -Brace / I -Brace
webs to continuous lateral braced webs.
Nailing Pattern
T -Brace size Nail Size Nail Spacing
2x4 or 2x6 or 2x8 10d (0.131" X 3") G" 0 C.
WE
Nails
Note: Nail along entire length of T -Brace / I -Brace
(On Two -Ply's Nail to Both Plies)
Nails
Nails .
Web
Nails
I -Brace
Brace Size
for One -Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 2x4 T -Brace :2x4 I -Brace
2x6 2x6 T -Brace 2x6 I -Brace
2x8 2x8 T -Brace 2x8 I -Brace
Brace Size
for Two -Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 2x4 T -Brace 2x4 I -Brace
2x6 2x6 T -Brace 2x6 I -Brace
2x8 2x8 T -Brace 2x8 I -Brace
T -Brace / I -Brace must be same species
and grade (or better) as web member.
S.'���
No '53681
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MlChael 5: MAU10 PE N6.53661
MIM USA, Inc. FL Cert 8694
6904 Parks East Blvd. Tampa TL39610i
Uat6:
May 17,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE
NSAn Valid for use only with MITekft onA nectpls. This design is based only upon pmmfflolers shown, and fsior an Ind Wldual Wpoing oompanala, not
a In` cysts M. Before use, the building designer rimpl. verify the applicability of design paramaiars unit pmparly Iricorporale Ihla de9gn intp the overall
buldleg deSlgn. Bracing indicated is to prOW"I buCkgng of Individual truss web smVor chord members only- Addlll0nsl temporary and pnrmarlant bracing MiTek' is always required for stability and to prevent collapse with possible personal injury end property damaga. For general guidnrrce regarding Ino M ! IC
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPIi quality Crilerla, DSB-99 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Inslilule, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
APRIL 9, 2020
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WEB BRACING RECOMMENDATIONS M11-WEBBRACE-2
-1-0111A C14 nc
MAXIMUM TRUSS WEB FORCE (lbs.) 7
BRACE 24"O.C. TRUSS SPACING 48"O.C.TRUSS SPACING 72" O.C. TRUSS SPACING
BAY SIZER BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE
BRACING MATERIALS
d4•.
e
G
AF3143
C
C
g
G
10'.10"
1886
1886
2829
—1572
1572
2358
3143
4715
4715
7074
14'4'
1347
1347
2021
W-0"
1179
1179
1768
2358
2356
3536
—
----
T8>tl"
1048
1048
1572
------
______
--_
3143
4715
2010"
943
943
1414
1886
1886
2829
--
TYPE
BRACING MATERIALS
A
2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP)
B
2 X 4 93, STD, CONST (SPF, DF, HF, OR SP)
C
2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP)
FOR STABILIZERS:
FOR A SPACING OF 24" O C ONLY, MITEK "STABILIZER" TRUSS BRACING SYSTEMS CAN BE
SUBSTITUTED FOR TYPE A, B AND C BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS
ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE WHERE DIAPHRAGM BRACING IS REQUIRED
AT PITCH BREAKS, STABILIZERS MAYBE REPLACED WITH WOOD BLOCKING SEE "STABILIZER"
TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION
GENERAL NOTES
1. DIAGONAL BRACING AND BLOCKING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL
BRACE FORCE INTOTHE ROOF ANDIOR CEILING DIAPHRAGM, THE DIAPHRAGM IS AND ANY
BLOCKING TO BE DESIGNED 8Y ,AQUALIFIED PROFESSIONAL,
2 TABULATED VALUES ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE
WITH A DOL = 1.15.
3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL
BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB
MEMBERS AT APPROX 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH
INTERMEDIATE TRUSS WITH 2 - (D 131"x 3') FOR 2x3 and 2x4 BRACES, AND a- (0.131'x3') FOR
2x6 BRACES.
4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2 - (0.131"07) NAILS FOR 2x3 AND 2x4
LATERAL HRAC ES AND 3- (0.131" 4") FOR 2x6 LATERAL BRACES.
5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS
SPACE FOR CONTINUITY.
6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING. CONSULT
DS R-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCS I 1
GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRlAONG OF METAL
PLATE CONNECTED VvOOD'TRUSSES, PRODUCED BY STRUCTURAL BUILOINGCOMPONENT
ASSOCIATION, www.sbdrbduMry.com
7. REFER TO SPECIFIC MTekFrRENCO TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE.
8. BAY SIZE SHALL BE MEASURED IN BETWEEN THE CENTERS OF PAIRS:OF [DIAGONALS.
MEMBERS
CONTINUOUS LATERAL
RESTRAINT
FASTENERS
PER NOTE 4
This information is provided to assist in the requirement for Mlchaal S.'Magid PE No, 53691
permanent bracing of the individual truss web members. MM USA, Inc. FL Cort 6684
Additional bracing may still be required for the stability 6904 Parke East Blvd, Tampa FL 336113.
of the overall roof system. The method shown here is just one DO&
method that can be used to provide stability against web buckling. May 17,202 1
Engineering Seal, if any, is supporting the web force chart only.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE..
Design valid for use only with MiTek® conneclors. This design is based only upon parameters shown, and is for an individual building component, not
a Imss 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 mamgem only. Additional temporary and permanent bracing Mi%k
Is always required for stability and to prevent collapse with possible personal Injury and property darrI Forgeneral guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
AUGUST 1, 2016
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MiTek USA, Inc.
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A MITek Affiliate
SCAB -BRACE DETAIL
Note: Scab -Bracing to be used when continuous
lateral bracing at midpoint (or T -Brace) is
impractical.
Scab must cover full length of web +/- 6".
*** THIS DETAIL IS NOT APLICABLE WHEN BRACING IS ***
REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED.
APPLY 2x_ SCAB TO ONE FACE OF WEB WITH
2 ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.0
SCAB MUST BE THE SAME GRADE, SIZE AND
SPECIES (OR BETTER) AS THE WEB.
MAXIMUM WEB AXIAL FORCE = 2500 lbs
MAXIMUM WEB LENGTH = 12'-0"
SCAB BRACE 2x4 MINIMUM WEB SIZE
MINIMUM WEB GRADE OF #3
Nails Section Detail
® E Scab -Brace
Web
Scab -Brace must be same species grade (or better) as web member.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE
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
a system. Before use, the building desipli9r must verify the applicability of tieblpn parameEers Ord prOperly Iiiorale Ihf5 design inla Iha overall
building design, Bracing indicated is to }7f4y"I buckling of individual truss web andlor Chord nlexnbers only Additional temporary and pormanenl bracing
Is always required for stability and to prevent collapse with possible personal Injury.and pfopalfydarnngo For general guidance regarding Inc
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-99 and BCSI Building Component
Safety Information available from Truss Plate Inslitute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601
MII-SCAB-BRACE
MiTek USA, Inc. Page 1 of 1
T23949107
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No 5368'1
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Mlchaal 5: Magid PE Ne,53661
M 7 LISA, Inc. FL Geis 6634
6904 PafRB East Blvd. Tampa 17L33610
We:
May 17,2021
Welt
6904 Parke Easl Blvd
Tampa, FL 36610
AUGUST 1, 2016
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Alfllla[e
500# MAXIMUM WALL
LOAD FROM ABOVE
STANDARD REPAIR TO REMOVE END
VERTICAL (RIBBON NOTCH VERTICAL)
MII-REP05
MiTek USA, Inc. Page 1 of 1
1. THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL T23949108
INTENTION THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION
OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO
VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED
REPAIRS ARE PROPERLY APPLIED, THE TRUSS VWLL 9E CAPABLE OF SOP PCRTING
THE LOADS INDICATED
2, ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE
APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE. EDGE DISTANCE, AND SPACING OF NAILS SHALL BE
SUCH AS TO AVOID SPLITTING OF THE WOOD,
4, LUMBER MUST BE CUT CLEANLY AND ACCURATELY AND THE REMAINING WOOD MUST BE UNDAMAGED
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 4X ORIENTATION ONLY.
6 CONNECTOR PLATES MUST BE FULLY IMBEDDED AND UNDISTURBED,
DO NOT OVERCUT
4000# MAXIMUM WALL
LOAD FROM ABOVE
REFER TO INDIVIDUAL
TRUSS DESIGN FOR
PLATE SIZES AND
LUMBER GRADES
_J
REFER TO INDIVIDUAL
TRUSS DESIGN FOR
PLATE SIZES AND
LUMBER GRADES
ERCUT
i
500# MAXIMUM WALL
LOAD FROM ABOVE
ATTACH 2x4 SQUASH BLOCK (CUT TO FIT TIGHTLY)
TO BOTH SIDES OF THE TRUSS AS SHOWN WITH
10d (0.131" X 3") NAILS SPACED 3" O C
4000# MAXIMUM WALL
LOAD FROM ABOVE
TRUSSES BUILT
WITH 4x2 MEMBERS
TRUSSES BUILT
WITH 4x2 MEMBERS
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No 53681
't; 41,1111.1111111100 N A± 4011
Michael S. Magid PE N0.63681
MiTek LISA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 17,2021
Al, WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE
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 buss system. Before use, the building da6fanaf 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 M iTe k
is always required for stability and to prevent collapse with possible personal Injury and property¢arrtage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Duality Crderla, DSB•89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, Parke
36610
rDO NOT OVERCUT
1 1/2"
ATTACH 2x4 SQUASH BLOCK (CUT TO FIT TIGHTLY)
TO BOTH SIDES OF THE TRUSS AS SHOWN WITH
10d (0.131" X 3") NAILS SPACED 3" O C
4000# MAXIMUM WALL
LOAD FROM ABOVE
TRUSSES BUILT
WITH 4x2 MEMBERS
TRUSSES BUILT
WITH 4x2 MEMBERS
���111I ry►►
)VERCUT E IVS�/��i-
No 53681
't; 41,1111.1111111100 N A± 4011
Michael S. Magid PE N0.63681
MiTek LISA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 17,2021
Al, WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE
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 buss system. Before use, the building da6fanaf 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 M iTe k
is always required for stability and to prevent collapse with possible personal Injury and property¢arrtage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Duality Crderla, DSB•89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, Parke
36610
APRIL 12, 2019
I� 00
u ,f
MiTek USA, Inc.
A MiTek Affiliate
Standard Gable End Detail
Typical _x4 L -Brace Nailed To
2x_ Verticals W/10d Nails spaced 6" o,c,
Vertical Stud
SECTION B -B
DIAGONAL BRACE TRUSS GEOMETRY AND CONDITIONS
4'-0" O.C. MAX SHOWN ARE FOR ILLUSTRATION ONLY.
MI I-GE130-D-SP
T23949109 MiTek USA, Inc. Page 1 of 2
Vertical Stud
(4) - 16d dolls `,-K \ \ \ \ 2.1 G,ONAL
16d Nails
Spaced 6" D.C.
(2) - 10d Nails into 2x6 ! 2a6 Slud or
! 2x4 No 2 of better
I SECTION A -A
Typical Horizontal Brace
Nailed To 2x Verticals
w/(4) -10d Nails
12
Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
TWO TRUSSES AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d NAILS AT EACH END,
SEE INDIVIDUAL MITEK ENGINEERING ATTACH DIAGONAL BRACE TO BLOCKING WITH
DRAWINGS FOR DESIGN CRITERIA (5) - 10d NAILS.
** (4) - 8d (0.131" X 2.5") NAILS MINIMUM, PLYWOOD
B B
3x4 = SHEATHING TO 2x4 STD SPF BLOCK
* Diagonal Bracing ** - L -Bracing Refer
Refer to Section A -A to Section B -B
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'-0" O.C.
6, CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A
2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD_
ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4.
(REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240.
6. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES,
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE
06-01-13 BY SPIB/ALSC,
11. NAILS DESIGNATED 10d ARE (0.131" X 3") AND
NAILS DESIGNATED 16d ARE (0.131" X 3.5")
Roof Sheathing
24" Max
Max,
Diag. Brace
at 1/3 point:
if needed
Minimum
Stud Size
Species
and Grade
Stud
Spacing
Without
Brace
1x4
L -Brace
2x4
L -Brace
DIAGONAL
BRACE
2 DIAGONAL
BRACES AT
1/3 POINTS
Maximum Stud Length
2x4 SP No. 3 / Stud
12" O.C.
3-9-13
4-1-1
5-9-6
7-1-3
11-5-7
2x4 SP No. 3 / Stud
16" O.C.
3-5-4
3-6-8
5-0-2
6-10-8
10-3-13
2x4 SP No. 3/ Stud
24" O.C.
2-9-11
2-10-11
4-1-1
5-7-6
8-5-1
Diagonal braces over 6'-3" require a 2x4 T -Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 I -braces
attached to both edges. Fasten T and I braces to narrow edge
of diagonal brace with 10d nails 8" D.C., with 3" minimum
end distance. Brace must cover 90% of diagonal length.
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE D
ASCE 7-98, ASCE 7-02, ASCE 7-05 130 MPH
End Wall
(2) - 10ry
NAIL
(2) - 1Dd NAILS
Virus S @ 24" o.c"
2x6 DIAGONAL BRACE SPACED 48" O.C.
ATTACHED TO VERTICAL WITH (4) -16d
NAILS AND ATTACHED
TO BLOCKING WITH (5) - 10d NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
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No 53681
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of"Z5 ,of O III tilt 'E�1.*ti.
Michael S. Magid PE No,536$1
MFrek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33810
Date:
May 17,2021
ALARNNC Vdrlfv deMgn pmnmalem an -N 7HI F. . V,Tt7Clilr?Er5RA TE•: V-tt EMIT7d 73lev VfI1Ti0 U40RE USE
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 Y
building tlesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
Mi
IQ
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 or trusses and truss systems, see ANShTPlf quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
APRIL 12, 2019
�E
=11
MiTek USA, Inc.
59� MIMM .
A RITrR Affiliate
Standard Gable End Detail
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses;@ 24" o. c.
HORIZONTAL BRACE
(SEE SECTION A -A)
Roof Sheathing f
MII-SHEET 2
MiTek USA, Inc. Page 2 of 2
2x6 DIAGONAL BRACE SPACED 48" O.C.
ATTACHED TO VERTICAL WITH (4) -16d
(0.131" X 3.5") NAILS AND ATTACHED
TO BLOCKING WITH (5) - 10d (0.131" X 3") NAILS,
1'-3"
Max.
-
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR
THE PROJECT ENGINEERIARCHTECT TO DESIGN THE
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE
NAIL DIAGONAL BRACE TO
PIJRLIN WITH TWO 16d (3.5"x0.131") NAILS
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE ENDS
IX
2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH
TWO 16d (0.131" X 3.5") NAILS EACH. FASTEN PURLIN
TO BLOCKING W/ TWO 16d (0,131" X 3.5") NAILS (MIN)
Diag. Brace .._
at 1/3 points
if needed
�r,:SUPPORTING
PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
THE BRACE AND THE TWO TRUSSES
ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d (0.131" X 3") NAILS
EACH END. ATTACH DIAGONAL BRACE TO
End Wall
BLOCKING WITH (5) - 10d (0.131" X 3") NAILS.
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD I: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98. 62, 05).150 MPH (ASCE 7-10,16) OR LESS, NAIL ALL
MEMBERS WITH ONE ROW OF 10d (0.131"X 3") NAILS SPACED 6" O.C.
FOR WIND SPEEDS 120.150 MPH (ASCE 7-98, 02, 05), 150-190 MPH (ASCE 7-10,16) NAIL ALL
MEMBERS WITH TWO ROWS OF 10d (0.131" X 3")'MAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
VALID AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
STRUCTURAL
GABLE TRUSS
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS, TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE,
STANDARD I
GABLE TRUSS
STRUCTURAL
GABLE TRUSS
r
a
INLAYED STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE
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 ofdesign parameters and properly incorporate [his design into the overall
building design. Bracing Indicated is to prevent duckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing ITe
is always required fors[ability 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 buss systems, see ANSI1FP11 quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
APRIL 12, 2019
1 IC R
S�l mil )
a 00
MiTek USA, Inc,
E �Ij�
A MITek Affiliate
Standard Gable End Detail
Typical _x4 L -Brace Nailed To
2X Verticals W1106 Nails spaced 6" o.c.
Vertical Stud
SECTION B -B
DIAGONAL BRACE
4'-0" O.C, MAX TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY,
Mll-GE130-SP
T23949110 MiTek USA, Inc. Page 1 of 2
Vertical Stud
(4) - 16d Nails 1,-K \ \ \ \ DIAGONAL
16d Nails
Spaced 6" o.c.
(2) - 1 Od Nails into 2x6 —.2x6 Stud or
2x4 No 2 of better
Typical Horizontal Brace
Nailed To 2x Verticals
2x�.lud
SECTION A -A w/(4) -10d Nails
12
Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
TWO TRUSSES AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d NAILS AT EACH END
SEE INDIVIDUAL MITEK ENGINEERING ATTACH DIAGONAL BRACE TO BLOCKING WSTH
DRAWINGS FOR DESIGN CRITERIA (5) - 10d NAILS.
**
(4)-8d (0.131"X2.5") NAILS MINIMUM, PLYWOOD
0 3x4 = SHEATHING TO 2x4 STO SPF BLOCK
* • Diagonal Bracing ** - L -Bracing Refer
Refer to Section A -A to Section B -B
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'-0" O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A
2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.
ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4.
(REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS 1_/240.
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE
06-01-13 BY SPIB/ALSC,
11. NAILS DESIGNATED 1 O ARE (0.131" X 3") AND
NAILS DESIGNATED 16d ARE (0.131" X 3.5")
Roof Sheathing
24" Max
T-3" M-1.0
Max. NAIL .V
Diag. Brace
at 1/3 point;
if needed
Diagonal braces over 6'-3" require a 2x4 T -Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 I -braces
attached to both edges. Fasten T and I braces to narrow edge
of diagonal brace with 1 Od nails 8" o.c., with 3" minimum
end distance. Brace must cover 90% of diagonal length,
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
ASCE 7-98, ASCE 7-02, ASCE 7-05 130 MPH
End Wall
rtl7plFpaTahSe[nr�nrrtEE._.�n!fD71Vi'L1_iCrEl7F51TC1c:FEriFT.CFPF4GE iY11-7471�mrsrt9r207[j"ISr.1=DRQ USE
10d NAILS
r 1� truss s @ 24" o.c.
�� II
2'xDIAGONAL BRACE SPACED 48" O.0
ATTACHED TO VERTICAL WITH (4) -16d
NAILS AND ATTACHED
/ TO BLOCKING WITH (5) - 10d NAILS.
— HORIZONTAL BRACE
r— (SEE SECTION A -A)
Design valid for use only wdh WTelelo nope tom. Th Is. daslgn 4 based Only ulwn pordmete rs shown, and Is Tor -on indMdIipl huilding munponan4 hal
a 1w5a syslem_ ao fore usa, the hulidina daslpnar must verify lit¢ appYCR6l7y of des7pn pare
Ohm meters and Prapody InwFpmata lhk d9slgn Imo like overall
bulIckng design Braoing indlooled Is to prove ni t)apMing pl Individual Uuss wet) andlor omombera Only. Additional ledlporary and parmannl hrawV
k always regWrfltl For SiabOky and to pravenl codapaa wtth p06531[310 PS Mortal Injury and Properly damegn, For gt matlil gukidnda re0anllrtg the
fatxicalion, slorage, dehvmy, arnctlen and breoing OF huasas and hues systafw see ANS IMI Qtla17Fy Cr!lede, Mfir-e9 and acsf aulfding Compomenr
Saferylnformetfnn avhllable from Truss Flats Insl6ute, 2670 Cretn Highway. 6bhn 203 Waldorf, MD 20601
►►►►s utrrr►►►►
,.�' p�L s. M'•��
. r. N
No 53681
�3OK
r
F
Mkhael S. Magid PE No.53B81
MITek USA, Inc, FL Cert 6634
6904 Parka East Blvd. Tampa FL 33610
Orate:
May 17,2021
NA,
MiTek'
6904 Parke East Blvd
Tampa, FL 35610
2 DIAGONAL
Minimum Stud
Without
1x4
2x4
DIAGONAL
BRACES AT
Stud Size Spacing
Brace
L -Brace
L -Brace
BRACE
1/3 POINTS
Species
and Grade
Maximum Stud Length
2x4 SP No. 3 / Stud 12" O,C.
4-0-7
4-5-6
6-3-8
8-0-15
12-1-6
2x4 SP No- 3 / Stud 16" O.C. 1
3-8-0
3-10-4
5-5-6
7-4-1
11-0-1
2x4 SP No. 3/ Stud j 24" O.C- 1
3-0-10
3-1-12
4-5-6
6-1-5
9-1-15
Diagonal braces over 6'-3" require a 2x4 T -Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 I -braces
attached to both edges. Fasten T and I braces to narrow edge
of diagonal brace with 1 Od nails 8" o.c., with 3" minimum
end distance. Brace must cover 90% of diagonal length,
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
ASCE 7-98, ASCE 7-02, ASCE 7-05 130 MPH
End Wall
rtl7plFpaTahSe[nr�nrrtEE._.�n!fD71Vi'L1_iCrEl7F51TC1c:FEriFT.CFPF4GE iY11-7471�mrsrt9r207[j"ISr.1=DRQ USE
10d NAILS
r 1� truss s @ 24" o.c.
�� II
2'xDIAGONAL BRACE SPACED 48" O.0
ATTACHED TO VERTICAL WITH (4) -16d
NAILS AND ATTACHED
/ TO BLOCKING WITH (5) - 10d NAILS.
— HORIZONTAL BRACE
r— (SEE SECTION A -A)
Design valid for use only wdh WTelelo nope tom. Th Is. daslgn 4 based Only ulwn pordmete rs shown, and Is Tor -on indMdIipl huilding munponan4 hal
a 1w5a syslem_ ao fore usa, the hulidina daslpnar must verify lit¢ appYCR6l7y of des7pn pare
Ohm meters and Prapody InwFpmata lhk d9slgn Imo like overall
bulIckng design Braoing indlooled Is to prove ni t)apMing pl Individual Uuss wet) andlor omombera Only. Additional ledlporary and parmannl hrawV
k always regWrfltl For SiabOky and to pravenl codapaa wtth p06531[310 PS Mortal Injury and Properly damegn, For gt matlil gukidnda re0anllrtg the
fatxicalion, slorage, dehvmy, arnctlen and breoing OF huasas and hues systafw see ANS IMI Qtla17Fy Cr!lede, Mfir-e9 and acsf aulfding Compomenr
Saferylnformetfnn avhllable from Truss Flats Insl6ute, 2670 Cretn Highway. 6bhn 203 Waldorf, MD 20601
►►►►s utrrr►►►►
,.�' p�L s. M'•��
. r. N
No 53681
�3OK
r
F
Mkhael S. Magid PE No.53B81
MITek USA, Inc, FL Cert 6634
6904 Parka East Blvd. Tampa FL 33610
Orate:
May 17,2021
NA,
MiTek'
6904 Parke East Blvd
Tampa, FL 35610
APRIL 12, 2019
� 00
a 00
MiTek USA, Inc.
!O INBE By
1L � o
A Mrrex nfelt�
Standard Gable End Detail
MII-SHEET 2
MiTek USA, Inc. Page 2 of 2
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses @ 24" o.c.
HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C,
(SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d
Roof Sheathing (0.131"X 3.5") NAILS AND ATTACHED
g TO BLOCKING WITH (5) - 10d (0.131" X 3") NAILS-
I.
1'-3"
Max.
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR \
THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE PURLIN WITH TWO 16d (3.5"x0.131") NAILS
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE ENDS
2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH
TWO 16d (0.131" X 3.5") NAILS EACH. FASTEN PURLIN
TO BLOCKING W/ TWO 16d (0.131" X 3.5") NAILS (MIN)
Diag. Brace PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
at 1/3 points UPPORTING THE BRACE AND THE TWO TRUSSES
if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d (0.131" X 3") NAILS
EACH END. ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d (0.131"X 3") NAILS,
End Wall -.
— CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL
METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL ----
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98,02,05),150 MPH (ASCE 7-10.16) OR LESS, NAIL ALL
MEMBERS WITH ONE ROW OF 10d (0.131"X 3") NAILS SPACED 6" O.C.
FOR WIND SPEEDS 120-150 MPH (ASCE 7-98.02,05),150-190 MPH (ASCE 7-10,16) NAIL ALL
MEMBERS WITH TWO ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
STRUCTURAL I ' AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
GABLE TRUSS ] BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
f CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD
GABLE TRUSS
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev 5/19/2020 BEFORE USE.
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 deslgnar must verify the applicability ofdeslgn parameters and properly incorporate Ihls design into the overall �.
building deslgn. Bracing indicated is to pravent 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 ANSI1TPI1 Quality Criteria, DSB•99 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Hlghway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
lam»
�aaa
�oo
E 00
a
MiTek USA, Inc.
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, Fl- 33610-4115
T23949111
May 17, 2021
TO WHOM IT MAY CONCERN -
RE: MiTek 20/20 drawings showing continuous lateral bracing
or "T" bracing on interior webs and chords.
Truss design drawings designed using MiTek 20/20 software show the bracing to be located on a side
of the member needing to be braced. The actual side of the member where the brace is to be located
does not change the design. If the brace cannot physically be placed on the side of the member as
the drawings show, then place the brace on the member at the same location except attach it to the
opposite edge.
If we can be of any further assistance in this matter, please feel free to contact our office.
Sincerely,
Michael Magid, PE
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/19/2020 BEFORE USE,
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 ANSI117Pl1 Quality Criteria, DSB•99 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
��,<tirrrrrr�yr
No 53681
it
.
0, •Ur
Michael G. f A91d PE N0.53661
MiTek USA, Inc. FLCelt 6614
6904 Berke East Blvd. Tampa FL 33610
Date:
May 17,2021
HE
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
APRIL 12, 2019
a�aaJa
0 �o
O 00
a
MiTek USA, Inc.
A MIT" Affiliate
Standard Gable End Detail
MII-SHEET 2
MiTek USA, Inc. Page 2 Of 2
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses @ 24" o.c.
HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C.
(SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d
Roof Sheathin (0.131" X 3.5") NAILS AND ATTACHED
g TO BLOCKING WITH (5) - 10d (0,131" X 3") NAILS.
7
11-3"
Max.
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR
THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE
NAIL DIAGONAL BRACE TO
VRLIN WITH TWO 16d (3.5"4,131") NAILS
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE ENDS
2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH
TWO 16d (0.131" X 3,5") NAILS EACH. FASTEN PURLIN
TO BLOCKING W/TWO 16d (0.131" X 3.5") NAILS (MIN)
Diag. Brace ..-
at 1 /3 points
X
PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
,SUPPORTING THE BRACE AND THE TWO TRUSSES
if needed
ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d (0.131" X 3") NAILS
EACH END. ATTACH DIAGONAL BRACE TO
End Wall
BLOCKING WITH (5) - 10d (0.131" X 3") NAILS,
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2: ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98,02,05),150 MPH (ASCE 7-10.16) OR LESS, NAIL ALL
MEMBERS WITH ONE ROW OF 10d (0.131" X 3") NAILS SPACED 6" O.C.
FOR WIND SPEEDS 120-150 MPH (ASCE 7-98,02,05).150-190 MPH (ASCE 7-10,16) NAIL ALL
MEMBERS WITH TWO ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
f VALID AND ARE TO BE FASTENED TO THE SCABS OR
r VERTICAL STUDS OF THE STANDARD GABLE TRUSS
7 ON THE INTERIOR SIDE OF THE STRUCTURE.
STRUCTURAL
GABLE TRUSS
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD
GABLE TRUSS
INLAYED STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE-
Design
SEDesign 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 FAf 1.'
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the k
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIi Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
4PRIL 12, 2019 Standard Gable End Detail
a o0
0 00
MiTek USA, Inc.
[LINE BY
A MITek Afflltma
DIAGONAL BRACE
41'.0" OC . MAX
MI I-GE170-D-SP
T23949112 MiTek USA, Inc Page 1 of 2
Typical 2x4 L -Brace Nailed To
2x4 Verticals W/1Od Nails spaced 6" o.c.
Vertical Stud
SECTION B -B
[TRUSS:GEOMETRY
ND CONDITIONSHOWUSTRATION ONLY.
12
Q Varies to Common Truss
* - Diagonal Bracing ** - L -Bracing Refer
Refer to Section A -A to Section B -B
Vertical Stud
(4) - 16d Nails 2X8 SP OR SPF No 2
DIAGQNAL BRACE
16d Nails
Spaced 6" o.c.
(2) - 10d Nails into 2x6 2X6 SP OR SPF No. 2
�- Typical Horizontal Brace
Nailed To 2x4 Verticals
w/(4) -10d Nails
SECTION A -A 294.5P OR SPF No. 2
PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
SEE INVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING
hD��RA�W�INIGS FOR DESIGN CRITERIA TO TRUSSES WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
** (5) - 10d NAILS.
B 3x4 = (4) - 8d (0.131" X 2.5") NAILS MINIMUM, PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS,
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3
OR BETTER WITH ONE ROW OF 1 O NAILS SPACED 6" O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'-0" O.C_
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A
2x4 AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD.
ATTACH TO VERTICAL GABLE STUDS WITH (4) 10d NAILS THROUGH 2x4.
(REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240.
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE
06-01-13 BY SPIB/ALSC.
11- NAILS DESIGNATED 10d ARE (0.131" X 3") AND
NAILS DESIGNATED 16d ARE (0.131" X 3.5")
Roof Sheathing
24" Max
VI _.
I
1'_0n
Max. (2) f�
NAILS/7' (2) - 10d NAILS
Virus s @ 24" o.c.
Diag. Brace
at 1/3 points
if needed
Minimum
Stud Size
Species
and Grade
Stud
Spacing
Without
Brace
2x4 DIAGONAL
L -Brace BRACE
Maximum Stud Length
2 DIAGONAL
BRACES AT
1/3 POINTS
2x4 SP No- 3l Stud
12" O.C.
3-9-7
5-8-8
6-11-1
11-4-4
2x4 SP No, 3l Stud
16" O,C.
3-4-12
4-11-15
6-9-8
10-2-3
2x4 SP No, 3 /Stud
24" 04 C.
2-9-4
4-0-7
5-6-8
8-3-13
2x4 SP Nm 2
12" O.C.
3-11-13
5-8-8
6-11-1
11-11-7
2x4 Na.2
16" O.C.
3-7-7
4-11-5
6-11-1
10-10-5
2x4 SP No, 2
24" O.C.
3-1-15
4-0-7
6-3-14
9-5-14
Diagonal braces over 6-3" require a 2x4 T -Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 I -braces
attached to both edges. Fasten T and I braces to narrow edge
of diagonal brace with 10d nails 6" o.c., with 3" minimum
end distance. Brace must cover 90% of diagonal length
T or I braces must be 2x4 SPF No. 2 or SP No. 2,
End Wall
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE D
ASCE 7-10, ASCE 7-16 170 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
6 DIAGONAL BRACE SPACED
48" O.C. ATTACHED TO VERTICAL WITH
(4) -16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) -10d NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
4 IS +�IiIJ
. �i
G.,.i� E N. ��p•F.
No '53681 ••:. :-
,
i I.Q
r,
ee;IIf `9y0 N A L
411111111100
Michael 5. Magid PE No.53681
MR 4 USA, Ino. FL Cert 6634
6904 Parke East SNd, Tampa FL 33610:
Dale:
May 17,2021
,,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE,
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 (his 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 MiTek
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?Pll Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
APRIL 12, 2019 Standard Gable End Detail MII-SHEET 2
O '00
O DO
EkLit a
MiTek USA, Inc.
A MITek Affiliate
MiTek USA, Inc. Page 2 of 2
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses@ 24" o.c. ~
HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C.
(SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d
Roof Sheathing(0.131"X 3.5") NAILS AND ATTACHED
TO BLOCKING WITH (5) - 10d (0.131" X 3") NAILS.
1--0"
l
L.Max 1
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR
THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE
NAIL DIAGONAL BRACE TO
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE
PURLIN WITH TWO 16d (3.5x0,131") NAILS
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE ENDS
-
2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH
TWO 16d (0,131" X 3.5) NAILS EACH. FASTEN PURLIN
TO BLOCKING W/TWO 16d (0.131" X 3.5) NAILS (MIN)
Diag. Brace
at 1/3 points
PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
UPPORTiNG THE BRACE AND THE TWO TRUSSES
if needed
ON EITHER SIDE AS NOTED- TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d (0.131" X 3") NAILS
\
EACH END. ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d (0.131" X 3") NAILS.
End Wall -
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
STRUCTURAL
METHOD 1 ; ATTACH A MATCHING GABLE TRUSS TO THE INSIDE
GABLE TRUSS
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE
METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL
SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
VERTICAL
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98,02,05),150 MPH (ASCE 7-10.16) OR LESS, NAIL ALL
MEMBERS WITH ONE ROW OF 10d (0.131" X 3") NAILS SPACED 5" O.C.
FOR WIND SPEEDS 120-150 MPH (ASCE 7-98,02,05).150-190 MPH (ASCE 7-10,16) NAIL ALL
MEMBERS WITH TWO ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
f VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD
VERTICAL THE STANDARD
f S
TRUSS
INTERIOR SIDE OF THE STRUCTURE.
UC URE,
STRUCTURAL .
GABLE TRUSS
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE
STANDARD
GABLE TRUSS
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY.
A WARNING - Venly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE,
Design valid for use and with iTe ® e
g y M k 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
hullding dekn. Brndlfq Indlrativl Is le pravanl buctling of indlvlduel truss web and/or chord membars only. Additional temporary and permanent bracing
is sways requirod for slaltalyyand M prevenl collapsa with possililo parsailal Injury and properly danrago, For general guidance regarding the
fnhrlcalion, storage, adllvpfy, OWN" and brwoing of trusses and buss sySlems, see ANS11TPI1 Quality Criteria, DSB•99 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sulle 203 Waldorf, MD 20601
.Mew
6904 Parke East BIW,
Tampa, FL 36610
APRIL 12, 2019 Standard Gable End Detail
DEQ
a 00
a o0
MiTek USA, Inc.
ENBI 0 BY
A MITek Affiliate
DIAGONAL BRACE
I. 4'-0" O.C. MAX
Typical 2x4 L -Brace Nailed To
2x4 Verticals W/10d Nails spaced 6" o.c.
Vertical Stud
SECTION B -B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
12
Varies to Common Truss
MII-GE180-D-SP
T23949113 MiTek USA, Inc, Page 1 of 2
Vertical Stud
(4) - 16d Nails
(2) - 10d Nails into 2x6
SECTION A -A
2X6 SP OR SPF No. 2
DIAGONAL BRACE
16d Nails
Spaced 6" o.c.
2X6 SP OR SPF No 2
_ Typical Horizontal Brace
Nailed To 2x4 Verticals
w/(4) -10d Nails
OR SPF No, 2
PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING
DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH (2) - 10d NAILS AT EACH END,
ATTACH DIAGONAL BRACE TO BLOCKING WITH
*�k (5) - 10d NAILS,
8 3x4 = (4) - 8d (0.131" X 2.5') NAILS MINIMUM, PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
�k Dlagonal Bracing ** - L -Bracing Refer
Refer to Section A -A to Section B -B
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3
OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'-0" O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A
2x4 AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD
ATTACH TO VERTICAL GABLE STUDS WITH (4) 10d NAILS THROUGH 2x4.
(REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240.
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE
06-01-13 BY SPIB/ALSC.
11. NAILS DESIGNATED 10d ARE (0.131" X 3") AND
NAILS DESIGNATED 16d ARE (0.131" X 3.5.")
Roof Sheathing —
24" Max
i— R
Max. (2) - 1W
MAL
r (2) - 10d NAILS
_= Virus s @ 24" o.c.
Diag. Brace
at 1/3 points
if needed
Minimum
Stud Size
Species
and Grade
Stud
Spacing
Without
Brace
2x4 DIAGONAL
L -Brace BRACE
Maximum Stud Length
2 DIAGONAL
BRACES AT
1/3 POINTS
2x4 SP No. 3 / Stud
12" O C_
3-7-12
5-4-11
6-2-1
10-11-3
2x4 SP No. 3 / Stud
16" O.C.
3-2-8
4-8-1
6-2-1
9-7-7
2x4 SP No, 3 / Stud
24" O,G.
2-7-7
3-9-12
5-2-13
7-10-4
2x4 SP No. 2
12" O.C.
3-10-0
5-4-11
6-2-1
11-6-1
2x4 SP No. 2
16" O_C.
3-5-13
4-8-1
6-2-1
10-5-7
2x4 SP No.2
24" O.C_
3-0-8
3-9-12
6-1-1
9-1-9
Diagonal braces over 6'-3" require a 2x4 T -Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 I -braces
attached to both edges. Fasten T and I braces to narrow edge
of diagonal brace with 10d nails Bin D.C., with 3in minimum
end distance. Brace must cover 90% of diagonal length.
T or I braces must be 2x4 SPF No, 2 or SP No. 2.
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE D
ASCE 7-10, ASCE 7-16 180 MPH
End Wall
2x6 DIAGONAL BRACE SPACED
48" O.C. ATTACHED TO VERTICAL WITH
(4) -16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) -10d NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
.,1y1f11�►11►/►
No 5368.1
=� F
A�' an
Michael S. Magid PE No.53681
MITO USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 17,2021
WARNING � Vail rias n mid R' I� - _ _
fy y pnramnlr-rs r d z 17 NGTL5 ON Tk,, P.\'D IIJCS.E10F0 MtTFIC REFrrtfj,ICE f AGE fAll :6�1 rev S�s4r702n BE°=OftE USE
Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not oil
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 �T�jani,'
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?PI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
APRIL 12, 2019
nI�JI1
MiTek USA, Inc.
-
LQot11NEE R2_f]5.}'A\VIMi7ek Affiliate
Standard Gable End Detail MII-SHEET 2
MiTek USA, Inc, Page 2 of 2
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses @ 24" o.c.
HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C.
(SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d
Roof Sheathing (0.131" X 3.5") NAILS AND ATTACHED
g ' TO BLOCKING WITH (5) - 10d (0.131" X 3") NAILS.
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE, SCABS ARE TO BE OF THE SAME SIZE, GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05).150 MPH (ASCE 7-10,16) OR LESS, NAIL ALL
MEMBERS WITH ONE ROW OF 10d (0.131" X 3") NAILS SPACED 6" O.C.
FOR WIND SPEEDS 120-150 MPH (ASCE 7-98, 02, 05),150-190 MPH (ASCE 7-10,16) NAIL ALL
MEMBERS WITH TWO ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
VALID AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
INLAYED STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY -
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 5/19/2020 BEFORE USE
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 UK•
pulkUng ded�9E
Dh. ing indlceted is to f reveril bkhw
buckling of indfvral tfusseh andlur chord members only. Addltlonal temporary and permanent bracing
m BIwsyb requuod for stabilily and to prur i collapse with posslble personal lnfury and properiydamage- Forgeneral guidance regarding the
rad+ipp0.dn. storage, delivery, erccllan end bracing of trusses and Truss q%emy. see ANSI/lplf Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 2670 Crain:Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Max.
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR
THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE
NAIL DIAGONAL BRACE TO
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE-PURLIN
WITH TWO 16d (3.5"x0.131") NAILS
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE ENDS
2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH
TWO 16d (0.131" X 3.5") NAILS EACH. FASTEN PURLIN
_
TO BLOCKING W/ TWO 16d (0.131" X 3.5") NAILS (MIN)
Diag. Brace .
at 1/3 points
if needed
PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
UPPORTING THE BRACE AND THE TWO TRUSSES
ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d (0.131" X 3") NAILS
EACH END. ATTACH DIAGONAL BRACE TO
End Wall
_
BLOCKING WITH (5) - 10d (0.131"X 3") NAILS.
CEILING SHEATHING
FOR STRUCTURAL GABLE TRUSSES
BRACING REQUIREMENTS
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE, SCABS ARE TO BE OF THE SAME SIZE, GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05).150 MPH (ASCE 7-10,16) OR LESS, NAIL ALL
MEMBERS WITH ONE ROW OF 10d (0.131" X 3") NAILS SPACED 6" O.C.
FOR WIND SPEEDS 120-150 MPH (ASCE 7-98, 02, 05),150-190 MPH (ASCE 7-10,16) NAIL ALL
MEMBERS WITH TWO ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
VALID AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
INLAYED STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY -
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 5/19/2020 BEFORE USE
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 UK•
pulkUng ded�9E
Dh. ing indlceted is to f reveril bkhw
buckling of indfvral tfusseh andlur chord members only. Addltlonal temporary and permanent bracing
m BIwsyb requuod for stabilily and to prur i collapse with posslble personal lnfury and properiydamage- Forgeneral guidance regarding the
rad+ipp0.dn. storage, delivery, erccllan end bracing of trusses and Truss q%emy. see ANSI/lplf Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 2670 Crain:Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
January 8, 2019
� R
O 00
MiTek USA, Inc.
IN REO BY
1� 1. .�
A fbjlek Afflllale
STANDARD PIGGYBACK
TRUSS CONNECTION DETAIL MII-PIGGY-7-16
T23949114 MiTek USA, Inc, Paqe 1 of 1
A - PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING.
SHALL BE CONNECTED TO EACH PURLIN
WITH (2) (0.131" X 3.5") TOE -NAILED
B -BASE TRUSS, REFER TO MrTEK TRUSS DESIGN DRAWING
C -PURLINS AT EACH BASE TRUSS JOINT ANDA MAXIMUM 24" O.C.
UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING
CONNECT TO BASE TRUSS WITH (2) (0.131" X 3.6') NAILS EACH.
D - 2 X X 4'-0" SCAB, SIZE TO MATCH TOP CHORD OF
PIGGYBACK TRUSS, MIN GRADE fit, ATTACHED TO ONE FACE, CENTERED
ON INTERSECTION, WITH (2) ROWS OF (0:131" X 3") NAILS @ 4" O.C.
SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING
IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT IN BOTH
DIRECTIONS AND:
1. WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR
2, WIND SPEED OF 116 MPH TO 180 MPH WITH A MAXIMUM
PIGGYBACK SPAN OF 12 ft.
E - FOR WIND SPEEDS BETWEEN 116 AND 180 MPH, ATTACH
MITEK NP37 20 GA Nail -On PLATES TO EACH FACE OF TRUSSES AT
72" O.C. W/ (4) (0.131"X 1.5") NAILS PER MEMBER. STAGGER NAILS
FROM OPPOSING FACES. ENSURE 0.5" NAIL EDGE DISTANCE.
(MIN. 2 PAIRS OF PLATES REQ. REGARDLESS OF SPAN)
WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS
REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail -On
PLATES AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE
TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE
TRUSS MITEK DESIGN DRAWING.
SCAB C(
NOTE D
MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E
MAX MEAN ROOF HEIGHT = 30 FEET
MAX TRUSS SPACING = 24 " O.C.
CATEGORY II BUILDING
EXPOSURE B or C
ENCLOSED BUILDING
LOADING = 5 PSF TCDL
ASCE 7-10, ASCE 7-16
DURATION OF LOAD INCREASE: 1.60
DETAIL IS NOT APPLICABLE FOR TRUSSES
TRANSFERING DRAG LOADS (SHEAR TRUSSES).
ADDITIONAL CONSIDERATIONS BY BUILDING
ENGINEER/DESIGNER ARE REQUIRED,
FOR ALL WIND SPEEDS, ATTACH MITEK NP37 20 GA Nail -On PLATES TO
EACH FACE OF TRUSSES AT 48" O.C. W/ (4) (0.131" X 1.5") PER MEMBER
STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5" NAIL EDGE DISTANCE
Thissheet is provided as a Piggyback connection
detail only. Building Designer is responsible for all
permanent bracing per standard engineering practices or
refer to BCSI for general guidance on lateral restraint
and diagonal bracing requirements. ..kil+i r� fa,
VERTICAL WEB TO
EXTEND THROUGH
FOR LARGE CONCENTRATED LOADS APPLIED
BOTTOM CHORD
TO CAP TRUSS REQUIRING A VERTICAL WEB:
OF PIGGYBACK
1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS
MUST MATCH IN SIZE, GRADE, AND MUST LINE UP
AS SHOWN IN DETAIL.
2) ATTACH 2 x _ x 4'-0" SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF 10d (0.131" X 3") NAILS
SPACED 4" O.C. FROM EACH FACE. (SIZE AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
(MINIMUM 2X4)
3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM
CONCENTRATED LOAD OF 4000 LBS (@1,15). REVIEW
BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS
-
GREATER THAN 4000 LBS,
4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,
NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS.
f
S CONCENTRATED LOAD MUST BE APPLIED TO BOTH
;`��• PSL 5; ,Arj''h
❑ 53 1
=� STATE OF Ur►
a R l Q P �N,%�►
MlOael S. Magld PE No,53681 May 17,2021
MjT0k,lJSA„Inc,FL pq.6i"
A MRNING Vfsnfy daerpn rNrramoiaf, ww READ NOF 1-2 CSN THIS AN..! It4CLIIDED MITEK hEi:EAENCE. 13AGE WII- ?3+uv !VID”070 BFFCIRE USL ,. 6904 Parke East a vd�'Tam��]IJ
!lata:
Oeslgn vaui for use odfy xHlh fv1lTolc* cpnnorJola. T61s tlasrpn 19 based Doty upon paramatefsshown, and Is for an individual building component. pO1.
a duss syVem. Before use, the bullding daslgrlaY rousl venTy the np$cobJWty of design PsrsTrelera and properly IncoTpnmla this de9lgn Into Iho avotaA
hulking deslgn. Orscing Indlcaled fa is praveni I'M* ling of IadlYldnei truss web and/or chard mam4er5 ugly, Addi9onaf Iompurary and permananl bracing MiTek'
fd atrrayroq
s ulred for 51abilily end IO prevent COAG eye with PZsItfs permmai Injury and properly damage. Fargo noral guide r=regardlnq the
fabdoetion, stanaao, d0very. erection and bracing eI trusses and buss systems, see ANS11TPH Qnafffy Crkorfa. DS840 and SCSI eWk7ng Componanf 8904 Parke Easl Blvd
SaeW Inlermsfran avedadla avm Trims Plate InsUfule, 2e70 Craln Highway, &alto 408 IM1�Idod, RNn 2pg0i Tempe, Parke
36610
STANDARD PIGGYBACK
LLAN 8, 2019 TRUSS CONNECTION DETAIL
I
�Q
a o0
�� 00
MiTek USA, Inc.
3 EPl�! Ff P},6T
l,a
A MITek Affiliate
A - PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING
SHALL BE CONNECTED TO EACH PURLIN
WITH (2) 0(0.131"X 3,5") TOE -NAILED.
B - BASE TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING
C - PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24" O.C.
UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING.
CONNECT TO BASE TRUSS WITH (2) (0.131"X 3.5") NAILS EACH.
D - 2 X X 4'-0" SCAB, SIZE TO MATCH TOP CHORD OF
PIGGYBACK TRUSS, MIN GRADE 92, ATTACHED TO ONE FACE, CENTERED ON
INTERSEC-NON, WITH (2) ROWS OF (0-131" X 3") NAILS @ 4" 0-0.
SCAR MAY BE OMITTED PROVIDED T14E TOP CHORD SHEATHING —
IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT. IN BOTH =
DIRECTIONS AND: —
1. WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR
2. WIND SPEED OF 116 MPH TO 180 MPH WITH A MAXIMUM
PIGGYBACK SPAN OF 12 ft.
E - FOR WIND SPEED IN THE RANGE 116 MPH -180 MPH
ADD 9" x 9" x 1/2" PLYWOOD (or 7/16" OSB) GUSSET
EACH SIDE AT 48" O.C. OR LESS. ATTACH WITH
3 -6d (0.113" X 2") NAILS INTO EACH CHORD FROM
EACH SIDE (TOTAL - 12 NAILS)
WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS
REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH PLYWOOD
GUSSETS AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE
TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE
TRUSS MITEK DESIGN DRAWING.
SCAB C(
NOTE D
7" x 7" x 1/2" PLYWOOD (or 7/16" OSB) GUSSET EACH SIDE AT 24" O.C.
ATTACH WITH 3 - 6d (0.113" X 2") NAILS INTO EACH CHORD
FROM EACH SIDE (TOTAL - 12 NAILS)
A —
MII-PIGGY-ALT
7-16
i MiTek USA, Inc. Page 1 of 1
MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E
MAX MEAN ROOF HEIGHT = 30 FEET
MAX TRUSS SPACING = 24 " O.C.
CATEGORY II BUILDING
EXPOSURE B or C
ENCLOSED BUILDING
LOADING = 5 PSF TCDL MINIMUM
ASCE 7-10, ASCE 7-16
DURATION OF LOAD INCREASE: 1.60
DETAIL IS NOT APPLICABLE FOR TRUSSES
TRANSFERING DRAG LOADS (SHEAR TRUSSES).
ADDITIONAL CONSIDERATIONS BY BUILDING
ENGINEER/DESIGNER ARE REQUIRED,
Thissheet is provided as a Piggyback connection
detail only. Building Designer is responsible for all
permanent bracing per standard engineering practices or
refer to BCSI for general guidance on lateral restraint
and diagonal bracing requirements.
S.
GE
No 53681
p `
STAT d F AL1
iO.{1 • A. 4
►S�a N A L
�,►►rrnrtiti��
VERTICAL WEB TO
EXTEND THROUGH
FOR LARGE CONCENTRATED LOADS APPLIED
BOTTOM CHORD
TO CAP TRUSS REQUIRING A VERTICAL WEB:
OF PIGGYBACK
1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS
MUST MATCH IN SIZE, GRADE, AND MUST LINE UP
AS SHOWN IN DETAIL,
2) ATTACH 2 x _ x 4'-0" SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF 10d (0.131" X 3") NAILS
SPACED 4" O.C. FROM EACH FACE. (SIZE AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
(MINIMUM 2X4)
3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM
CONCENTRATED LOAD OF 4000 LBS (@1.15). REVIEW
BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS
— —
GREATER THAN 4000 LBS.
4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,
NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS,
Mlehnal S..MaQid PF No,0681 May 17,2021
ANlARMIfJC - VanN rlesrpn unrnrneinr. iv, rrl:FrL '2OTE9 ❑': THi3 APlr11%GI iD1..0gllTr-K I-i:I31_NC:E PA C. F h'II 74:'3 rev. 5(19+c0i09ErORL HSE Date;
010Mn valid for use only wlh MITOM nnnwFurs. T1115 dampn K based onty upon parame4eTsshown, and Is for an Indlodiial NildIng cpmpanaril. nol
e Iruss."am. Before use, 1pe.yulldinp duSlpnar rta4 verify the apppCa trilby of tlaxipn pararrlatars and properly Intorporale Ihic da5ipn Into it E overall
bu1101np design. Breclrrp indloalad k to pmvan! buokllnp Of Individual truag web andlor c♦tord members only Addlllanel temporary and "o(lunt t)ractng
Is a6vays raq uimtl FurslabiCny and 10 prevenl coltapsa wllh pes;iblB Penanel Injury and property damage- Fpr priaral puldafrce regarding Ilre
labddallan; sloraga, 41011 very, arecllnn and hraalne ❑f 11`1133015arjd buss sysl6m5. Baa AfYWMI OURMY Criteria, OSS4.9 end BCS! HulMlnp Conrpnnanj
ad
safaty 7nfamnaffmi avaltaa from Truss Rain tommule, Z670 Grain Highway, Suea 213 1Afaldurf, MU 20001
6904 Parke East Blvd,
Tampa, FL 36610
AUGUST 1, 2016
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS
M11-REP01A1
k
AND DAMAGED OR MISSING CHORD SPLICE PLATES
x
3" l�ypl
• 10d NAILS NEAR SIDE
�0 O
R
T23949116 MiTek USA, Inc Page 1 of 1
+ 10d NAILS FAR SIDE
TRUSS CONFIGURATION
AND BREAK LOCATIONS
TOTAL NUMBER OF MAXIMUM FORCE (Ibs) 15% LOAD DURATION
FOR ILLUSTRATIONS ONLY
lu
NAILS EACH SIDE
a oo
OF BREAK'
x SP
DIF
SPF
HF
INCHES
2x4
2x6
2 $
2x4
2x6
2x420
2y4
2x6
MiTek Inc.USA,
e r ,nc
20
30
24"
1706
2559
1561
2342
1320
1980
1352
2028
Lj r
26
39
30"
2194
3291
2007
3011
1697
2546
1738
2608
A MITek Affiliate
32
48
36"
2681
4022
2454
3681
2074
3111
2125
3187
38
57
42"
3169
4754
2900
4350
2451
3677
2511
3767
44
�66
48"
3657
5485
3346
5019
2829
4243 2898
4347
' DIVIDE EQUALLY FRONT AND BACK
ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH
FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d (0.131" X 3") NAILS
(TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN.
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O C.
SPACING IN THE MAIN MEMBER USE A MIN. 0-3-0 MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS:
L=(2)X+C
L
X" MIN
6" MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY
PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE)
DO NOT USE REPAIR FOR JOINT SPLICES �AJJ%%1I I I to I'J"t�
NOTES: `fit p;eL 5., 41 ►,f
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES �ti G` •' • • • • •' �/
NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS ��`,••�� �' N SSC •�Q �+�
SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED
REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 53 6 81
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR k
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DSTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD. : y
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID ► ', STATE OF �1
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES, Q
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. �� (� •�:S 0 R •1 \. ��
Michael S. Magid PE N0.53681 May 17,2021
MiTek USA, Inc. FL Gen.8634 Y
fi904;Parfve East 81v�7argpa.FL,3961a,�
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev 5/1912020 BEFORE USE R$�'
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 (his 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 MiTek'
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?PI7 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd.
Saretylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
k
BREAK
x
3" l�ypl
• 10d NAILS NEAR SIDE
+ 10d NAILS FAR SIDE
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
X" MIN
6" MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY
PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE)
DO NOT USE REPAIR FOR JOINT SPLICES �AJJ%%1I I I to I'J"t�
NOTES: `fit p;eL 5., 41 ►,f
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES �ti G` •' • • • • •' �/
NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS ��`,••�� �' N SSC •�Q �+�
SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED
REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 53 6 81
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR k
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DSTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD. : y
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID ► ', STATE OF �1
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES, Q
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. �� (� •�:S 0 R •1 \. ��
Michael S. Magid PE N0.53681 May 17,2021
MiTek USA, Inc. FL Gen.8634 Y
fi904;Parfve East 81v�7argpa.FL,3961a,�
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev 5/1912020 BEFORE USE R$�'
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 (his 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 MiTek'
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?PI7 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd.
Saretylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
MAY 7, 2019
[_==E]
MiTek USA, Inc. n
f M'', �J[-.ffiliate
1 LATERAL TOE -NAIL DETAIL MII-TOENAIL_SP
® MiTek USA, Inc. Page 1 of 1
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 723949117
AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND
EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD -
3 ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES
FOR MEMBERS OF DIFFERENT SPECIES.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED
EXAMPLE:
(3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD
For load duration increase of 1.15.
3 (nails) X 84.5 (Ib/nail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity
53.681
:1 STATE 0 LU:
O 1
.rffsl- E�.y'1
���1l+r!'�N A!!!!►'J0 May 17,2021
Mlrtlael S. Maple PE No. 53681
MT10 USA, Ing. FL Cerf 6634
SS04 Parke East Blvd, Tampa FL 33510
Date
ANGLE MAY
VARY FROM
30' TO 60'
45.00°
ANGLE MAY
VARY FROM
30° TO 60°
THIS DETAIL APPLICABLE TO THE
THREE END DETAILS SHOWN BELOW
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
SIDE VIEW
(2x4)
3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
(2x3)
2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
(2x6)
4 NAILS
NEARSIDE
L.NEAR
SIDE
SIDE
fSIDE
45.00°
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE
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 dB9iQneF must verify the applicability of design parameters and properly incorporate [his design into the overall
building tlesign. Bracing indicated is to pfei tickling of individual truss web and/orohpM members only. Additional temporary and permanent bracing eL•
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the R
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/lpli Quality Criteria, DSB•99 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
TOE -NAIL SINGLE SHEAR VALUES PER NDS 2018 (Ib/nail)
DIAM.
SP
DF
HF
SPF
SPF -S
.131
88,0
80.6
69.9
68.4
59.7
Z1
O
35
93.5
85.6
74,2
72-6
63.4
162
108.8
99.6
86.4
84,5
73,8
cl)
Z
.128
74.2
67,9
58.9
57,6
50;3
0
J
.131
75.9
69.5
60.3
59.0
51.1
N
148
81.4
74.5
64.6
63.2
52.5
m
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED
EXAMPLE:
(3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD
For load duration increase of 1.15.
3 (nails) X 84.5 (Ib/nail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity
53.681
:1 STATE 0 LU:
O 1
.rffsl- E�.y'1
���1l+r!'�N A!!!!►'J0 May 17,2021
Mlrtlael S. Maple PE No. 53681
MT10 USA, Ing. FL Cerf 6634
SS04 Parke East Blvd, Tampa FL 33510
Date
ANGLE MAY
VARY FROM
30' TO 60'
45.00°
ANGLE MAY
VARY FROM
30° TO 60°
THIS DETAIL APPLICABLE TO THE
THREE END DETAILS SHOWN BELOW
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
SIDE VIEW
(2x4)
3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
(2x3)
2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
(2x6)
4 NAILS
NEARSIDE
L.NEAR
SIDE
SIDE
fSIDE
45.00°
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE
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 dB9iQneF must verify the applicability of design parameters and properly incorporate [his design into the overall
building tlesign. Bracing indicated is to pfei tickling of individual truss web and/orohpM members only. Additional temporary and permanent bracing eL•
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the R
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/lpli Quality Criteria, DSB•99 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
APRIL 12, 2019 TRUSSED VALLEY SET DETAIL
a 00
a o0
MayMiTek USA, Inc.
ENaIN�e °�
A MITek Affiliate
VALLEY TRUSS TYPICAL
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C. .
GABLE END, COMMON TRUSS
OR GIRDER TRUSS
..r[r.a
12
MII-VALLEY HIGH WIND1
MiTek USA, Inc. Page 1 of 1
GENERAL SPECIFICATIONS T23949118
1. NAIL SIZE 10d (0.131" X 3")
2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT
DO NOT USE DRYWALL OR DECKING TYPE SCREW
3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND
SECURE PER DETAIL A
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING
EQUILIVANT TO THE RACE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NDS - 01
7. VALLEY STUD SPACING NOT TO EXCEED 48"0..,�
111111.1j1
� ��yr
l
o 53681
Ir
F.
* ,
STATECf
W
BASE TRUSSESS�[J ��
May 17,2021 'it. , /O f r iiM—'%'%
i ' %'%
Michael G. Mapld PE No.53681
Wrek USA, Inc: FL Can 6634
—J.—A-11
6904.Pa% East Blvd. Tampa FL 33610
Date:
VALLEY TRUSS TYPICAL
GABLE END, COMMON TRUSS
y1D f_IDr1GD TDI ICS`
ATTACH 2x4 CONTINUOUS NO 2 SP
TO THE ROOF W/ TWO USP WS3 (1/4" X 3")
WOOD SCREWS INTO EACH BASE TRUSS.
DETAIL A
(NO SHEATHING)
N.T.S.
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH
WIND DESIGN PER ASCE 7-10, ASCE 7-16 160 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATEGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/1912020 BEFORE USE
Daslgn Yalk1 for use only with MiTek® owileelam This design is brood only upon parematars shown. snd.la lar art individual libmiung componanl. not
a Truss systam. Before use, the buildfng designer must "iffq the eppllcability ofdaslgn pararrleters end prpparly incorporals Inls dasign Indo fba overall
buedlog design. Bracing Indicated IS to pf event buckling of indivch.., buss web ■ncilor chord members wig. Additional temporary and perntieent bracing �I
is always required for stability and to prevent collapse with possible personal injury and property damage- Fur general gulda0ce regerding the MI[?e 1�
IL
Fabrication. storage, delivery, erection and bracing of trusses and Iruss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 — Tampa, FL 36810
APRIL 12, 2019
EVIDD
a 00
TRUSSED VALLEY SET DETAIL
MiTek USA, Inc. GABLE END, COMMON TRUSS
eNCIN EReo r OR GIRDER TRUSS
A M1Cf1ak Affglrp�
VALLEY TRUSS TYPICAL
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
12
GENERAL SPECIFICATIONS
MII-VALLEY HIGH WIND2
MiTek USA, Inc. Page 1 of 1
T23949119
1. NAIL SIZE 10d (0.131" X 3")
2, WOOD SCREW= 4.5" WS45 USP OR EQUILIVANT
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL A
5 BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS
6. NAILING DONE PER NDS -01
7 VALLEY STUD SPACING NOT TO EXCEED 48" O C.
VALLEY TRUSS TYPICAL
No 53681
~''' ' a'
' STAT e OF� JL
COR�o.p•, �%
41
May 17,2021 ►Sl,,rIN III 1 1E���t
Mll:hael S. Magid PE IUa6 w
Mi%k USA, Inc. FL Cort 6634
9904 Path fast 0lvd.Tim va FL 33610
Date
GABLE END, COMMON TRUSS
OR GIRDER TRUSS
x4 CONTINUOUS NO 2 SP
OOF W/ TWO USP WS45 (1/4" X 4 5")
REWS INTO EACH BASE TRUSS.
h1.5" Max
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH
WIND DESIGN PER ASCE 7-10, ASCE 7-16 160 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATEGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" 0 C (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE,
Design valid for use only wilh 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 design& 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 Doty. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury tied properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB•99 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Nlli
MiTek
6904 Parke East Blvd
Tampa, FL 36610
I
USSES
_
VALLEY TRUSS TYPICAL
No 53681
~''' ' a'
' STAT e OF� JL
COR�o.p•, �%
41
May 17,2021 ►Sl,,rIN III 1 1E���t
Mll:hael S. Magid PE IUa6 w
Mi%k USA, Inc. FL Cort 6634
9904 Path fast 0lvd.Tim va FL 33610
Date
GABLE END, COMMON TRUSS
OR GIRDER TRUSS
x4 CONTINUOUS NO 2 SP
OOF W/ TWO USP WS45 (1/4" X 4 5")
REWS INTO EACH BASE TRUSS.
h1.5" Max
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH
WIND DESIGN PER ASCE 7-10, ASCE 7-16 160 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATEGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" 0 C (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE,
Design valid for use only wilh 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 design& 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 Doty. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury tied properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB•99 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Nlli
MiTek
6904 Parke East Blvd
Tampa, FL 36610
APRIL 12, 2019
O D0
a 00
a
MiTek USA, Inc.
'*— rglN BY
C1
L� r7
A MiTek Affiliate
VALLEY TRUSS TYPICAL
SECURE VALLEY TRUSS
W/ ONE ROW OF 16d
NAILS 6" O.C.
DE
(MAXIMUM 111 SHEATHING)
N.T.S.
TRUSSED VALLEY SET DETAIL M11 -VALLEY SP
MiTek USA, Inc Page 1 of 1
GENERAL SPECIFICATIONS T23949120
GABLE END, COMMON TRUSS
OR GIRDER TRUSS
1. NAIL SIZE 16d (0.131" X 3.5")
2. INSTALL VALLEY TRUSSES (24" 0 C. MAXIMUM) AND
SECURE PER DETAIL A
3. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
4. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING
EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING,
5. NAILING DONE PER NDS - 01
6 VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
7 ALL LUMBER SPECIES TO BE SP hilt.
BASE TRUSSES
VALLEY TRUSS TYPICAL
�L 5
p+,M
.` �
53681
X13 STATE QFW:
ter •. R.�Q'•.•N
S C? .
ONp`% May 17,2021
MIMael S. Magid PEN0.63881
Mfrok USA, Inc. FLCsrt 6634
6904 Parke Easl Blvd, Tampa FL 33610
Date:
GABLE END, COMMON TRUSS
OP rIDr\CG TDI ICS`
VTINUOUS NO 2 SP
// TWO 16d NAILS
E TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 120 MPH
WIND DESIGN PER ASCE 7-10, ASCE 7-16 150 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH= MINIMUM 3/12 MAXIMUM 10/12
CATEGORY II BUILDING
EXPOSURE C OR B
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 60 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 4.2 PSF
ON THE TRUSSES
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE.
Design Mill for use only with MiTeit carulaOate. Thts de5lgn is based only upatt paramelers slydsvn, and 1s rpt an Ind ivldnol bulkllgg WMganeml, not
o truss systo m. Befora use, the buYding designer "I verify the applicabilily oIUaslgn palamalers and property inddrporalp thio da9lgn Into to overall
buitdiW design. Braking Iti taaled is to prevent buckling of Individual truss web awl of chord malmhem only Addittonal lempgraty and permanent bracing M iTe
is always required for stability and to prevent collapse with possible personal injury and prupmy damage. For gemerai guidance regeTding ihd
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
APRIL 12, 2019 TRUSSED VALLEY SET DETAIL M11 -VALLEY
(HIGH WIND VELOCITY)
® NOTE: VALLEY STUD SPACING NOT
TO EXCEED 48" O.C. SPACING
a o0
ATTACH VALLEY TRUSSES TO
LOWER TRUSSES WITH
USP RT7 OR EQUIVALENT
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05
WIND DESIGN PER ASCE 7-10, ASCE 7-16 160 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
WIND DURATION OF LOAD INCREASE: 1.6
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
SUPPORTING TRUSSES DIRECTLY UNDER
VALLEY TRUSSES MUST BE DESIGNED
WITH A MAXIMUM UNBRACED LENGTH OF
2'-10" ON AFFECTED TOP CHORDS.
NOTES:
- SHEATHING APPLIED AFTER
INSTALLATION OF VALLEY TRUSSES
- THIS DETAIL IS NOT APPLICABLE FOR
SPF -S SPECIES LUMBER.
CLIP MUST BE APPLIED
TO THIS FACE WHEN
PITCH EXCEEDS 6/12.
(MAXIMUM 12/12 PITCH)
MiTek USA, Ina Page 1 of 1
T23949121
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE
APPLIED TO EITHER FACE
CLIP MAY BE APPLIED
TO THIS FACE UP TO
A MAXIMUM 6/12 PITCH
1
t t"11 I I I I 111,11
� G qC �r
ti b• •• E N •�O •
.•y� sk,
No 53.681
R �•p ;
'0 N.
A' '
I
Mlehael S: Magld PE Ne.53661
MlWek LISA, Inc, FL Cert 8634
6904 Parka East Blvd, Tampa FL; 33614
Date:
May 17,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE.
Design velld for use only wan MfYe11tlti EonnaLfafs. This design is traced only upon parnmetar5 shpvm, and I5 for an Individual t uflding Compgnenl, nal '
e 1W&$ syglem. Bflfpre use, the pullding desigrler rust ver7y the applicoMIAy of design parameters and pMlrorly lnoorporale Ihs4 design "a In. ovemti TeR
building design. Bracing IndIcalad Is In proveni buckling of Irdlviduat Iru_a5 web rinclMr chord members only. Addllfanal temporary and pofma neril bracing 1.
Is always required forslabXco
lly and to prevent bapse wilt, passible personal Injury and properly dniT
mago- For goniral guidance regarding the Walk'
febrlr !iron, Storage, debiiery, erncrlon and bwlrq ql lnlSsea and.Ims5 bysfams, see AIV31IrM [moray Crltrrla, OSB -6n and 8CS1 firuMng. Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufle 2D3 Waidor{, Mp 20601 Tampa, FL 36610
OCTOBER 5, 2016
a 00
� o0
MiTek USA, Inc.
areal o
4 � 0
A MITek Aftlllele
REPLACE BROKEN OVERHANG
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24" O.0
TOP CHORD: 2x4 OR 2x6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12" ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2x SCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF
TRUSS WITH TWO ROWS OF 1Od (0,131" X 3") SPACED 6" 0.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED
TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES
2x
CONNECTOR PLAT
MUST BE FULLY
EMBEDDED AND
UNDISTURBED
L4 MPVI ' c,—h 11111111
IMPORTANT
This detail to be used only with trusses (spans less than 40') spaced
24" o.c. maximum and having pitches between 4/12 and 12/12 and
total top chord loads not exceeding 50 psf.
Trusses not fitting these criteria should be examined individually.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
MII-REP13B
MiTek USA, Inc Page 1 of 1
T23949122
till IIII IIIf,,`,
No 53681
N Ai 0
��.1'��,
Michael S. MaOld PE N0.536B1
MTT6k USA, Inc. FL Cert 8634
6904 Parke East Blvd. Tampa FL33610:
WW
May 17,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE
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 MiTek AIk.
is always required for stability and to prevent collapse with possible personal injury and propnlly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and Truss systems, see ,ANSVMI Quality Criteria, DSB-99 and SCSI Building Component Md Parke East ShRJ
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Wablorf, MD 20601 Tampa, FL 36610
AUGUST 1, 2016
0 00
O DO
a
MiTek USA, Inc.
I:N rN�el:l:a a
717
A MiTek Affiliate
-:I
LATERAL BRACING RECOMMENDATIONS MII-STRGBCK
MiTek USA, Inc. Page 1 of 1
T23949123
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS -
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY
ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF
THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED
WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
i
BLOCKING BE
VERTICAL WEB IS
RECOMMENDED WHILE
NAII Mr. THF .CTRnNIr_GArV
ATTACH TO VERTICAL
WEB WITH (3) - 10d
(0.131" X 3") NAILS
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
(0.131" X 3") NAILS
INSERT WOOD SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE OF STRONGBACK
(DO NOT USE DRYWALL TYPE SCREWS)
OF TRUSS FASTEN TO TOP AND
BOTTOM CHORD WITH (2) - 10d
ATTACH TO VERTICAL
WEB WITH (3) - 10d
(0.131" X 3") NAILS
ATTACH TO CHORD
WITH TWO #12 x 3"
Wnnn cr.PPWS (.216" DIARA
UJC IVICIAL FKAMIN(i CAL
I
ATTACH TO VERT
ANCHOR TO ATTACH WEB WITH (3) - T
TO BOTTOM CHORD
(0.131" X 3") NAILS
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
(0.131" X 3") NAILS
TRUSS 2x6 4-0-0
� --
STRONGBACK (TYPICAL SPLICE
INSERT SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE OF
STRONGBACK (DO NOT USE
DRYWALL TYPE SCREWS)
WALL BLOCKING tt► X� L S Mq trtt
(BY OTHERS)(BYOTHERS).;titi�1Gy1�JE'N•S,..�i/�t�.
No 53681
AGr :.►�r
�.
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, ,rti+�'�+C R l•'
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'4" LONG tt�t �ONA.- E►►tt.
SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d
(0.131" X 3") NAILS EQUALLY SPACED. WOW S: Magld PE No.53681
ALTERNATE METHOD OF SPLICING: MiTek USA, Inc. FL C 36634
6909 Pafk9 Ess! Blvd, Tampa FL 33610
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) - 10d Dom;.
(0.131" X 3") NAILS STAGGERED AND EQUALLY SPACED. May 17,2021
eTn CFC I.I LCR'r%kll V tA)JCkt C' O^KJf 17Ar V In nI^- AI rr+r,ir —11-1 k A I irr.T �.. .
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE.
tpf
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 oldesign parameters and properly incorporate this design into the overall _
building design Bracing indicated is to pmwnl buckling of individual truss web m9 chord members only. Additional temporary and permanent bracing MiTek
is always required lorstability and to prevent collapse with possible personal injdt Ind property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1 Tampa, FL 36610
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