probuild-d - c:usersdan.woodydesktop 0 l 160 c ext lanai 0 ... · lot: 490 g.c.d. # : 11680 model:...
TRANSCRIPT
EXPOSED TO WIND
EXPOSED TO WIND11'-0" CEILING
11'-0" CEILING
11'-0" CEILING
STEPOVERAHU
LOADED FOR HEADERNON BEARING
LO
AD
ED
FO
RH
EA
DE
RN
ON
BE
AR
ING
U:2440
DR
OP
PE
DT
OP
CH
OR
D
U:1
95
2U
:195
2
U:1
13
8U
:11
25
U:1
128
U:1
128
U:1
128
U:1
127
U:1
128
U:1
128
U:1
128
U:1
13
0
U:1
13
0
U:1
13
0
U:1
12
8
U:1
13
0
U:1
13
0
U:1
13
0
U:1
13
4
U:1
13
4
U:1
13
4
U:1
12
4
U:1
12
4
U:1
13
4
U:1
13
4U
:11
34
U:1
13
4
U:1
12
4
U:1
12
4
U:1
13
4
U:1
13
4
U:1
13
4
U:1
13
4
U:1
13
4
U:1
13
4
U:1
13
4
U:1
13
4
U:1
13
4
U:1
32
3
EX
PO
SE
DT
OW
IND
2(2x) LEDGER BY BUILDER
2(2x) LEDGER BY BUILDER
U:1047
U:1053
U:1255
A*
A*
A*
A*
A*
A*
AA
AAA
AA
LG2
LG1
A01
A
A02
A
A03
A
A04
A
A05
A
A06
A07
A08
A09
A10
H7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7
C1
C3
EJ7C
C1
C3
C5
B
A2
1L
A20
L
A19
L
A18
L
A17
L
A16
L
A15
L
A12
A12
A11
A11
A12
A12
A14
A12
I03L
I02L
I01L
H7
C1
C3
C5
A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
D0
2L
D0
1L
B0
2L
B0
1L
CJ6A
H7
C1
C3
EJ7B
EJ7
EJ7
C1
C3
C5
AG
01L
H7
C1
C3
CJ5
A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
K0
3
K0
1
K0
1
K0
1
K0
1
K0
1
F0
4
F0
3
F0
2
F0
1
H7
H7
C1
C3
C5
A
C1
C3
EJ7B
C1
C3
C5
A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
A1
4
V3
V5
67-04-00
14-08-00
12-06-00
2-00-00
14-08-00
2-00-00
11-10-00
14-04-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-00-00
5-04-00
1-00-00
1-00-00
1-02-08
10-00-00
18-00-00
2-00-00
10-00-00
12-00-00
10-00-00
1-10-08
67-08-00
2-04-00
5-09-08
6-00-00
6-00-00
31-00-00
19-00-00
8-00-00
5-09-08
2-00-00
2-08
1-09-08
2-00-00
2-00-00
1-02-08
1-09-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
5-09-08
5-09-08
5-09-08
50-00-00
75-04-00
50-00-00
13-04-00
17-08-00
18-08-00
3-08-00
19-03-005-09-00
7-00-00
8-00-00
(1) PLY FLR. TRUSSCORNER HIP
HGUS28-3
960
0
0
G
0
9100
HTU28
765
0
0
N/A
2385O
R
Q
HGUS210-4
D
F
B
SIMPSON ROOF AND FLOOR TRUSS HANGER SCHEDULE
0
THJA26
SUR210
H
2435
0
0
HGUS26-2
LUS24
0
2680
I
C
R
HGUS26-3, HGUS28-3HGUS28-4 SIMILAR
0
7460
3235
CORNER HIP
HTU26, HTU28
M
HHUS46
(3) PLY
N
P
2155
3410
0
1250
2980
HTU26-2
865
0
C
0
3235
6
0
N
765
0
G
HJC26
865
0
0
4310 / 4680
0
1760 L
M
HGUS26-3
1440L
K
Q
3600
ID
1550
9100
2790
1250
490
1840
0
1855
I
0
0
2940
2940
N/A
(1) PLY
1055
0
HTU26 A
E
0
1250 / 1555
1530 / 3485
QTY/RF
A*
0
1855
SYMBOL
1440
SUL26
P
THA422, THA426THAC422 SIMILARHJC26
3820
2155
HHUS46
0
A
0
0
THA422
5320
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
895
B
UPLIFT
A*
QTY/FL
5230
S
1760
3265
(1) PLY
1515 / 2175
D
J
(1) PLY FLR. TRUSS(2) PLY
0
2435
0
MODEL
HTU28-2
1235 / 2140
2245
LUS24
SUR26
FLOOR
3820
SUL210
4355
S
0
2245
7460
O
4355
7460
4095
2245
2245
3895 / 4680
725
7
HTU26-2, HTU28-2HGUS26-2, HGUS28-2
J
THA426
E
THJA26
0
N/A
THAC422
1055
H
0 F
0
ROOF
0
1855
3200 / 3600
HGUS28-2
K
7460
N/A
2x4 T.C. MIN.
5
4-1
/16"
14 1/2"CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
Hatch Legend
10'-0" BEARING
14'-0" BEARING
1' STEP CEILING
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders FirstSource.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your Protection
Check All Dimensions And Conditions Prior ToApproval Of Plan.
SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.
By _________________________Date___________
NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.
DATE DRAWN 9/20/2017
DATE PRINTED 8/21/2020
MASTERJOB No.
WIND LOAD 160 MPH
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
IMPORTANCE FACTOR 1.0
WIND DURATION FACTOR 1.60
OPENING CONDITIONS ENCLOSED
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
DESIGN CODE FBC2014/TPI2007
WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10
TRUSS LOADING ROOF
TCLL 20 PSF
TCDL 20 PSF
BCLL 0 PSF
BCDL 10 PSF
TOTAL 50 PSF
DURATION 1.25
TCDL / TO RESIST UPLIFT 5 PSF
BCDL / TO RESIST UPLIFT 5 PSF
TRUSS LOADING
ROOF PITCH 5/12
CEILING PITCH FLAT
TOP CHORD SIZE 2 x 4 MIN.
BOTTOM CHORD SIZE 2 x 4 MIN.
OVERHANG LENGTH N/A
CANTILEVER 14 1/2"
END CUT PLUMB
FLOOR TRUSS SPACING N/A
ROOF TRUSS SPACING 24"
ROOF PITCH
BUILDER DR Horton
PROJECT 2540 L EXT. LANAI LH
MODEL 2540
ADDRESS --
CITY, STATE --
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
DATE:
09-03-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
3/16" = 1'-0"
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
80
LOT:
490
MOD
EL:
BLOC
K :
ADDR
ESS:
528 M
ARAV
IYA
BLVD
SPEC
ELEVATION
A-1 L
D.R.
H # :
5795
9007
1
2540
L W
/ EXT
LAN
AI
DATE:
09-03-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
80
LOT:
490
MOD
EL:
BLOC
K :
ADDR
ESS:
528 M
ARAV
IYA
BLVD
SPEC
A-2 L3/16" = 1'-0"
SLAB & PLUMBING
D.R.
H # :
5795
9007
1
2540
L W
/ EXT
LAN
AI
DATE:
09-03-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
80
LOT:
490
MOD
EL:
BLOC
K :
ADDR
ESS:
528 M
ARAV
IYA
BLVD
SPEC
D R HORTON
A-3 L
FLOOR
3/16" = 1'-0"
D R HORTON
D.R.
H # :
5795
9007
1
2540
L W
/ EXT
LAN
AI
DATE:
09-03-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
80
LOT:
490
MOD
EL:
BLOC
K :
ADDR
ESS:
528 M
ARAV
IYA
BLVD
SPEC
A-4 L
CEILING PLAN
3/16"=1'-0"
D.R.
H # :
5795
9007
1
2540
L W
/ EXT
LAN
AI
DATE:
09-03-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
80
LOT:
490
MOD
EL:
BLOC
K :
ADDR
ESS:
528 M
ARAV
IYA
BLVD
SPEC
A-5 L
ELECTRICAL
3/16" = 1'-0"
D.R.
H # :
5795
9007
1
2540
L W
/ EXT
LAN
AI
DATE:
09-03-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
80
LOT:
490
MOD
EL:
BLOC
K :
ADDR
ESS:
528 M
ARAV
IYA
BLVD
SPEC
A-6 L
SECTION
AS NOTED
²
²
²
D.R.
H # :
5795
9007
1
2540
L W
/ EXT
LAN
AI
DATE:
09-03-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
80
LOT:
490
MOD
EL:
BLOC
K :
ADDR
ESS:
528 M
ARAV
IYA
BLVD
SPEC
STR
UC
TUR
AL
ENG
INEE
RIN
G
S-1 L3/16" = 1'-0"
FOUNDATION
D.R.
H # :
5795
9007
1
2540
L W
/ EXT
LAN
AI
DATE:
09-03-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA II
I & IV
60s
RESI
DENC
E FO
R:
G.C.
D. #
: 116
80
LOT:
490
MOD
EL:
BLOC
K :
ADDR
ESS:
528 M
ARAV
IYA
BLVD
SPEC
STR
UC
TUR
AL
ENG
INEE
RIN
G
S-2 L
ROOF
3/16" = 1'-0"
D.R.
H # :
5795
9007
1
A01A
A02A
A03A
A04A
A05A
A06
A07
A08
A09
A10
H
7
A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7
C1
C3
EJ7C
C1
C3
C5B
A21L
A20L
A19L
A18L
A17L
A16L
A15L
A12
A12
A11
A11
A12
A12
A14
A12
A12
I03L
I02L
I01L
H
7
C1
C3
C5A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
D02L
D01L
B02L
B01L
CJ6A
H
7
C1
C3
EJ7B
EJ7
EJ7
C1
C3
C5A
G01L
H
7
C1
C3
CJ5A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
K03
K01
K01
K01
K01
K01
F04
F03
F02
F01
H
7
H
7
C1
C3
C5A
C1
C3
EJ7B
C1
C3
C5A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
V3
V5
A*
A*
A*
AA
A
AA
2540
L W
/ EXT
LAN
AI
””
” ” ”
”
” ”” ”
” ”
6904 Parke East Blvd.Tampa, FL 33610-4115
MiTek USA, Inc. RE:
Design Code: FBC2014/TPI2007Wind Code: ASCE 7-10 Wind Speed: 160 mphRoof Load: 50.0 psf
Design Program: MiTek 20/20 7.6
1 of 2
This package includes 48 individual, dated Truss Design Drawings and 0 Additional Drawings.With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheetconforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show SpecialLoading Conditions):
Floor Load: N/A psf
August 21, 2020Lee, Julius
This item has been electronically signed and sealed by Lee, Julius using a Digital Signature.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copiesThe truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervisionbased on the parameters provided by Builders FirstSource (Punta Gorda, FL).Truss Design Engineer's Name: Lee, JuliusMy license renewal date for the state of Florida is February 28, 2021.
2540_L_EXT_LANAI_160_C
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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the designparameters 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.
Site Information:
Lot/Block: MASTERCustomer: DR Horton Project Name: 2540_L_EXT_LANAI_160_C
Subdivision: MASTERAddress: MASTER, N/AState: FloridaCity: MASTER
Model: 2540
Florida COA: 6634
No. Seal# Truss Name Date1 T21066392 A01A 8/21/20202 T21066393 A02A 8/21/20203 T21066394 A03A 8/21/20204 T21066395 A04A 8/21/20205 T21066396 A05A 8/21/20206 T21066397 A06 8/21/20207 T21066398 A07 8/21/20208 T21066399 A08 8/21/20209 T21066400 A09 8/21/202010 T21066401 A10 8/21/202011 T21066402 A11 8/21/202012 T21066403 A12 8/21/202013 T21066404 A14 8/21/202014 T21066405 A15L 8/21/202015 T21066406 A16L 8/21/202016 T21066407 A17L 8/21/202017 T21066408 A18L 8/21/202018 T21066409 A19L 8/21/202019 T21066410 A20L 8/21/202020 T21066411 A21L 8/21/2020
No. Seal# Truss Name Date21 T21066412 B01L 8/21/202022 T21066413 B02L 8/21/202023 T21066414 C1 8/21/202024 T21066415 C3 8/21/202025 T21066416 C5A 8/21/202026 T21066417 C5B 8/21/202027 T21066418 CJ5A 8/21/202028 T21066419 CJ6A 8/21/202029 T21066420 D01L 8/21/202030 T21066421 D02L 8/21/202031 T21066422 EJ7 8/21/202032 T21066423 EJ7A 8/21/202033 T21066424 EJ7B 8/21/202034 T21066425 EJ7C 8/21/202035 T21066426 F01 8/21/202036 T21066427 F02 8/21/202037 T21066428 F03 8/21/202038 T21066429 F04 8/21/202039 T21066430 G01L 8/21/202040 T21066431 H7 8/21/2020
6904 Parke East Blvd.Tampa, FL 33610-4115
MiTek USA, Inc. RE: 2540_L_EXT_LANAI_160_C -
2 of 2
Site Information:
Lot/Block: MASTERProject Customer: DR Horton Project Name: 2540_L_EXT_LANAI_160_C
Subdivision: MASTERAddress: MASTER, N/A
State: FloridaCity, County: MASTER
No. Seal# Truss Name Date41 T21066432 H7A 8/21/202042 T21066433 I01L 8/21/202043 T21066434 I02L 8/21/202044 T21066435 I03L 8/21/202045 T21066436 K01 8/21/202046 T21066437 K03 8/21/202047 T21066438 V3 8/21/202048 T21066439 V5 8/21/2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A01A
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2
Job Reference (optional)
T21066392
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:29 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-B_sACHMFfpwAmGZUmY2SIqnIjdXPTbnYnVlh3tymHL4
Scale = 1:97.1
1
2
3 4 5 6 7
8 9 10
11
12
23
2221 20
19
18 17 16 15 14 13
3435 36 37 38 39 40 41 42
43 44 45 46 47 48 49
5x8
1.5x8 STP
1.5x8 STP
1.5x8 STP
5x6
5x6 5x6
5x6
3x4
5x8
3x8
4x6
3x4
5x8
4x6 5x8
2x4
6x8
5x8
5x8
3x8
2x4
5x8 2x4 4x6
4x10 MT20HS
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
3-10-82-4-0
7-0-03-1-8
12-7-45-7-4
18-2-85-7-4
20-6-82-4-0
26-0-05-5-8
34-0-08-0-0
37-5-03-5-0
38-7-21-2-2
44-8-136-1-11
50-10-86-1-11
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
3-10-82-4-0
7-0-03-1-8
12-7-45-7-4
18-2-85-7-4
20-6-82-4-0
26-0-05-5-8
34-0-08-0-0
37-5-03-5-0
38-7-21-2-2
44-8-136-1-11
50-10-86-1-11
52-5-01-6-8
0-4-
13-3-
1
6-7-
1
0-4-
1
1-0-
0
6-7-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-5-6], [1:0-0-14,Edge], [3:0-5-12,0-2-8], [6:0-4-0,0-3-0], [8:0-3-0,0-2-4], [9:0-3-0,0-2-4], [11:0-3-0,0-3-0], [12:0-0-14,Edge], [12:0-0-0,1-5-6],[14:0-4-0,0-3-0], [16:0-2-4,0-3-0], [17:0-3-8,0-3-0], [19:0-5-12,0-4-0], [22:0-1-12,0-1-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MSH
0.780.690.68
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.20
-0.230.09
(loc)15-1613-14
12
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 579 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
2-23: 2x8 SP 2400F 2.0E, 5-18: 2x4 SP No.3WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (size) 17=0-8-0, 1=0-8-0, 12=0-8-0Max Horz 1=-184(LC 6)Max Uplift 17=-2440(LC 8), 1=-529(LC 8), 12=-1255(LC 8)Max Grav 17=3706(LC 1), 1=1181(LC 17), 12=1474(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1461/689, 2-3=-2363/1035, 3-4=-1725/704, 4-5=-1725/704, 5-6=-1319/1903,
6-7=-822/882, 7-8=-1551/1433, 8-9=-1319/1419, 9-10=-1843/1828, 10-11=-1832/1665, 11-12=-2333/2001
BOT CHORD 1-23=-517/1227, 21-22=-1578/3669, 20-21=-833/2207, 19-20=-1784/1446, 5-19=-1705/1057, 16-17=-2388/1558, 15-16=-697/814, 14-15=-1080/1430, 13-14=-1689/2053, 12-13=-1692/2053
WEBS 2-21=-1513/762, 3-21=-126/516, 3-20=-566/397, 4-20=-789/570, 5-20=-2011/3588, 17-19=-2684/1757, 6-19=-425/730, 6-17=-2250/1478, 6-16=-2569/3223, 7-16=-1414/1030, 7-15=-342/985, 9-15=-372/135, 10-14=-506/410, 11-14=-529/505, 9-14=-901/986
NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plategrip DOL=1.60
5) Provide adequate drainage to prevent water ponding.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A01A
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2
Job Reference (optional)
T21066392
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:29 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-B_sACHMFfpwAmGZUmY2SIqnIjdXPTbnYnVlh3tymHL4
NOTES-9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2440 lb uplift at joint 17, 529 lb uplift at joint 1 and 1255 lb uplift at joint 12.10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 71 lb up at 5-1-1, 145 lb down and 170 lb up at 7-0-0,
145 lb down and 166 lb up at 9-0-12, 145 lb down and 166 lb up at 11-0-12, 145 lb down and 166 lb up at 13-0-12, 145 lb down and 166 lb up at 15-0-12, and 145 lbdown and 166 lb up at 17-0-12, and 139 lb down and 168 lb up at 18-10-12 on top chord, and 168 lb down and 115 lb up at 5-1-1, 24 lb down at 7-0-12, 24 lb down at 9-0-12, 24 lb down at 11-0-12, 24 lb down at 13-0-12, 24 lb down at 15-0-12, 24 lb down at 17-0-12, and 51 lb down at 18-10-12, and 100 lb down and 82 lb up at 38-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-3=-80, 3-7=-80, 7-8=-80, 8-9=-80, 9-12=-80, 23-24=-20, 19-22=-20, 18-29=-20
Concentrated Loads (lb)Vert: 3=-105(F) 21=-12(F) 14=-100(F) 36=-105(F) 37=-105(F) 38=-105(F) 39=-105(F) 40=-105(F) 41=-99(F) 43=-168(F) 44=-12(F) 45=-12(F) 46=-12(F) 47=-12(F)48=-12(F) 49=-31(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A02A
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066393
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:32 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-cYYJqJO7xkIldkI3Rgb9wTPqzqYXgvT_TTzLfCymHL1
Scale: 1/8"=1'
1
2
323 4 5 6
7 8
9
10
21
2019 18
1716 15 1413
12 11
33 34 35 36
37 38
39
40 41
5x6
1.5x8 STP
1.5x8 STP 1.5x8 STP
1.5x8 STP
5x8
5x6
5x8
3x4
5x8
3x12 MT20HS 2x4
2x4
5x6
5x8
3x8
5x8
5x8
3x6
3x6
5x8
2x4
2x4
5x6 4x6
4x12
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
3-10-82-4-0
9-0-05-1-8
14-10-25-10-2
18-2-83-4-6
20-6-82-4-0
28-0-07-5-8
33-1-45-1-4
38-2-85-1-4
44-6-86-4-0
50-10-86-4-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
3-10-82-4-0
9-0-05-1-8
13-7-44-7-4
14-10-21-2-14
18-2-83-4-6
20-6-82-4-0
28-0-07-5-8
35-8-87-8-8
38-2-82-6-0
44-6-86-4-0
50-10-86-4-0
52-5-01-6-8
0-4-
1
4-1-
1
7-3-
9
0-4-
1
1-0-
0
4-1-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-10-3], [1:0-3-5,0-0-10], [3:0-3-0,0-2-4], [5:0-4-0,0-3-0], [6:0-5-4,0-3-4], [9:0-4-0,0-3-0], [10:0-0-14,Edge], [10:0-0-0,1-5-6], [12:0-4-0,0-3-0],[14:0-3-0,0-3-0], [18:0-3-0,0-3-0], [20:0-5-12,0-1-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.710.730.82
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.13
-0.290.12
(loc)19-2019-20
10
l/defl>999>837
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 304 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
1-21: 2x6 SP No.2, 2-21: 2x8 SP 2400F 2.0E, 16-22: 2x4 SP No.3WEBS 2x4 SP No.3OTHERS 2x4 SP No.2LBR SCAB 1-3 2x4 SP No.2 one sideWEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 4-17, 7-12, 6-15
REACTIONS. All bearings 0-8-0.(lb) - Max Horz 1=205(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) except 15=-720(LC 12), 12=-1047(LC 12), 1=-473(LC 12), 10=-553(LC 12)
Max Grav All reactions 250 lb or less at joint(s) except 15=1880(LC 21), 12=1761(LC 1), 1=1056(LC 1), 10=644(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1091/525, 2-3=-1607/755, 3-4=-1452/771, 4-5=-5/350, 5-6=-39/290, 6-7=-368/244,
7-8=0/410, 8-9=-95/449, 9-10=-585/658BOT CHORD 1-21=-392/953, 19-20=-1167/2619, 18-19=-433/1163, 17-18=-433/1163, 14-15=-228/719,
13-14=-228/719, 11-12=-455/465, 10-11=-465/469WEBS 2-19=-1156/602, 4-19=-144/387, 4-17=-1566/628, 15-17=-1305/613, 5-17=-566/365,
6-14=0/281, 6-13=-638/446, 7-13=-216/508, 7-12=-1010/422, 8-12=-356/251, 9-12=-827/903, 9-11=-371/268, 6-15=-1007/364
NOTES-1) Attached 9-10-7 scab 1 to 3, front face(s) 2x4 SP No.2 with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 1-8-8
from end at joint 1, nail 1 row(s) at 7" o.c. for 3-1-15.2) Unbalanced roof live loads have been considered for this design.3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to12-0-0, Interior(1) 12-0-0 to 35-8-8, Exterior(2) 35-8-8 to 38-8-8, Interior(1) 38-8-8 to 52-5-0 zone; cantilever left and right exposed ;porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 lb uplift at joint 15, 1047 lb uplift at
joint 12, 473 lb uplift at joint 1 and 553 lb uplift at joint 10.Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A02A
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066393
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:32 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-cYYJqJO7xkIldkI3Rgb9wTPqzqYXgvT_TTzLfCymHL1
NOTES-9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the
bottom chord.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A03A
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066394
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:36 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-UKnqggRe?zoB6LbqgWg54JaVtRrOcg5aO5xYozymHKz
Scale: 1/8"=1'
1
2
3
4 5 67
8
9 10
11
12
23
2221 20 19
1817 16 15 14 13
34
35 36 37 38
39 40
41
42 43
5x6
1.5x8 STP
1.5x8 STP 1.5x8 STP
1.5x8 STP
5x6 5x8
5x6
5x8
4x12
8x14 MT20HS
2x4
2x4
5x12
5x8
5x8
2x4
3x6 5x8
2x4
2x4
2x4
3x8
3x6
2x4 4x6
4x12
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
3-10-82-4-0
7-4-123-6-4
11-0-03-7-4
15-9-104-9-10
18-2-82-4-14
20-6-82-4-0
30-0-09-5-8
38-2-88-2-8
44-6-86-4-0
50-10-86-4-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
3-10-82-4-0
7-4-123-6-4
11-0-03-7-4
15-9-104-9-10
18-2-82-4-14
20-6-82-4-0
25-3-44-8-12
30-0-04-8-12
35-8-85-8-8
38-2-82-6-0
44-6-86-4-0
50-10-86-4-0
52-5-01-6-8
0-4-
1
4-11
-17-3-
9
0-4-
1
1-0-
0
4-11
-1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-10-3], [1:0-3-5,0-0-10], [2:0-3-10,0-1-8], [7:0-3-0,0-3-0], [11:0-4-0,0-3-0], [12:0-0-0,1-5-6], [12:0-0-14,Edge], [14:0-4-0,0-3-0], [15:0-6-0,0-3-0],[20:0-3-12,0-3-0], [22:0-0-0,0-1-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.780.990.97
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.21-0.540.11
(loc)15-1615-16
12
l/defl>999>396
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 294 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
1-23: 2x6 SP No.2, 2-23: 2x8 SP 2400F 2.0E, 17-24: 2x4 SP No.3WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. All bearings 0-8-0.(lb) - Max Horz 1=205(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) except 16=-700(LC 12), 14=-1053(LC 12), 1=-484(LC 12), 12=-556(LC 12)
Max Grav All reactions 250 lb or less at joint(s) except 16=1900(LC 21), 14=1717(LC 1), 1=1055(LC 1), 12=658(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1093/542, 2-3=-1929/916, 3-4=-1268/675, 4-5=-1104/668, 5-6=0/344, 6-7=-26/295,
7-8=-646/402, 8-9=-759/528, 9-10=0/327, 10-11=-99/385, 11-12=-614/663BOT CHORD 1-23=-394/978, 21-22=-759/1834, 20-21=-759/1834, 19-20=-269/763, 18-19=-269/763,
15-16=-127/402, 13-14=-458/491, 12-13=-468/495WEBS 5-18=-1259/501, 16-18=-1198/538, 6-18=-396/260, 7-16=-817/324, 7-15=0/353,
8-15=-675/482, 9-15=-500/864, 9-14=-899/425, 10-14=-381/286, 11-14=-810/908, 11-13=-380/256, 5-20=-179/472, 3-21=-27/253, 3-20=-819/409
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-6, Exterior(2) 11-0-6 to14-0-6, Interior(1) 14-0-6 to 35-8-8, Exterior(2) 35-8-8 to 38-8-8, Interior(1) 38-8-8 to 52-5-0 zone; cantilever left and right exposed ;porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 700 lb uplift at joint 16, 1053 lb uplift at
joint 14, 484 lb uplift at joint 1 and 556 lb uplift at joint 12.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A04A
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066395
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:38 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-Riva5MTuXa2vMflDoxiZ9kfpkFXB4aHtrPQfssymHKx
Scale = 1:97.1
1
2
3
4 5 6 7
8 9
10
11
22
2120 19
1817 16 15 14 13 12
34
35 36 37 38 39
40
41
42
43 44
5x8
1.5x8 STP
1.5x8 STP 1.5x8 STP
1.5x8 STP
5x6
5x6
5x8
3x4
8x14 MT20HS
5x6
2x4
2x4
5x8
3x6
5x8
2x4
3x6
5x8
2x4
5x8
2x4
2x4
2x4
4x6
4x10 MT20HS
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
3-10-82-4-0
8-5-44-6-12
13-0-04-6-12
18-2-85-2-8
20-6-82-4-0
26-3-45-8-12
32-0-05-8-12
38-2-86-2-8
44-6-86-4-0
50-10-86-4-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
3-10-82-4-0
8-5-44-6-12
13-0-04-6-12
18-2-85-2-8
20-6-82-4-0
26-3-45-8-12
32-0-05-8-12
35-8-83-8-8
38-2-82-6-0
44-6-86-4-0
50-10-86-4-0
52-5-01-6-8
0-4-
1
5-9-
1
7-3-
9
0-4-
1
1-0-
0
5-9-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-5-6], [1:0-0-14,Edge], [2:0-3-10,0-1-8], [4:0-5-4,0-2-4], [6:0-4-0,0-3-0], [10:0-4-0,0-3-0], [11:0-0-14,Edge], [11:0-0-0,1-5-6], [13:0-4-0,0-3-0],[14:0-2-12,0-3-0], [19:0-3-0,0-3-0], [21:0-0-0,0-1-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.950.970.99
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.28
-0.550.16
(loc)20-2120-21
11
l/defl>881>447
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 297 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
1-4: 2x4 SP No.1BOT CHORD 2x4 SP No.2 *Except*
2-22: 2x8 SP 2400F 2.0E, 19-21: 2x4 SP No.1, 17-23: 2x4 SP No.3WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 4-18, 5-16
REACTIONS. All bearings 0-8-0.(lb) - Max Horz 1=205(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) except 16=-738(LC 12), 13=-738(LC 12), 1=-475(LC 12), 11=-294(LC 12)
Max Grav All reactions 250 lb or less at joint(s) except 16=1973(LC 21), 13=1672(LC 1), 1=1015(LC 21), 11=666(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1197/603, 2-3=-1819/904, 3-4=-998/582, 4-5=0/343, 5-6=-17/300, 6-7=-421/405,
7-8=-513/504, 8-9=0/296, 9-10=0/356, 10-11=-630/305BOT CHORD 1-22=-442/1061, 20-21=-702/1725, 19-20=-702/1725, 18-19=-278/864, 15-16=-109/396,
14-15=-109/396, 12-13=-150/506, 11-12=-149/509WEBS 3-19=-986/522, 4-19=-156/635, 4-18=-1274/474, 16-18=-1304/588, 5-18=-597/392,
6-16=-818/298, 7-14=-561/450, 8-14=-475/753, 8-13=-815/315, 9-13=-405/315, 10-13=-805/464, 10-12=0/261, 3-20=-43/276
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to16-0-0, Interior(1) 16-0-0 to 35-8-8, Exterior(2) 35-8-8 to 38-8-8, Interior(1) 38-8-8 to 52-5-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 lb uplift at joint 16, 738 lb uplift at
joint 13, 475 lb uplift at joint 1 and 294 lb uplift at joint 11.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A05A
Truss Type
Roof Special
Qty
1
Ply
2
Job Reference (optional)
T21066396
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:40 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-N51LW2V93CIdbyvbvLk1F9kAL3GlYVf9JjvmxkymHKv
Scale = 1:98.6
1
2
3
4 5 6 7 89
10
11
22
2120 19
18
1716 15 14
1312
32
33
34 35 3637
38
39 40
5x8
1.5x8 STP
1.5x8 STP
3x6 5x6
5x6
5x6
3x4
8x14 MT20HS
6x8
5x8
2x4 3x6
7x10
3x6
3x8 2x4
2x4
2x4
3x6 4x6
4x12
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
3-10-82-4-0
9-5-45-6-12
15-0-05-6-12
18-2-83-2-8
18-8-80-6-0
26-1-47-4-12
34-0-07-10-12
35-8-81-8-8
43-3-87-7-0
50-10-87-7-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
3-10-82-4-0
9-5-45-6-12
15-0-05-6-12
18-2-83-2-8
18-8-80-6-0
26-1-47-4-12
34-0-07-10-12
35-8-81-8-8
43-3-87-7-0
50-10-87-7-0
52-5-01-6-8
0-4-
1
6-7-
1
7-3-
9
0-4-
1
1-0-
0
6-7-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-10-3], [1:0-3-5,0-0-10], [2:0-3-10,0-1-8], [3:0-4-0,0-3-0], [4:0-5-12,0-2-8], [10:0-3-0,0-3-0], [11:0-1-14,Edge], [11:0-0-0,1-5-6], [18:0-2-8,Edge],[21:0-0-0,0-1-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.810.710.93
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.43
-0.930.45
(loc)15-1614-15
11
l/defl>999>673
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 598 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
1-3: 2x4 SP M 31BOT CHORD 2x4 SP No.2 *Except*
1-22: 2x6 SP No.2, 2-22: 2x8 SP 2400F 2.0E18-21,11-13: 2x4 SP M 31
WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 1=0-8-0, 11=0-8-0Max Horz 1=205(LC 11)Max Uplift 1=-1138(LC 12), 11=-1125(LC 12)Max Grav 1=2645(LC 1), 11=2607(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-3348/1470, 2-3=-6294/2699, 3-4=-5082/2255, 4-5=-5303/2445, 5-7=-5287/2441,
7-8=-4982/2337, 8-9=-4147/1983, 9-10=-4278/1938, 10-11=-4768/2077BOT CHORD 1-22=-1140/2744, 21-22=-254/123, 20-21=-2348/5810, 19-20=-2346/5800,
18-19=-1735/4595, 14-15=-1732/4462, 12-14=-1747/4262, 11-12=-1744/4261WEBS 3-20=-53/444, 3-19=-1392/700, 4-19=-239/668, 4-18=-546/1233, 15-18=-1910/4880,
7-18=-141/438, 7-15=-934/522, 8-15=-278/820, 8-14=-2330/1143, 9-14=-1201/2695, 10-14=-598/354, 5-18=-451/300
NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to18-0-0, Interior(1) 18-0-0 to 35-8-8, Exterior(2) 35-8-8 to 38-8-8, Interior(1) 38-8-8 to 52-5-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A05A
Truss Type
Roof Special
Qty
1
Ply
2
Job Reference (optional)
T21066396
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:40 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-N51LW2V93CIdbyvbvLk1F9kAL3GlYVf9JjvmxkymHKv
NOTES-9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1138 lb uplift at joint 1 and 1125 lb uplift at joint 11.10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the
bottom chord.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A06
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066397
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:42 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-JU85wjWPbpYKqG3_1mnVKaqUWswQ0OLSm1Ot?dymHKt
Scale = 1:92.6
1
2
3 4 5 6 7
8
9
2019
18 1716
1514
13
1211 10
29
30
31 32 33 34
35
36
37 38 39
5x8
1.5x8 STP1.5x8 STP
5x8 5x8 5x6
5x6
7x10 7x10 2x4 7x10 8x14 MT20HS
3x6
5x8
8x10 2x4
2x4
2x4
6x8
7x10
5x8
5x12
1-2-81-2-8
1-6-8
0-4-0
9-3-47-8-12
17-0-07-8-12
23-6-86-6-8
24-0-80-6-0
29-5-125-5-4
29-8-120-3-0
35-5-05-8-4
36-6-81-1-8
37-0-8
0-6-0
43-8-86-8-0
50-10-87-2-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
9-3-47-8-12
17-0-07-8-12
23-6-86-6-8
24-0-80-6-0
29-5-125-5-4
29-8-120-3-0
35-5-05-8-4
36-6-81-1-8
37-0-8
0-6-0
43-8-86-8-0
50-10-87-2-0
52-5-01-6-8
0-4-
1
7-5-
1
0-4-
1
1-0-
0
7-5-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-1-8,1-8-11], [1:0-4-11,Edge], [2:0-4-0,0-3-0], [3:0-4-0,0-2-2], [5:0-4-0,0-3-0], [6:0-3-0,0-2-4], [8:0-3-0,0-3-0], [9:0-0-4,Edge], [9:0-3-13,Edge], [10:0-3-8,0-4-0], [13:0-3-12,Edge], [15:0-8-8,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.900.880.98
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.59
-1.320.39
(loc)14-1513-14
9
l/defl>999>475
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 339 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.1 *Except*
2-3: 2x4 SP M 31, 3-5,5-6: 2x4 SP No.2BOT CHORD 2x6 SP M 26 *Except*
13-15: 2x4 SP No.1, 16-19: 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
15-18,10-13: 2x4 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 2-18, 4-14, 10-13
REACTIONS. (size) 1=0-8-0, 9=0-8-0Max Horz 1=-208(LC 10)Max Uplift 1=-1130(LC 12), 9=-1128(LC 12)Max Grav 1=2629(LC 1), 9=2632(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4600/1998, 2-3=-4229/1908, 3-4=-4943/2311, 4-5=-4948/2297, 5-6=-4936/2289,
6-7=-4988/2342, 7-8=-5020/2215, 8-9=-4563/1972BOT CHORD 1-20=-1673/4130, 18-20=-1677/4135, 14-15=-1861/4948, 13-14=-1593/4290,
9-10=-1653/4099WEBS 2-18=-411/316, 15-18=-1395/3717, 3-15=-659/1644, 6-14=-388/1061, 10-13=-1628/4006,
8-13=-118/594, 8-10=-796/441, 4-15=-592/326, 7-13=-408/363, 5-14=-502/345, 6-13=-527/1077
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-6, Exterior(2) 17-0-6 to21-3-4, Interior(1) 21-3-4 to 35-5-0, Exterior(2) 35-5-0 to 39-7-15, Interior(1) 39-7-15 to 52-5-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1130 lb uplift at joint 1 and 1128 lb uplift
at joint 9.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A07
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066398
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:44 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-FsGrLPYf7Qp24aCN8BpzP?vpmgbiUJ2lEKt_4VymHKr
Scale = 1:92.6
1
2
3
4 5 6 7
8
9
10
2019 18
17
1615
14
1312 11
29
30
31 32 33
34
35
36 37 38 39 40
5x8
1.5x8 STP1.5x8 STP
5x6
5x6
7x10 7x10 7x10
5x6
3x6
7x10
3x6
8x10
2x4
2x4
3x6
2x4
2x4
6x8
7x10
5x8
5x12
1-2-81-2-8
1-6-8
0-4-0
10-3-48-8-12
19-0-08-8-12
23-6-84-6-8
24-0-80-6-0
28-5-124-5-4
33-5-04-11-4
36-6-83-1-8
37-0-80-6-0
43-8-86-8-0
50-10-87-2-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
7-4-55-9-13
13-2-35-9-13
19-0-05-9-13
23-6-84-6-8
24-0-80-6-0
28-5-124-5-4
28-8-120-3-0
33-5-04-8-4
36-6-83-1-8
37-0-80-6-0
43-8-86-8-0
50-10-87-2-0
52-5-01-6-8
0-4-
1
8-3-
1
0-4-
1
1-0-
0
8-3-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-1-8,1-8-11], [1:0-4-11,Edge], [2:0-3-0,0-3-0], [4:0-5-4,0-2-4], [7:0-3-0,0-2-4], [9:0-3-0,0-3-0], [10:0-3-13,Edge], [10:0-0-4,Edge], [11:0-3-8,0-4-0],[14:0-3-12,Edge], [16:0-4-0,Edge], [20:0-5-0,0-4-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.980.960.90
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.54
-1.370.34
(loc)17
14-1510
l/defl>999>459
n/a
L/d240180n/a
PLATESMT20
Weight: 350 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.1 *Except*
2-4,4-7: 2x4 SP No.2BOT CHORD 2x6 SP M 26 *Except*
14-16: 2x4 SP M 31, 17-20: 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
16-19,11-14: 2x4 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 6-16, 11-14, 5-18
REACTIONS. (size) 1=0-8-0, 10=0-8-0Max Horz 1=233(LC 11)Max Uplift 1=-1130(LC 12), 10=-1128(LC 12)Max Grav 1=2629(LC 1), 10=2632(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4676/2051, 2-3=-4431/1983, 3-4=-3981/1859, 4-5=-4341/2075, 5-6=-4342/2073,
6-7=-4385/2078, 7-8=-5011/2368, 8-9=-5021/2216, 9-10=-4562/1971BOT CHORD 1-20=-1733/4270, 19-20=-1575/4068, 15-16=-1576/4385, 14-15=-1443/3998,
10-11=-1653/4098WEBS 2-20=-228/251, 3-19=-649/414, 16-19=-1291/3600, 4-16=-583/1445, 6-16=-256/76,
11-14=-1628/4006, 9-14=-127/598, 9-11=-795/441, 5-16=-384/265, 6-15=-495/310, 8-14=-468/375, 7-15=-268/822, 7-14=-594/1249
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-0-0, Exterior(2) 19-0-0 to23-4-12, Interior(1) 23-4-12 to 33-5-0, Exterior(2) 33-5-0 to 37-7-15, Interior(1) 37-7-15 to 52-5-0 zone; cantilever left and rightexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1130 lb uplift at joint 1 and 1128 lb uplift
at joint 10.7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A08
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066399
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:45 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-j3qEZlYHtkxvhknZivKCyCS0A3vWDmLvS_dXcyymHKq
Scale = 1:92.6
1
2
3
4 5 6
7
8
9
1918 17
16
1514
13
1211 10
28
29
30 31 32 33
34
35
36 37 38
5x8
1.5x8 STP
1.5x8 STP
5x6
5x6
7x10
5x6
3x6
8x12
10x14
3x6
3x8
3x6
8x10 6x12 MT20HS2x4
2x4
6x8
8x10
6x8
7x10
1-2-81-2-8
1-6-8
0-4-0
11-3-49-8-12
21-0-09-8-12
23-6-82-6-8
24-0-8
0-6-031-5-07-4-8
36-6-85-1-8
37-0-80-6-0
43-8-86-8-0
50-10-87-2-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
8-0-56-5-13
14-6-36-5-13
21-0-06-5-13
23-6-82-6-8
24-0-8
0-6-031-5-07-4-8
36-6-85-1-8
37-0-80-6-0
43-8-86-8-0
50-10-87-2-0
52-5-01-6-8
0-4-
1
9-1-
1
0-4-
1
1-0-
0
9-1-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-12,1-5-6], [1:0-4-11,Edge], [2:0-3-0,0-3-0], [4:0-5-4,0-2-0], [8:0-3-0,0-3-0], [9:0-4-11,Edge], [9:0-1-0,1-5-14], [10:0-3-8,0-4-0], [13:0-8-0,Edge],[15:0-9-8,Edge], [19:0-5-0,0-4-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.870.990.90
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.52
-1.310.36
(loc)16
14-159
l/defl>999>479
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 342 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP M 31 *Except*
2-4: 2x4 SP No.2, 6-8,8-9: 2x4 SP No.1BOT CHORD 2x6 SP M 26 *Except*
13-15: 2x4 SP No.1, 16-19: 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
15-18,5-14,10-13: 2x4 SP No.2WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 3-18, 4-18, 5-14, 7-14, 10-13, 5-17
REACTIONS. (size) 1=0-8-0, 9=0-8-0Max Horz 1=-257(LC 10)Max Uplift 1=-1130(LC 12), 9=-1128(LC 12)Max Grav 1=2629(LC 1), 9=2632(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4723/2070, 2-3=-4412/1980, 3-4=-3783/1787, 4-5=-3905/1922, 5-6=-3785/1853,
6-7=-4186/1937, 7-8=-5026/2222, 8-9=-4558/1963BOT CHORD 1-19=-1745/4346, 18-19=-1524/4023, 14-15=-1365/3914, 13-14=-1738/4592,
9-10=-1646/4086WEBS 2-19=-311/309, 3-19=-11/309, 3-18=-801/492, 4-18=-511/170, 15-18=-1230/3637,
4-15=-715/1705, 5-14=-399/136, 6-14=-383/1056, 7-14=-1103/599, 10-13=-1620/3992, 8-13=-135/585, 8-10=-807/449, 5-15=-581/318, 7-13=-182/576
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 21-0-0, Exterior(2) 21-0-0 to25-2-15, Interior(1) 25-2-15 to 31-4-10, Exterior(2) 31-4-10 to 35-7-9, Interior(1) 35-7-9 to 52-5-0 zone; cantilever left and rightexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1130 lb uplift at joint 1 and 1128 lb uplift
at joint 9.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A09
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066400
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:47 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-gRy__RaYPLBdx1xyqKMg1dXMMtdnhgrBwI6egqymHKo
Scale = 1:92.6
1
2
3
4 5
6
7
8
18 17 1615
1413
12
1110 9
27
28
29 30
31
32
33 34
5x6
1.5x8 STP
1.5x8 STP
5x12 5x8
5x6
2x4 8x10
3x6
5x12
2x4
3x8
3x6
8x10 6x12 MT20HS
2x4
6x8
7x10
6x8
7x10
1-2-81-2-8
1-6-8
0-4-0
8-8-57-1-13
15-10-37-1-13
23-0-07-1-13
24-0-81-0-8
29-5-05-4-8
36-6-87-1-8
37-0-80-6-0
43-8-86-8-0
50-10-87-2-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
8-8-57-1-13
15-10-37-1-13
23-0-07-1-13
24-0-81-0-8
29-5-05-4-8
36-6-87-1-8
37-0-80-6-0
43-8-86-8-0
50-10-87-2-0
52-5-01-6-8
0-4-
1
9-11
-1
0-4-
1
1-0-
0
9-11
-1
5.00 12
Plate Offsets (X,Y)-- [1:0-1-0,1-5-14], [1:0-4-11,Edge], [2:0-3-0,0-3-0], [4:0-8-0,0-1-12], [7:0-3-0,0-3-0], [8:0-1-0,1-5-14], [8:0-4-11,Edge], [9:0-3-8,0-4-0], [12:0-8-0,Edge],[14:0-6-4,Edge], [17:0-4-12,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.890.870.90
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.47
-1.120.35
(loc)13
12-138
l/defl>999>563
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 340 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP M 31 *Except*
4-5: 2x4 SP No.2, 1-2,7-8: 2x4 SP No.1BOT CHORD 2x6 SP M 26 *Except*
12-14: 2x4 SP No.1, 15-17: 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
4-13,9-12,14-17: 2x4 SP No.2WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 3-14, 4-13, 6-13, 9-12, 14-17
REACTIONS. (size) 1=0-8-0, 8=0-8-0Max Horz 1=282(LC 11)Max Uplift 1=-1128(LC 12), 8=-1127(LC 12)Max Grav 1=2632(LC 1), 8=2635(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4563/1971, 2-3=-4338/1946, 3-4=-3879/1818, 4-5=-3523/1764, 5-6=-3929/1816,
6-7=-5051/2234, 7-8=-4556/1956BOT CHORD 1-18=-1654/4109, 17-18=-1659/4115, 13-14=-1159/3507, 12-13=-1756/4624,
8-9=-1637/4080WEBS 2-18=-270/218, 2-17=-266/217, 3-14=-628/404, 4-14=-362/1011, 4-13=-219/268,
5-13=-326/941, 6-13=-1416/731, 9-12=-1613/3989, 7-12=-153/627, 7-9=-800/442, 14-17=-1455/3859, 6-12=-155/634
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 23-0-0, Exterior(2) 23-0-0 to27-2-15, Interior(1) 27-2-15 to 29-5-0, Exterior(2) 29-5-0 to 33-7-15, Interior(1) 33-7-15 to 52-5-0 zone; cantilever left and rightexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1128 lb uplift at joint 1 and 1127 lb uplift
at joint 8.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A10
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066401
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:49 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-cq3kO7boxzRLAL5KxkP862cgChJI9YHUNcblljymHKm
Scale = 1:94.5
1
2
3
4 5 6
7
8
9
10
2120
19 1817
1615
14
1312 11
30
31
32
33
34 35
6x8
1.5x8 STP 1.5x8 STP
5x6 5x6
6x8 7x10
7x10
5x6
2x4 7x10 3x8
3x6
8x10
5x6
2x4
2x4
5x8
2x4
6x8
7x10
6x8
7x10
1-2-81-2-8
1-6-8
0-4-0
9-0-87-6-0
16-6-87-6-0
23-6-87-0-0
24-0-80-6-0
27-5-03-4-8
36-6-89-1-8
37-0-80-6-0
43-8-86-8-0
50-10-87-2-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
9-0-87-6-0
16-6-87-6-0
23-6-87-0-0
24-0-80-6-0
25-0-0
0-11-8
27-5-02-5-0
31-11-124-6-12
32-2-120-3-0
36-6-84-3-12
37-0-80-6-0
43-8-86-8-0
50-10-87-2-0
52-5-01-6-8
0-4-
1
10-9
-1
0-4-
1
1-0-
0
10-9
-1
5.00 12
Plate Offsets (X,Y)-- [1:0-1-0,1-5-14], [1:0-4-11,Edge], [2:0-3-0,0-3-4], [3:0-4-0,Edge], [5:0-3-0,0-2-4], [6:0-3-0,0-2-4], [8:0-4-0,0-3-0], [9:0-3-0,0-3-0], [10:0-4-11,Edge],[10:0-1-0,1-5-14], [11:0-3-8,0-4-0], [14:0-3-12,Edge], [16:0-3-12,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
1.000.870.97
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.52
-1.560.33
(loc)17
14-1510
l/defl>999>403
n/a
L/d240180n/a
PLATESMT20
Weight: 366 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
1-2,9-10,8-9: 2x4 SP No.1BOT CHORD 2x6 SP M 26 *Except*
14-16: 2x4 SP M 31, 17-20: 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
16-19,11-14: 2x4 SP No.2WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 2-19, 16-19, 3-16, 5-16, 5-15, 7-15, 11-14,
4-18
REACTIONS. (size) 1=0-8-0, 10=0-8-0Max Horz 1=306(LC 11)Max Uplift 1=-1130(LC 12), 10=-1128(LC 12)Max Grav 1=2629(LC 1), 10=2632(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4585/1985, 2-3=-4279/1931, 3-4=-3825/1815, 4-5=-3776/1949, 5-6=-3244/1667,
6-7=-3578/1744, 7-8=-5018/2376, 8-9=-5025/2219, 9-10=-4559/1964BOT CHORD 1-21=-1664/4110, 19-21=-1670/4116, 15-16=-1008/3220, 14-15=-1371/3850,
10-11=-1648/4087WEBS 2-19=-368/266, 16-19=-1427/3806, 3-16=-653/410, 5-16=-763/1328, 5-15=-144/366,
6-15=-458/1037, 7-15=-1148/669, 7-14=-634/1345, 11-14=-1622/3994, 9-14=-92/570, 9-11=-808/450, 4-16=-409/393, 8-14=-485/371
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 25-0-0, Exterior(2) 25-0-0 to31-7-15, Interior(1) 31-7-15 to 52-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1130 lb uplift at joint 1 and 1128 lb uplift
at joint 10.7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A11
Truss Type
Roof Special
Qty
2
Ply
1
Job Reference (optional)
T21066402
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:50 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-40d7cTcQiGZCoVgWVSwNfG9rw4hIu0aecGKIH9ymHKl
Scale = 1:91.4
1
2
3
4
5
6
7
8
9
21 2019
1817 16
15
1413 12
1110
30
31
32
33
5x8
1.5x8 STP 1.5x8 STP
5x6
6x8
4x10 MT20HS
5x6
8x10
6x12 MT20HS
3x6
3x6
5x8
3x6
5x12
7x10
5x6
2x4 2x4
2x4
6x8
7x10
6x8
7x10
1-2-81-2-8
1-6-8
0-4-0
8-8-87-2-0
15-4-86-8-0
15-10-80-6-0
21-0-85-2-0
26-2-85-2-0
28-4-82-2-0
28-10-8
0-6-035-10-8
7-0-043-4-87-6-0
50-10-87-6-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
8-8-87-2-0
15-4-86-8-0
15-10-80-6-0
21-0-85-2-0
26-2-85-2-0
28-4-82-2-0
28-10-8
0-6-035-10-8
7-0-043-4-87-6-0
50-10-87-6-0
52-5-01-6-8
0-4-
1
11-3
-1
0-4-
1
1-0-
0
5.00 12
Plate Offsets (X,Y)-- [1:0-1-0,1-5-14], [1:0-4-11,Edge], [2:0-3-0,0-3-0], [3:0-4-0,0-3-0], [7:0-4-0,Edge], [8:0-3-0,0-3-4], [9:0-4-11,Edge], [9:0-1-0,1-5-14], [15:0-6-4,Edge],[18:0-8-0,Edge], [21:0-3-8,0-4-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
1.000.760.90
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.55
-1.160.36
(loc)14
17-189
l/defl>999>541
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 363 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
1-2,8-9: 2x4 SP No.1BOT CHORD 2x6 SP M 26 *Except*
15-18: 2x4 SP No.1, 11-14: 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
18-21,12-15: 2x4 SP No.2WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 18-21, 3-17, 4-16, 5-16, 6-16, 12-15, 7-15,
8-12
REACTIONS. (size) 1=0-8-0, 9=0-8-0Max Horz 1=-321(LC 10)Max Uplift 1=-1128(LC 12), 9=-1130(LC 12)Max Grav 1=2632(LC 1), 9=2629(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4560/1964, 2-3=-5025/2220, 3-4=-4172/1940, 4-5=-3421/1706, 5-6=-3382/1736,
6-7=-3824/1814, 7-8=-4278/1931, 8-9=-4584/1985BOT CHORD 1-21=-1648/4088, 17-18=-1732/4581, 16-17=-1298/3764, 15-16=-1135/3443,
10-12=-1669/4115, 9-10=-1664/4109WEBS 2-21=-808/450, 18-21=-1621/3991, 2-18=-68/499, 3-17=-1125/597, 4-17=-340/947,
4-16=-1294/654, 5-16=-1132/2264, 6-16=-1201/649, 12-15=-1426/3803, 7-15=-660/411, 8-12=-376/266, 3-18=-181/598, 6-15=-399/924
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 26-2-8, Exterior(2) 26-2-8 to29-0-4, Interior(1) 29-0-4 to 52-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1128 lb uplift at joint 1 and 1130 lb uplift
at joint 9.7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A12
Truss Type
Common
Qty
5
Ply
1
Job Reference (optional)
T21066403
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:52 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-0Plt18egEupw1oqvctyrkhEEvuM8Mzzw3apPM2ymHKj
Scale = 1:89.8
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 10
25
26 27
28
29 30
5x8
1.5x8 STP 1.5x8 STP
5x6
5x8
7x10 7x10 4x6
3x6
7x10
5x6
2x4 4x6
3x6
5x6
2x4 6x8
7x10
6x8
7x10
1-2-81-2-8
1-6-8
0-4-0
7-8-86-2-0
13-10-86-2-0
20-0-86-2-0
26-2-86-2-0
32-4-86-2-0
38-6-86-2-0
44-8-86-2-0
50-10-86-2-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
7-8-86-2-0
13-10-86-2-0
20-0-86-2-0
26-2-86-2-0
32-4-86-2-0
38-6-86-2-0
44-8-86-2-0
50-10-86-2-0
52-5-01-6-8
0-4-
1
11-3
-1
0-4-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-4-11,Edge], [2:0-3-0,0-3-0], [4:0-4-0,0-3-0], [6:0-4-0,0-3-0], [8:0-3-0,0-3-0], [9:0-4-11,Edge], [11:0-5-0,0-4-8], [13:0-5-0,0-4-8], [15:0-5-0,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.780.730.72
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.44
-0.900.21
(loc)13-1413-14
9
l/defl>999>697
n/a
L/d240180n/a
PLATESMT20
Weight: 349 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
1-2,8-9: 2x4 SP No.1BOT CHORD 2x6 SP M 26 *Except*
11-13,13-15: 2x6 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 5-13, 6-13, 7-12, 4-13, 3-14
REACTIONS. (size) 1=0-8-0, 9=0-8-0Max Horz 1=-321(LC 10)Max Uplift 1=-1134(LC 12), 9=-1134(LC 12)Max Grav 1=2621(LC 1), 9=2621(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4450/1945, 2-3=-4455/2013, 3-4=-3833/1830, 4-5=-3146/1621, 5-6=-3146/1621,
6-7=-3833/1830, 7-8=-4455/2013, 8-9=-4450/1945BOT CHORD 1-16=-1643/4035, 15-16=-1651/4044, 14-15=-1566/4031, 13-14=-1227/3442,
12-13=-1227/3441, 11-12=-1566/4031, 10-11=-1651/4009, 9-10=-1643/3998WEBS 5-13=-932/1880, 6-13=-1137/605, 6-12=-233/700, 7-12=-815/459, 7-11=-41/352,
8-10=-385/256, 4-13=-1138/605, 4-14=-233/700, 3-14=-815/459, 3-15=-41/352, 2-16=-385/256
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 26-2-8, Exterior(2) 26-2-8 to29-2-8, Interior(1) 29-2-8 to 52-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1134 lb uplift at joint 1 and 1134 lb uplift
at joint 9.6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A14
Truss Type
Roof Special
Qty
2
Ply
1
Job Reference (optional)
T21066404
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:53 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-UbJFEUfI?BxmfyO5AaT4GunPMIix5Ne4IEZyuUymHKi
Scale = 1:103.0
1
2
3
4
5
6
7
8
9
1918
17 16 15
14 13
12 11 10
29
30 31
32
33
5x12
1.5x8 STP1.5x8 STP
6x12 MT20HS
4x6
6x8 3x4
7x10
4x6
3x4
5x8
2x4 7x10
10x20 MT20HS
3x6
8x12
3x6
2x4
2x4
2x4
6x8
7x10
6x8
7x10
1-2-81-2-8
1-6-8
0-4-0
9-9-38-2-11
17-11-138-2-11
26-2-88-2-11
28-2-82-0-0
31-10-83-8-0
38-2-86-4-0
44-6-86-4-0
50-10-86-4-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
9-9-38-2-11
17-11-138-2-11
26-2-88-2-11
28-2-82-0-0
31-10-83-8-0
38-2-86-4-0
44-6-86-4-0
50-10-86-4-0
52-5-01-6-8
0-4-
1
11-3
-1
0-4-
1
2-0-
0
5.00 12
Plate Offsets (X,Y)-- [1:0-1-0,1-5-14], [1:0-4-11,Edge], [2:0-4-0,0-3-0], [3:0-6-0,0-3-0], [7:0-3-0,Edge], [9:0-4-11,Edge], [9:0-0-8,1-5-14], [11:0-2-0,0-5-0], [14:0-3-8,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.800.760.94
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.54
-1.190.37
(loc)13-1413-14
9
l/defl>999>530
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 352 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP M 31 *Except*
4-7: 2x4 SP No.2, 7-9: 2x4 SP No.1BOT CHORD 2x6 SP M 26 *Except*
4-16: 2x4 SP No.2, 13-14: 2x4 SP No.1, 5-12: 2x4 SP No.311-12: 2x6 SP No.2
WEBS 2x4 SP No.3 *Except* 11-13,14-17: 2x4 SP No.2
WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied. Except:
1 Row at midpt 4-1410-0-0 oc bracing: 14-16
WEBS 1 Row at midpt 2-17, 5-14, 11-13, 14-17, 3-14
REACTIONS. (size) 1=0-8-0, 9=0-8-0Max Horz 1=321(LC 11)Max Uplift 1=-1124(LC 12), 9=-1124(LC 12)Max Grav 1=2640(LC 1), 9=2642(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4647/1989, 2-3=-4186/1875, 3-4=-3890/1776, 4-5=-3844/1793, 5-6=-4958/2181,
6-8=-4482/1977, 8-9=-4512/1935BOT CHORD 1-19=-1656/4157, 17-19=-1661/4160, 4-14=-1014/2361, 13-14=-1545/4494,
5-13=-413/1132, 10-11=-1634/4054, 9-10=-1634/4054WEBS 2-17=-522/345, 3-17=-389/210, 5-14=-1567/774, 11-13=-1571/4185, 6-13=-17/566,
6-11=-973/430, 8-10=-371/246, 14-17=-1363/3781, 3-14=-533/398
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 26-2-8, Exterior(2) 26-2-8 to29-2-8, Interior(1) 29-2-8 to 52-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1124 lb uplift at joint 1 and 1124 lb uplift
at joint 9.7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A15L
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066405
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:56 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-vA_OsWhBI6JLWQ7grj1nuXPsxVgvIm7W_CncVpymHKf
Scale = 1:94.5
1
2
3
4 5
6
7
8
1615
14 13 12 1110
9
25
26 27
28
29 30
5x12
1.5x8 STP 1.5x8 STP
5x12 5x8
5x12
7x10 WB
5x8
2x4 4x6 7x10
5x8
4x6
5x8
2x4
7x10 WB
6x8
6x12 MT20HS
6x8
6x12 MT20HS
1-2-81-2-8
1-6-8
0-4-0
9-5-117-11-3
17-4-137-11-3
25-4-07-11-3
27-1-01-9-0
35-0-37-11-3
42-11-57-11-3
50-10-87-11-3
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
9-5-117-11-3
17-4-137-11-3
25-4-07-11-3
27-1-01-9-0
35-0-37-11-3
42-11-57-11-3
50-10-87-11-3
52-5-01-6-8
0-4-
1
10-1
0-11
0-4-
1
10-1
0-11
5.00 12
Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-4-11,Edge], [2:0-4-0,0-3-0], [3:0-6-0,0-3-0], [4:0-8-8,0-2-0], [5:0-5-0,0-2-4], [6:0-6-0,0-3-0], [7:0-4-0,0-3-0], [8:0-4-11,Edge], [8:0-0-4,Edge], [13:0-5-0,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.971.000.77
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.43
-0.910.22
(loc)13-1414-16
8
l/defl>999>692
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 348 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.1 *Except*
4-5: 2x4 SP No.2BOT CHORD 2x6 SP M 26 *Except*
10-13,13-15: 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
3-13,4-13,4-12,5-12,6-12: 2x4 SP No.2OTHERS 2x4 SP No.3WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 2-14, 3-13, 4-12, 6-12, 7-11
REACTIONS. (size) 1=0-8-0, 8=0-8-0Max Horz 1=311(LC 11)Max Uplift 1=-1134(LC 12), 8=-1134(LC 12)Max Grav 1=2621(LC 1), 8=2621(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4594/2002, 2-3=-4188/1917, 3-4=-3266/1629, 4-5=-2905/1590, 5-6=-3272/1631,
6-7=-4184/1915, 7-8=-4597/2003BOT CHORD 1-16=-1673/4163, 14-16=-1677/4167, 13-14=-1404/3799, 12-13=-916/2893,
11-12=-1402/3756, 9-11=-1678/4119, 8-9=-1674/4115WEBS 2-14=-463/304, 3-14=-97/560, 3-13=-1273/666, 4-13=-364/862, 4-12=-187/324,
5-12=-399/905, 6-12=-1255/657, 6-11=-88/545, 7-11=-469/307
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 25-4-0, Exterior(2) 25-4-0 to31-3-15, Interior(1) 31-3-15 to 52-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1134 lb uplift at joint 1 and 1134 lb uplift
at joint 8.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A16L
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066406
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:57 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-NMYm4sip3QRC7aitPQY0Rkx2Hv481GIgDsXA1FymHKe
Scale = 1:90.9
1
2
3
4 5
6
7
8
14 13 12 11 10 9
23
24
25 26
27
28
29 30 31
5x6
1.5x8 STP
1.5x8 STP
5x8 5x6
5x6
7x10 2x4
3x6
7x10 5x8
3x6
7x10 2x4 6x8
7x10
6x8
7x10
1-2-81-2-8
1-6-8
0-4-0
8-9-117-3-3
16-0-137-3-3
23-4-07-3-3
29-1-05-9-0
36-4-37-3-3
43-7-57-3-3
50-10-87-3-3
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
8-9-117-3-3
16-0-137-3-3
23-4-07-3-3
29-1-05-9-0
36-4-37-3-3
43-7-57-3-3
50-10-87-3-3
52-5-01-6-8
0-4-
1
10-0
-11
0-4-
1
10-0
-11
5.00 12
Plate Offsets (X,Y)-- [1:0-1-0,1-5-14], [1:0-4-11,Edge], [2:0-3-0,0-3-0], [4:0-4-0,0-2-2], [7:0-3-0,0-3-0], [8:0-1-0,1-5-14], [8:0-4-11,Edge], [10:0-5-0,0-4-8], [12:0-5-0,0-4-8],[13:0-5-0,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.930.740.58
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.43
-0.890.21
(loc)11-1211-12
8
l/defl>999>709
n/a
L/d240180n/a
PLATESMT20
Weight: 335 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
1-2,7-8: 2x4 SP No.1BOT CHORD 2x6 SP M 26 *Except*
10-12,12-13: 2x6 SP No.2WEBS 2x4 SP No.3 *Except*
4-11: 2x4 SP No.2WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 3-12, 4-11, 6-11
REACTIONS. (size) 1=0-8-0, 8=0-8-0Max Horz 1=286(LC 11)Max Uplift 1=-1134(LC 12), 8=-1134(LC 12)Max Grav 1=2621(LC 1), 8=2621(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4549/1985, 2-3=-4300/1958, 3-4=-3496/1711, 4-5=-3116/1652, 5-6=-3485/1705,
6-7=-4299/1958, 7-8=-4550/1986BOT CHORD 1-14=-1666/4204, 13-14=-1672/4210, 12-13=-1471/3994, 11-12=-1037/3178,
10-11=-1470/3870, 9-10=-1672/4085, 8-9=-1667/4079WEBS 2-14=-268/220, 2-13=-295/225, 3-13=-70/476, 3-12=-1103/587, 4-12=-327/944,
5-11=-327/861, 6-11=-1110/589, 6-10=-68/475, 7-10=-296/226, 7-9=-266/219
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 23-4-6, Exterior(2) 23-4-6 to27-7-4, Interior(1) 27-7-4 to 29-1-0, Exterior(2) 29-1-0 to 33-3-15, Interior(1) 33-3-15 to 52-5-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1134 lb uplift at joint 1 and 1134 lb uplift
at joint 8.7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A17L
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066407
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:45:59 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-JlgWVYj3a1hwNtsFXraVW91QajlPVByygA0G68ymHKc
Scale = 1:90.9
1
2
3
4
5 6 7
8
9
10
11
18 17 1615
14 13 12
27
28
29 30 31 32
33
34
35 36 37 38
4x6
1.5x8 STP
1.5x8 STP
5x6 5x6
4x6
7x10
3x6
2x4
3x6
5x8
3x6
5x8
3x6
7x10
3x6
2x4 4x10 MT20HS6x8
7x10
6x8
7x10
1-2-81-2-8
1-6-8
0-4-0
8-1-116-7-3
14-8-136-7-3
21-4-06-7-3
31-1-09-9-0
37-8-36-7-3
44-3-56-7-3
50-10-86-7-3
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
8-1-116-7-3
14-8-136-7-3
21-4-06-7-3
26-2-84-10-8
31-1-04-10-8
37-8-36-7-3
44-3-56-7-3
50-10-86-7-3
52-5-01-6-8
0-4-
1
9-2-
11
0-4-
1
9-2-
11
5.00 12
Plate Offsets (X,Y)-- [1:0-0-8,1-5-14], [1:0-4-11,Edge], [3:0-3-0,Edge], [5:0-3-0,0-2-4], [7:0-3-0,0-2-4], [9:0-3-0,Edge], [11:0-0-8,1-5-14], [11:0-4-11,Edge], [13:0-5-0,0-4-8],[17:0-5-0,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.810.760.57
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.43
-0.990.21
(loc)14-1614-16
11
l/defl>999>632
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 338 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
1-3,9-11: 2x4 SP No.1BOT CHORD 2x6 SP M 26 *Except*
13-15,15-17: 2x6 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 4-16, 6-16, 6-14, 8-14
REACTIONS. (size) 1=0-8-0, 11=0-8-0Max Horz 1=262(LC 11)Max Uplift 1=-1134(LC 12), 11=-1134(LC 12)Max Grav 1=2621(LC 1), 11=2621(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4498/1965, 2-4=-4396/1995, 4-5=-3707/1774, 5-6=-3347/1710, 6-7=-3347/1710,
7-8=-3707/1774, 8-10=-4396/1995, 10-11=-4498/1965BOT CHORD 1-18=-1658/4175, 17-18=-1658/4175, 16-17=-1534/4099, 14-16=-1212/3453,
13-14=-1534/3971, 12-13=-1658/4039, 11-12=-1658/4039WEBS 2-18=-329/243, 4-17=-51/371, 4-16=-937/530, 5-16=-386/1005, 6-16=-411/181,
6-14=-411/181, 7-14=-386/1005, 8-14=-937/530, 8-13=-51/371, 10-12=-329/243
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 21-4-0, Exterior(2) 21-4-0 to25-6-15, Interior(1) 25-6-15 to 31-1-0, Exterior(2) 31-1-0 to 35-3-15, Interior(1) 35-3-15 to 52-5-0 zone; cantilever left and rightexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1134 lb uplift at joint 1 and 1134 lb uplift
at joint 11.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A18L
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066408
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:00 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-nxEuitkhLLqn_1RR4Y5k3NZdm657EaP6vqmqeaymHKb
Scale: 1/8"=1'
1
23
4
56 7 8
9
10
11
12
20 19 18 17 16 15 14 13
31
3233
34
35
36 37 38
3x6
1.5x8 STP
1.5x8 STP
6x8
5x8 5x6
3x6
5x6
3x6
2x4
3x6
3x6
5x8
2x4 5x8
3x6
5x6
3x6
2x4
6x12 MT20HS4x6
4x10 MT20HS
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
8-1-36-6-11
14-7-136-6-11
21-2-86-6-11
23-0-81-10-0
23-1-0
0-0-8
28-1-05-0-0
33-1-05-0-0
39-0-35-11-3
44-11-55-11-3
50-10-85-11-3
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
8-1-36-6-11
14-7-136-6-11
21-2-86-6-11
23-1-01-10-8
28-1-05-0-0
33-1-05-0-0
39-0-35-11-3
44-11-55-11-3
50-10-85-11-3
52-5-01-6-8
0-4-
1
8-4-
11
9-2-
1
0-4-
1
8-4-
11
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-5-6], [1:0-0-14,Edge], [8:0-3-0,0-2-4], [12:0-0-0,1-5-6], [12:0-0-14,Edge], [14:0-3-0,0-3-0], [19:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.660.720.81
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.11
-0.270.06
(loc)13-1413-14
12
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 328 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 4-18, 9-15, 5-17, 7-17
REACTIONS. (size) 17=0-4-0, 1=0-8-0, 12=0-8-0Max Horz 1=260(LC 11)Max Uplift 17=-1391(LC 12), 1=-354(LC 12), 12=-523(LC 12)Max Grav 17=3262(LC 1), 1=895(LC 21), 12=1240(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1101/425, 2-4=-409/257, 4-5=-110/886, 5-6=-212/1263, 6-7=-209/1142,
7-8=-474/442, 8-9=-619/402, 9-11=-1342/636, 11-12=-1842/790BOT CHORD 1-20=-254/948, 19-20=-254/948, 18-19=-251/310, 17-18=-769/570, 16-17=-316/329,
15-16=-316/329, 14-15=-303/1155, 13-14=-592/1607, 12-13=-592/1607WEBS 2-20=0/251, 2-19=-762/440, 4-19=-137/564, 4-18=-1135/593, 5-18=-333/834,
7-16=0/250, 7-15=-485/1157, 9-15=-927/519, 9-14=-98/460, 11-14=-521/326, 5-17=-1894/692, 7-17=-1779/752
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 21-2-8, Exterior(2) 21-2-8 to23-1-0, Interior(1) 23-1-0 to 33-1-0, Exterior(2) 33-1-0 to 36-1-0, Interior(1) 36-1-0 to 52-5-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1391 lb uplift at joint 17, 354 lb uplift at
joint 1 and 523 lb uplift at joint 12.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A19L
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066409
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:02 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-kKMf7Zmyty4VELbqCz8C8ofy6wlviSnPN8FxiTymHKZ
Scale: 1/8"=1'
1
23
4
5 67 8 9
10
11
22 2120
19
1817
16 15 1413
12
31
32 3334
35
36
37 38 39 40
3x6
1.5x8 STP
1.5x8 STP
5x6 5x6
5x6 5x6
5x8
5x8 5x8
4x6
3x6
7x10
6x8
4x6
3x6
5x8 2x4
2x4
2x4
4x6
4x10 MT20HS
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
9-0-87-6-0
16-2-87-2-0
16-6-80-4-0
19-4-0
2-9-821-10-8
2-6-823-0-81-2-0
23-1-0
0-0-8
25-1-0
2-0-035-1-010-0-0
42-11-127-10-12
50-10-87-10-12
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
9-0-87-6-0
16-2-87-2-0
16-6-80-4-0
19-4-0
2-9-821-10-8
2-6-823-1-01-2-8
25-1-0
2-0-030-1-05-0-0
35-1-05-0-0
42-11-127-10-12
50-10-87-10-12
52-5-01-6-8
0-4-
1
7-6-
11
8-4-
11
0-4-
1
1-0-
0
8-4-
11
5.00 12
Plate Offsets (X,Y)-- [1:0-1-0,1-7-6], [1:0-3-5,0-0-10], [5:0-3-0,0-2-4], [6:0-3-0,0-2-4], [10:0-4-0,0-3-4], [11:0-1-8,1-7-6], [11:0-5-1,0-1-10], [16:0-3-8,0-4-4], [19:0-2-4,0-2-8],[22:0-5-0,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.730.830.95
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.16-0.38-0.11
(loc)18-1918-19
16
l/defl>999>731
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 351 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2 *Except*
18-19: 2x4 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x6 SP No.2, Right: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 5-18, 6-16, 7-16, 8-15, 10-14
REACTIONS. (size) 16=0-4-0, 1=0-8-0, 11=0-8-0Max Horz 1=237(LC 11)Max Uplift 16=-973(LC 12), 1=-575(LC 12), 11=-707(LC 12)Max Grav 16=2632(LC 1), 1=1166(LC 21), 11=1501(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1549/830, 2-4=-899/658, 4-5=-881/806, 5-6=0/359, 6-7=-21/381, 7-8=-352/515,
8-9=-1308/888, 9-10=-1515/873, 10-11=-2244/1111BOT CHORD 1-22=-608/1373, 18-19=-47/287, 14-15=-337/881, 12-14=-863/1962, 11-12=-860/1963WEBS 19-22=-599/1336, 2-19=-660/374, 5-18=-1098/410, 16-18=-1418/371, 6-18=-342/56,
7-16=-1423/647, 7-15=-305/1188, 8-15=-1174/493, 8-14=-182/695, 10-14=-790/483, 4-19=-459/367, 5-19=-568/1156
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-4-0, Exterior(2) 19-4-0 to22-4-0, Interior(1) 22-4-0 to 23-1-0, Exterior(2) 23-1-0 to 25-1-0, Interior(1) 25-1-0 to 35-1-0, Exterior(2) 35-1-0 to 38-1-0, Interior(1)38-1-0 to 52-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 973 lb uplift at joint 16, 575 lb uplift at
joint 1 and 707 lb uplift at joint 11.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A20L
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066410
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:03 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-CWv1KvmaeGCMrV90mhfRg?B6uK4TRwrYbo_UFvymHKY
Scale = 1:99.1
1
23
4 5 6 7 89 10 11
12
13
24 2322
2120
1918
17 16 15 14
35
3637 38
39 40
41
42
43 44
3x6
1.5x8 STP
1.5x8 STP
5x6 5x6 5x6
5x6 5x6
5x6
5x6 5x8
3x6
5x8 3x8
3x6 2x4
6x8
7x10
3x6
5x12 2x4 2x4
4x6
4x10 MT20HS
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
9-0-87-6-0
16-0-87-0-0
16-6-80-6-0
18-2-8
1-8-0
19-1-10-10-8
21-10-8
2-9-723-0-81-2-0
25-1-0
2-0-827-1-02-0-0
37-1-010-0-0
43-11-126-10-12
50-10-86-10-12
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
9-0-87-6-0
16-0-87-0-0
16-6-80-6-0
18-2-8
1-8-0
19-1-10-10-8
21-10-8
2-9-723-0-81-2-0
25-1-0
2-0-827-1-02-0-0
32-1-05-0-0
37-1-05-0-0
43-11-126-10-12
50-10-86-10-12
52-5-01-6-8
0-4-
1
7-6-
11
6-8-
11
7-11
-2
0-4-
1
1-0-
0
7-6-
11
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-5-6], [1:0-0-14,Edge], [8:0-3-0,0-2-4], [11:0-3-0,0-2-4], [12:0-3-0,0-3-0], [13:0-0-0,1-5-6], [13:0-0-14,Edge], [15:0-6-0,0-3-0], [16:0-4-4,Edge],[17:0-3-8,0-3-0], [21:0-5-8,0-2-8], [24:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.790.940.83
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.27-0.65-0.13
(loc)15-1615-16
17
l/defl>999>538
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 334 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3 *Except*
7-17: 2x4 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 6-19, 7-17, 10-16, 8-17
REACTIONS. (size) 17=0-4-0, 1=0-8-0, 13=0-8-0Max Horz 1=223(LC 11)Max Uplift 17=-1021(LC 12), 1=-549(LC 12), 13=-682(LC 12)Max Grav 17=2684(LC 1), 1=1133(LC 21), 13=1471(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1580/827, 2-4=-903/629, 4-5=-589/571, 5-6=-564/566, 6-7=0/345, 7-8=0/316,
8-9=-774/728, 9-10=-651/612, 10-11=-1496/921, 11-12=-1703/919, 12-13=-2322/1125BOT CHORD 1-24=-606/1397, 20-21=-242/783, 19-20=-58/355, 15-16=-469/1171, 14-15=-887/2036,
13-14=-885/2038WEBS 21-24=-597/1370, 2-21=-679/393, 4-20=-909/511, 6-19=-1130/399, 17-19=-1345/551,
7-19=-351/238, 9-16=-546/474, 10-16=-984/432, 10-15=-103/485, 12-15=-660/419, 4-21=-199/520, 5-20=-419/434, 6-20=-21/607, 8-17=-1361/541, 8-16=-767/1613
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 18-2-8, Exterior(2) 18-2-8 to19-1-1, Interior(1) 19-1-1 to 25-1-0, Exterior(2) 25-1-0 to 27-1-0, Interior(1) 27-1-0 to 37-1-0, Exterior(2) 37-1-0 to 40-1-0, Interior(1)40-1-0 to 52-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1021 lb uplift at joint 17, 549 lb uplift at
joint 1 and 682 lb uplift at joint 13.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
A21L
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066411
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:05 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-8v1nlboqAtS35oJPt6hvmQHTr7mdvp9r36TbJnymHKW
Scale = 1:97.1
1
2
34
5
6 7 8
9
10
11
12
24 23 22 2120
1918
1716
1514
13
35
36 37 38 39
40 41
42
43 44 45 46
5x6
1.5x8 STP
1.5x8 STP
5x6
5x6 5x6
5x8
5x12 6x8 5x8 5x8 3x6
3x6
2x4
3x6
5x8 2x4
6x8
2x4
3x6
3x6
2x4 4x6
4x10 MT20HS
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
7-5-45-10-12
13-4-05-10-12
23-4-010-0-0
25-4-02-0-0
29-4-84-0-8
30-6-81-2-0
34-2-83-8-0
35-10-81-8-0
37-0-8
1-2-043-4-86-4-0
43-11-80-7-0
50-10-86-11-0
51-2-80-4-0
52-5-0
1-2-8
1-6-81-6-8
7-5-45-10-12
13-4-05-10-12
18-4-05-0-0
23-4-05-0-0
25-4-02-0-0
29-4-84-0-8
30-6-81-2-0
31-3-15
0-9-7
34-2-82-10-8
35-10-81-8-0
37-0-8
1-2-043-4-86-4-0
50-10-87-6-0
52-5-01-6-8
0-4-
1
5-10
-11
6-8-
11
7-11
-2
0-4-
1
1-0-
0
6-8-
11
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-5-6], [1:0-1-6,Edge], [3:0-3-0,0-2-4], [6:0-3-0,0-2-4], [11:0-4-0,0-3-0], [12:0-0-0,1-5-6], [12:0-0-14,Edge], [21:0-3-8,0-3-0], [22:0-2-12,Edge],[23:0-6-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.760.900.91
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.22-0.660.09
(loc)22-2322-23
21
l/defl>999>538
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 314 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
1-23: 2x4 SP No.1WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 6-21
REACTIONS. All bearings 0-4-0 except (jt=length) 1=0-8-0, 12=0-8-0.(lb) - Max Horz 1=-223(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) except 21=-790(LC 12), 15=-336(LC 12), 1=-685(LC 12), 12=-433(LC 12)
Max Grav All reactions 250 lb or less at joint(s) except 21=1992(LC 17), 15=1004(LC 1), 1=1490(LC 21), 12=819(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-2361/1135, 2-3=-1927/995, 3-4=-1696/984, 4-5=-1077/775, 5-6=-1185/871,
6-7=-30/315, 7-8=-3/298, 8-9=-209/378, 9-10=-222/468, 10-11=-191/346, 11-12=-890/570
BOT CHORD 1-24=-915/2157, 23-24=-915/2157, 22-23=-681/1616, 21-22=-235/650, 13-15=-373/726, 12-13=-372/730
WEBS 2-23=-436/311, 3-23=-95/349, 4-22=-769/356, 5-22=-691/500, 8-19=-350/188, 19-21=-687/346, 7-19=-318/216, 15-17=-483/152, 10-17=-384/301, 11-13=0/311, 11-15=-862/466, 6-22=-702/1555, 6-21=-1510/610
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-4-0, Exterior(2) 13-4-0 to16-4-0, Interior(1) 16-4-0 to 25-4-0, Exterior(2) 25-4-0 to 28-4-0, Interior(1) 28-4-0 to 34-2-8, Exterior(2) 34-2-8 to 37-0-8, Interior(1)37-0-8 to 52-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 790 lb uplift at joint 21, 336 lb uplift at
joint 15, 685 lb uplift at joint 1 and 433 lb uplift at joint 12.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
B01L
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066412
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:07 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-4H9YAHp4iVinK6To?WjNrrMpRxR3Nip8WPyhOgymHKU
Scale = 1:73.2
1
2
34
5
6 78
9
10
11
22 21 20 1918
1716
15
1413 12
28
29 30 31
32 33
34 35 36 37
5x6
1.5x8 STP
5x6
5x6 5x6
5x6
5x12 6x8 5x8 2x4 2x4
3x4
2x4
3x4
2x4
6x8
3x4
6x8
4x6
3x8
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
7-3-45-8-12
13-0-05-8-12
23-0-010-0-0
25-0-02-0-0
29-4-84-4-8
30-6-81-2-0
30-11-15
0-5-7
34-2-83-2-8
35-10-81-8-0
37-0-81-2-0
37-2-8
0-2-0
40-5-03-2-8
1-6-81-6-8
7-3-45-8-12
13-0-05-8-12
18-0-05-0-0
23-0-05-0-0
25-0-02-0-0
29-4-84-4-8
30-6-81-2-0
30-11-15
0-5-7
34-2-83-2-8
35-10-81-8-0
37-0-81-2-0
40-5-03-4-8
0-4-
1
5-9-
1
6-7-
1
7-11
-2
5-4-
1
1-0-
0
6-7-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-5-6], [1:0-1-6,Edge], [3:0-3-0,0-2-4], [6:0-3-0,0-2-4], [13:0-3-8,0-3-0], [19:0-3-8,0-3-0], [20:0-2-12,Edge], [21:0-6-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.760.900.90
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.22-0.650.09
(loc)20-2120-21
19
l/defl>999>539
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 270 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
1-21: 2x4 SP No.1WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 6-19
REACTIONS. (size) 19=0-4-0, 13=0-4-0, 1=0-8-0Max Horz 1=320(LC 12)Max Uplift 19=-851(LC 12), 13=-314(LC 13), 1=-615(LC 12)Max Grav 19=1954(LC 17), 13=637(LC 22), 1=1489(LC 21)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-2355/987, 2-3=-1954/840, 3-4=-1725/844, 4-5=-1134/523, 5-6=-1253/599BOT CHORD 1-22=-1094/2109, 21-22=-1094/2109, 20-21=-801/1644, 19-20=-314/699WEBS 2-21=-403/316, 3-21=-41/361, 4-20=-734/427, 5-20=-718/410, 17-19=-675/333,
7-17=-339/227, 13-15=-470/329, 10-15=-456/334, 8-17=-312/147, 6-20=-659/1561, 6-19=-1514/697
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to16-0-0, Interior(1) 16-0-0 to 25-0-0, Exterior(2) 25-0-0 to 28-0-0, Interior(1) 28-0-0 to 34-2-8, Exterior(2) 34-2-8 to 37-0-8, Interior(1)37-0-8 to 40-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 851 lb uplift at joint 19, 314 lb uplift at
joint 13 and 615 lb uplift at joint 1.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
B02L
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066413
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:08 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-YUjwOcqjToqeyG2_YEFcN3v_pLnI68WHl3iFw6ymHKT
Scale = 1:74.2
1
2
34
5
6
7
8
9
10
1112
23 22 21 2019
1817
16
1514 13
29
30 31 32
3334
3536
37 38
5x6
1.5x8 STP
5x6
5x6 3x6
5x6
5x12 5x12 2x4
2x4 2x4
3x4
3x4
6x8
3x4
3x8
3x4
6x8
4x6
2x4 4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
6-3-44-8-12
11-0-04-8-12
21-0-010-0-0
23-0-02-0-0
28-11-155-11-15
29-4-80-4-9
30-6-8
1-2-0
34-2-83-8-0
35-10-81-8-0
37-0-81-2-0
37-2-8
0-2-0
39-2-82-0-0
1-6-81-6-8
6-3-44-8-12
11-0-04-8-12
16-0-05-0-0
21-0-05-0-0
23-0-02-0-0
28-11-155-11-15
29-4-80-4-9
30-6-8
1-2-0
34-2-83-8-0
35-10-81-8-0
37-0-81-2-0
39-2-82-2-0
40-5-01-2-8
0-4-
1
4-11
-1
5-9-
17-11
-2
5-10
-1
1-0-
0
5-9-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-5-6], [1:0-1-10,Edge], [3:0-3-0,0-2-4], [6:0-3-0,0-2-4], [14:0-3-8,0-3-0], [20:0-3-8,0-3-0], [21:0-6-0,0-3-0], [22:0-6-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.720.901.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.18-0.580.09
(loc)21-2221-22
20
l/defl>999>607
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 254 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
21-22,1-22: 2x4 SP No.1WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 6-20
REACTIONS. (size) 20=0-4-0, 14=0-4-0, 1=0-8-0Max Horz 1=300(LC 12)Max Uplift 20=-837(LC 12), 14=-324(LC 12), 1=-616(LC 12)Max Grav 20=1959(LC 21), 14=624(LC 22), 1=1488(LC 21)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-2321/979, 2-3=-2110/920, 3-4=-1902/917, 4-5=-1644/722, 5-6=-1791/811,
7-8=-92/293BOT CHORD 1-23=-1084/2050, 22-23=-1084/2050, 21-22=-984/2012, 20-21=-522/1123WEBS 3-22=-91/436, 4-21=-503/342, 5-21=-880/466, 6-20=-1705/798, 8-17=-66/307,
9-17=-269/161, 14-16=-396/211, 10-16=-382/216, 11-14=-190/325, 18-20=-761/376, 8-18=-721/395, 6-21=-626/1516
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to14-0-0, Interior(1) 14-0-0 to 23-0-0, Exterior(2) 23-0-0 to 26-0-0, Interior(1) 26-0-0 to 34-2-8, Exterior(2) 34-2-8 to 37-0-8, Interior(1)37-0-8 to 40-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 20, 324 lb uplift at
joint 14 and 616 lb uplift at joint 1.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
C1
Truss Type
Jack-Open
Qty
12
Ply
1
Job Reference (optional)
T21066414
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:08 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-YUjwOcqjToqeyG2_YEFcN3v9qL?g6N6Hl3iFw6ymHKT
Scale = 1:6.4
1
2
32x4
0-11-40-10-7
0-11-40-11-4
0-4-
1
0-8-
12
5.00 12
Plate Offsets (X,Y)-- [1:0-0-2,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-MP
0.010.040.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.00
-0.00-0.00
(loc)441
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 3 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 1=MechanicalMax Horz 3=23(LC 12)Max Uplift 3=-42(LC 12), 1=-32(LC 12)Max Grav 3=38(LC 3), 1=45(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 32 lb uplift at
joint 1.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
C3
Truss Type
Jack-Open
Qty
12
Ply
1
Job Reference (optional)
T21066415
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:09 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-1gHIbyrLE6yVaQdA6xmrwGRJIlKdrqMR_jRoSZymHKS
Scale = 1:10.6
1
2
4
33x4
1.5x8 STP
1-2-81-2-8
2-11-41-8-12
1-6-81-6-8
2-11-41-4-12
0-4-
1
1-6-
12
5.00 12
Plate Offsets (X,Y)-- [1:0-4-5,0-1-2]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-MP
0.090.120.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.000.00
-0.00
(loc)442
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 12 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0Max Horz 4=78(LC 12)Max Uplift 2=-42(LC 12), 3=-81(LC 20), 4=-223(LC 12)Max Grav 2=50(LC 17), 3=29(LC 12), 4=310(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 2, 81 lb uplift at joint 3
and 223 lb uplift at joint 4.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
C5A
Truss Type
Jack-Open
Qty
4
Ply
1
Job Reference (optional)
T21066416
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:10 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-VsrgoIsz?Q4MBZCMgfH4SU_Si8fiaHcaCNBM_?ymHKR
Scale = 1:15.1
1
7
8
2
4
34x6
1.5x8 STP
1-2-81-2-8
5-0-53-9-13
1-6-81-6-8
5-0-53-5-13
0-4-
1
2-5-
3
2-0-
12 2-5-
3
5.00 12
Plate Offsets (X,Y)-- [1:0-3-5,0-0-10]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.240.130.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.010.01
-0.01
(loc)3-43-4
2
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 20 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0Max Horz 4=133(LC 12)Max Uplift 2=-101(LC 12), 3=-56(LC 9), 4=-257(LC 12)Max Grav 2=121(LC 1), 3=49(LC 3), 4=360(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-9 zone; cantilever leftand right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 2, 56 lb uplift at joint
3 and 257 lb uplift at joint 4.6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord. This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
C5B
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
T21066417
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:10 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-VsrgoIsz?Q4MBZCMgfH4SU_T48eCaHcaCNBM_?ymHKR
Scale = 1:15.1
1
2
6
5
10
11
3
7
4
3x4
1.5x8 STP
2x4
2x4
3x4
1-2-81-2-8
1-6-80-4-0
3-10-82-4-0
5-0-51-1-13
1-6-81-6-8
3-10-82-4-0
5-0-51-1-13
0-4-
1
2-5-
3
1-5-
3
2-0-
12
1-0-
0
5.00 12
Plate Offsets (X,Y)-- [1:0-4-5,0-1-2]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.160.230.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.01
-0.010.00
(loc)554
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 21 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
1-6: 2x6 SP No.2, 2-6: 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 7=0-8-0Max Horz 7=133(LC 12)Max Uplift 3=-51(LC 12), 4=-32(LC 12), 7=-191(LC 12)Max Grav 3=77(LC 17), 4=72(LC 17), 7=360(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-9 zone; cantilever leftand right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3, 32 lb uplift at joint 4
and 191 lb uplift at joint 7.6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord. This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
CJ5A
Truss Type
Jack-Open
Qty
1
Ply
1
Job Reference (optional)
T21066418
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:11 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-z3O30etbmjCDpjnZEMoJ?hXcvYyvJksjR1wvXRymHKQ
Scale = 1:15.0
1
2
9
3
4
4x6
4x6
3-9-133-9-13
3-9-133-9-13
0-10
-1
2-5-
3
5.00 12
Plate Offsets (X,Y)-- [1:0-1-8,0-0-1]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-MP
0.280.260.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.02
-0.030.01
(loc)4-74-7
1
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 17 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2SLIDER Left 2x6 SP No.2 2-0-0
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=MechanicalMax Horz 1=99(LC 12)Max Uplift 1=-46(LC 12), 3=-105(LC 12), 4=-11(LC 12)Max Grav 1=188(LC 1), 3=132(LC 17), 4=72(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-9-1 zone; cantilever leftand right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1, 105 lb uplift at joint
3 and 11 lb uplift at joint 4.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
CJ6A
Truss Type
Jack-Open Girder
Qty
1
Ply
1
Job Reference (optional)
T21066419
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:11 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-z3O30etbmjCDpjnZEMoJ?hXVUYsxJjnjR1wvXRymHKQ
Scale = 1:19.4
1
2
37 8
2x4
1.5x8 STP
2x4 8x10 3x12 MT20HS
5-9-85-9-8
5-9-85-9-8
0-10
-1
3-3-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,0-3-5], [1:0-4-2,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MP
0.750.650.07
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.11
-0.210.03
(loc)3-63-6
1
l/defl>597>321
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 35 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x6 SP No.2BOT CHORD 2x6 SP M 26WEBS 2x4 SP No.3WEDGELeft: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins.BOT CHORD Rigid ceiling directly applied or 8-5-4 oc bracing.
REACTIONS. (size) 3=Mechanical, 1=0-8-0Max Horz 1=149(LC 8)Max Uplift 3=-648(LC 8), 1=-334(LC 8)Max Grav 3=1261(LC 1), 1=819(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-3=-328/208
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.602) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 648 lb uplift at joint 3 and 334 lb uplift at
joint 1.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 160 lb down and 63 lb up at
1-10-9, and 1355 lb down and 695 lb up at 3-10-4 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-2=-80, 3-4=-20
Concentrated Loads (lb)Vert: 7=-160(B) 8=-1355(B)
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
D01L
Truss Type
Roof Special
Qty
1
Ply
1
Job Reference (optional)
T21066420
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:12 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-RFyRD_tDW1K4RtLln4JYYv3bmyAG2_ltghgS3uymHKP
Scale = 1:49.6
1
2
34
5
6 7
11 10 9 8
17
18
19 20
21 22 234x6
1.5x8 STP
4x6
5x6 5x6
6x8 5x12
3x4
3x4
5x12 2x4 4x6
3x12 MT20HS
1-2-81-2-8
1-6-80-4-0
4-6-02-11-8
9-0-04-6-0
19-0-010-0-0
21-0-02-0-0
28-11-87-11-8
1-6-81-6-8
4-6-02-11-8
9-0-04-6-0
14-0-05-0-0
19-0-05-0-0
21-0-02-0-0
28-8-07-8-0
28-11-80-3-8
0-4-
1
4-1-
1
4-11
-1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-1-10,Edge], [6:0-3-0,0-2-4], [7:Edge,0-3-8], [9:0-6-0,0-3-0], [10:0-6-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.970.830.85
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.20-0.580.10
(loc)8-9
9-108
l/defl>999>598
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 156 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 6-8
REACTIONS. (size) 8=Mechanical, 1=0-8-0Max Horz 1=291(LC 12)Max Uplift 8=-621(LC 12), 1=-626(LC 12)Max Grav 8=1378(LC 1), 1=1504(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-2222/969, 2-3=-2309/1005, 3-4=-2091/995, 4-5=-2343/1006, 5-6=-2528/1104,
7-8=-305/221BOT CHORD 1-11=-1104/1968, 10-11=-1104/1968, 9-10=-1250/2512, 8-9=-835/1722WEBS 3-10=-118/502, 4-10=-529/264, 5-9=-1100/530, 6-8=-1921/940, 6-9=-601/1569
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to12-0-0, Interior(1) 12-0-0 to 21-0-0, Exterior(2) 21-0-0 to 24-0-0, Interior(1) 24-0-0 to 28-9-12 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 621 lb uplift at joint 8 and 626 lb uplift at
joint 1.9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
D02L
Truss Type
Roof Special Girder
Qty
1
Ply
1
Job Reference (optional)
T21066421
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:13 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-vRWpRKurHLSx21wxLnqn46crRMXnnTX0uLP0bKymHKO
Scale = 1:49.5
1
2 3
4
5 6 7
12 11 10 9 8
17 18 19 20
21
22 23 24
4x6
1.5x8 STP
5x6
4x6 2x4
6x8 3x6
5x8
3x4 8x10
5x8
8x14 MT20HS6x8
7x10
1-2-81-2-8
1-6-80-4-0
7-0-05-5-8
12-0-05-0-0
17-0-05-0-0
19-0-02-0-0
28-11-69-11-6
28-11-80-0-2
1-6-81-6-8
7-0-05-5-8
12-0-05-0-0
17-0-05-0-0
19-0-02-0-0
23-11-124-11-12
28-11-84-11-12
0-4-
1
3-3-
14-1-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-4-11,Edge], [8:Edge,0-4-4], [9:0-4-8,0-5-0], [11:0-7-0,0-4-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MSH
0.660.750.76
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.33
-0.630.12
(loc)11-1211-12
8
l/defl>999>549
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 173 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP M 31 *Except*
4-5,5-7: 2x4 SP No.2BOT CHORD 2x6 SP M 26 *Except*
8-9: 2x6 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing.WEBS 1 Row at midpt 3-12, 6-8
REACTIONS. (size) 8=Mechanical, 1=0-8-0Max Horz 1=238(LC 8)Max Uplift 8=-894(LC 8), 1=-1323(LC 8)Max Grav 8=1891(LC 1), 1=2742(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4545/2232, 2-3=-4153/2123, 3-4=-5273/2531, 4-5=-4089/1897, 5-6=-3753/1778BOT CHORD 1-12=-2149/4087, 11-12=-3187/6341, 10-11=-3187/6341, 9-10=-2570/5254,
8-9=-1079/2161WEBS 2-12=-519/1303, 3-12=-2544/1176, 3-10=-1242/795, 4-10=-383/378, 4-9=-2631/1390,
5-9=-551/1292, 6-9=-872/1986, 6-8=-2686/1351, 3-11=-601/1408
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 894 lb uplift at joint 8 and 1323 lb uplift
at joint 1.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 173 lb up at
7-0-0, and 139 lb down and 168 lb up at 9-1-1 on top chord, and 251 lb down and 166 lb up at 5-1-1, 51 lb down at 7-1-1, and 51 lbdown at 9-1-1, and 1241 lb down and 668 lb up at 11-1-12 on bottom chord. The design/selection of such connection device(s) isthe responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
D02L
Truss Type
Roof Special Girder
Qty
1
Ply
1
Job Reference (optional)
T21066421
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:13 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-vRWpRKurHLSx21wxLnqn46crRMXnnTX0uLP0bKymHKO
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-2=-80, 2-4=-80, 4-5=-80, 5-7=-80, 1-8=-20
Concentrated Loads (lb)Vert: 2=-99(B) 12=-31(B) 18=-99(B) 22=-251(B) 23=-31(B) 24=-1241(B)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
EJ7
Truss Type
Jack-Open
Qty
24
Ply
1
Job Reference (optional)
T21066422
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:14 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-Ne4BegvT2eaogBV8vUL0dK8?3mtiW5bA7?9Z7mymHKN
Scale = 1:18.8
1
910
2
35x8
3x12 MT20HS
1.5x8 STP
1-2-81-2-8
7-0-05-9-8
1-6-81-6-8
7-0-05-5-8
0-4-
1
3-3-
1
2-10
-10
3-3-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-5-1,0-0-10], [1:0-0-4,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.730.710.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.220.18
-0.06
(loc)3-83-8
2
l/defl>382>472
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 26 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0Max Horz 1=183(LC 12)Max Uplift 2=-171(LC 12), 3=-100(LC 12), 1=-297(LC 12)Max Grav 2=194(LC 1), 3=108(LC 3), 1=420(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever leftand right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 2, 100 lb uplift at
joint 3 and 297 lb uplift at joint 1.7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
EJ7A
Truss Type
Jack-Open
Qty
6
Ply
1
Job Reference (optional)
T21066423
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:15 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-rqeZs0w6pyifIL4KTCtF9XhF99G5FYrJMfu7gCymHKM
Scale = 1:18.8
1
2
6
5
1213
3
4
2x4
1.5x8 STP
3x4
4x10 MT20HS
5x8
3x12 MT20HS
1-2-81-2-8
1-6-80-4-0
3-10-82-4-0
7-0-03-1-8
1-6-81-6-8
3-10-82-4-0
7-0-03-1-8
0-4-
1
3-3-
1
2-3-
1
2-10
-10
1-0-
0
5.00 12
Plate Offsets (X,Y)-- [1:0-4-11,0-0-7], [1:0-0-4,Edge]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.390.570.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.10
-0.140.06
(loc)4-54-5
4
l/defl>847>590
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 28 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
2-6: 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 1=0-8-0Max Horz 1=183(LC 12)Max Uplift 3=-127(LC 12), 4=-38(LC 12), 1=-135(LC 12)Max Grav 3=172(LC 1), 4=112(LC 3), 1=420(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-288/141BOT CHORD 1-6=-275/248
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever leftand right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 3, 38 lb uplift at joint
4 and 135 lb uplift at joint 1.7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
EJ7B
Truss Type
Half Hip Girder
Qty
5
Ply
1
Job Reference (optional)
T21066424
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:15 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-rqeZs0w6pyifIL4KTCtF9XhJY9MsFXTJMfu7gCymHKM
Scale = 1:16.9
1
2 3
5 4
5x8
1.5x8 STP
2x4
2x4
3x4
5x8
3x12 MT20HS
2x4
1-2-81-2-8
1-6-80-4-0
5-0-53-5-13
7-0-01-11-11
1-6-81-6-8
5-0-53-5-13
7-0-01-11-11
0-4-
1
2-5-
3
5.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-4], [1:0-0-4,Edge], [1:0-5-15,0-0-8], [2:0-5-12,0-2-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MP
0.170.130.09
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.02
-0.010.00
(loc)5-105-10
1
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 35 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 4=Mechanical, 1=0-8-0Max Horz 1=133(LC 8)Max Uplift 4=-269(LC 8), 1=-326(LC 8)Max Grav 4=295(LC 1), 1=428(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-251/163WEBS 2-4=-294/296
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 lb uplift at joint 4 and 326 lb uplift at
joint 1.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 110 lb up at
5-0-5 on top chord, and 27 lb down at 5-0-5 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-2=-80, 2-3=-80, 4-6=-20
Concentrated Loads (lb)Vert: 2=-31(B) 5=-7(B)
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
EJ7C
Truss Type
Jack-Open Girder
Qty
1
Ply
1
Job Reference (optional)
T21066425
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:16 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-J0Cy3MwkaGrWvUfW0vOUilEIWZWb__WTbJegCfymHKL
Scale = 1:16.5
1
2
3
8
76
4
5
4x6
1.5x8 STP
2x4
2x4
2x4
2x4
5x8
3x12 MT20HS
2x4
1-2-81-2-8
1-6-80-4-0
3-10-82-4-0
5-0-51-1-13
7-0-01-11-11
1-6-81-6-8
3-10-82-4-0
5-0-51-1-13
7-0-01-11-11
0-4-
1
2-5-
3
1-5-
3
2-1-
11
1-0-
0
2-5-
3
5.00 12
Plate Offsets (X,Y)-- [1:0-6-11,0-0-11], [1:0-0-4,Edge], [1:Edge,0-0-4]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MP
0.930.930.10
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.21
-0.310.19
(loc)8
6-74
l/defl>406>266
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 29 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
2-8: 2x4 SP No.3WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-3-6 oc bracing: 5-6.
REACTIONS. (size) 4=Mechanical, 5=Mechanical, 1=0-8-0Max Horz 1=133(LC 8)Max Uplift 4=-51(LC 4), 5=-135(LC 8), 1=-178(LC 8)Max Grav 4=76(LC 1), 5=247(LC 1), 1=445(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.BOT CHORD 2-7=-251/424WEBS 3-6=-482/340
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 4, 135 lb uplift at joint
5 and 178 lb uplift at joint 1.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 245 lb up at
5-0-5 on top chord, and at 5-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-3=-80, 3-4=-80, 8-9=-20, 5-7=-20
Concentrated Loads (lb)Vert: 3=-75(B)
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
F01
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066426
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:18 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-GPJiU1y_6t5D9opv8KQynAJdCNCxSrVl2d7nHXymHKJ
Scale = 1:55.5
1
2
3
4 5
6
7
11 10 9 8
23
24
25 26 27
28
29
30 31
5x8
5x6
1.5x8 STP
1.5x8 STP
5x8 5x6
3x4
2x4 5x6 5x8
3x4
2x4 5x6
4x10 MT20HS
5-10-125-10-12
11-9-85-10-12
19-2-87-5-0
24-11-45-8-12
30-8-05-8-12
31-0-00-4-0
32-2-8
1-2-8
5-10-125-10-12
11-9-85-10-12
19-2-87-5-0
24-11-45-8-12
30-8-05-8-12
32-2-81-6-8
0-10
-1
5-9-
1
0-4-
1
5-9-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-0-1], [4:0-4-0,0-2-2], [7:0-0-0,1-5-6], [7:0-2-5,Edge], [9:0-3-12,0-3-0], [10:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.980.880.26
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.20
-0.500.13
(loc)9-109-10
7
l/defl>999>781
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 168 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except*
7-9: 2x4 SP M 31, 9-10: 2x4 SP No.2WEBS 2x4 SP No.3WEDGERight: 2x8 SP 2400F 2.0ESLIDER Left 2x8 SP 2400F 2.0E 3-0-0
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.WEBS 1 Row at midpt 4-9
REACTIONS. (size) 1=0-8-0, 7=0-8-0Max Horz 1=-154(LC 10)Max Uplift 1=-696(LC 12), 7=-741(LC 12)Max Grav 1=1608(LC 1), 7=1713(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-2671/1223, 3-4=-2410/1172, 4-5=-2230/1208, 5-6=-2474/1215, 6-7=-2813/1275BOT CHORD 1-11=-998/2366, 10-11=-998/2366, 9-10=-843/2175, 8-9=-1050/2490, 7-8=-1050/2490WEBS 4-10=-39/386, 5-9=-92/458, 6-9=-321/241
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-14, Exterior(2) 11-9-14to 16-0-12, Interior(1) 16-0-12 to 19-2-2, Exterior(2) 19-2-2 to 23-5-1, Interior(1) 23-5-1 to 32-2-8 zone; cantilever right exposed ;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 696 lb uplift at joint 1 and 741 lb uplift at
joint 7.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 58 lb up at
17-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
F01
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066426
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:18 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-GPJiU1y_6t5D9opv8KQynAJdCNCxSrVl2d7nHXymHKJ
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-4=-80, 4-5=-80, 5-7=-80, 12-18=-20
Concentrated Loads (lb)Vert: 31=-100(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
F02
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066427
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:18 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-GPJiU1y_6t5D9opv8KQynAJdwNC0Srtl2d7nHXymHKJ
Scale = 1:55.4
1
2
3
4 5 6
7
8
11 10 9
23
24
25 26 27
28
29
30
5x8
5x6
1.5x8 STP
1.5x8 STP
5x8 5x8
5x6
2x4
5x6
2x4
2x4
3x8 4x6
7x10
9-9-89-9-8
15-6-05-8-8
17-8-02-2-0
18-0-00-4-0
21-2-83-2-8
30-8-09-5-8
31-0-00-4-0
32-2-8
1-2-8
4-10-124-10-12
9-9-84-10-12
15-6-05-8-8
21-2-85-8-8
25-11-44-8-12
30-8-04-8-12
32-2-81-6-8
0-10
-1
4-11
-1
0-4-
1
4-11
-1
5.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-0-5], [4:0-5-4,0-2-4], [6:0-5-4,0-2-4], [8:0-0-4,Edge], [8:0-2-2,0-0-0], [9:0-3-0,0-3-0], [11:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
1.000.870.30
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.27
-0.540.14
(loc)9-109-10
8
l/defl>999>710
n/a
L/d240180n/a
PLATESMT20
Weight: 168 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.1 *Except*
4-6: 2x4 SP No.2BOT CHORD 2x4 SP No.1 *Except*
9-11: 2x4 SP No.2WEBS 2x4 SP No.3WEDGERight: 2x8 SP 2400F 2.0ESLIDER Left 2x8 SP 2400F 2.0E 3-0-0
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 1=0-8-0, 8=0-8-0Max Horz 1=-130(LC 10)Max Uplift 1=-696(LC 12), 8=-741(LC 12)Max Grav 1=1608(LC 1), 8=1713(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-2629/1277, 3-4=-2534/1207, 4-5=-2741/1405, 5-6=-2741/1405, 6-7=-2601/1250,
7-8=-2830/1355BOT CHORD 1-11=-1037/2314, 10-11=-913/2299, 9-10=-939/2364, 8-9=-1112/2490WEBS 4-11=0/262, 6-9=-4/333, 5-10=-478/316, 4-10=-310/671, 6-10=-270/589
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-9-8, Exterior(2) 9-9-8 to14-0-7, Interior(1) 14-0-7 to 21-2-8, Exterior(2) 21-2-8 to 25-5-7, Interior(1) 25-5-7 to 32-2-8 zone; cantilever right exposed ;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 696 lb uplift at joint 1 and 741 lb uplift at
joint 8.7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 58 lb up at
17-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
F02
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066427
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:19 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-kbt4hNzctBD4myO5i2xBKNsognYFBI7vHHsKp_ymHKI
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-4=-80, 4-6=-80, 6-8=-80, 12-18=-20
Concentrated Loads (lb)Vert: 30=-100(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
F03
Truss Type
Hip
Qty
1
Ply
1
Job Reference (optional)
T21066428
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:20 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-CnRSvj_EeULxO6zHFlSQsbOztAs1wgK2VxcuLQymHKH
Scale = 1:55.4
1
2
3 4 5
6
9 8 7
2122
23 24 25 26
27
28
5x8
5x6
1.5x8 STP
1.5x8 STP
5x8 5x8
5x6 3x12 MT20HS
2x4
5x6 4x6
7x10
7-9-87-9-8
15-6-07-8-8
23-2-87-8-8
30-8-07-5-8
31-0-00-4-0
32-2-8
1-2-8
7-9-87-9-8
15-6-07-8-8
23-2-87-8-8
30-8-07-5-8
32-2-81-6-8
0-10
-1
4-1-
1
0-4-
1
4-1-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-2-12,0-0-1], [3:0-4-0,0-2-2], [5:0-4-0,0-2-2], [6:0-0-4,Edge], [6:0-1-10,Edge], [7:0-3-0,0-3-0], [9:0-3-0,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.970.970.62
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.26
-0.680.14
(loc)7-87-8
6
l/defl>999>566
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 152 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP M 31 *Except*
3-5: 2x4 SP No.1, 5-6: 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
6-7: 2x4 SP No.1WEBS 2x4 SP No.3WEDGERight: 2x8 SP 2400F 2.0ESLIDER Left 2x8 SP 2400F 2.0E 3-0-0
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 1=0-8-0, 6=0-8-0Max Horz 1=-105(LC 10)Max Uplift 1=-677(LC 12), 6=-716(LC 12)Max Grav 1=1564(LC 1), 6=1656(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-3=-2612/1204, 3-4=-3249/1564, 4-5=-3249/1564, 5-6=-2706/1233BOT CHORD 1-9=-949/2311, 8-9=-950/2310, 7-8=-976/2376, 6-7=-976/2377WEBS 3-9=0/250, 3-8=-455/1159, 4-8=-722/449, 5-8=-433/1095
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-9-14, Exterior(2) 7-9-14 to12-0-12, Interior(1) 12-0-12 to 23-2-2, Exterior(2) 23-2-2 to 27-5-1, Interior(1) 27-5-1 to 32-2-8 zone; cantilever right exposed ;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 677 lb uplift at joint 1 and 716 lb uplift at
joint 6.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
F04
Truss Type
Hip Girder
Qty
1
Ply
2
Job Reference (optional)
T21066429
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:22 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-8AZDKP?VA6bfdP6gNAVuy0UJq_Z8OaFLzF5_QIymHKF
Scale = 1:56.5
1
2 3 4 5
6
1110 9 8
7
22 23 24 25 26 27 28 29 30 31 32
33 34 35 36 37 38 39 40 41 42 43
4x6
1.5x8 STP 1.5x8 STP
5x8 4x6
5x6 WB3x4
3x4
3x4 3x4
5x6 WB4x6
4x10 MT20HS
4x6
4x10 MT20HS
1-2-81-2-8
1-6-8
0-4-0
7-0-05-5-8
16-8-89-8-8
26-5-09-8-8
31-10-85-5-8
32-2-80-4-0
33-5-0
1-2-8
1-6-81-6-8
7-0-05-5-8
13-5-116-5-11
19-11-56-5-11
26-5-06-5-11
31-10-85-5-8
33-5-01-6-8
0-4-
1
3-3-
1
0-4-
1
3-3-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-0,1-5-6], [1:0-2-10,Edge], [4:0-4-0,0-3-0], [6:0-2-10,Edge], [6:0-0-0,1-5-6]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MSH
1.000.920.60
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.58
-0.830.15
(loc)7-97-9
6
l/defl>687>481
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 307 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP M 31 *Except*
8-10: 2x4 SP No.1WEBS 2x4 SP No.3OTHERS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing.
REACTIONS. (size) 1=0-8-0, 6=0-8-0Max Horz 1=-86(LC 6)Max Uplift 1=-1950(LC 8), 6=-1952(LC 8)Max Grav 1=2635(LC 1), 6=2638(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-4645/3375, 2-3=-4230/3183, 3-4=-6902/5101, 4-5=-4237/3186, 5-6=-4653/3378BOT CHORD 1-11=-2952/4167, 9-11=-4771/6661, 7-9=-4781/6675, 6-7=-2955/4174WEBS 2-11=-936/1298, 3-11=-2741/1957, 3-9=-215/552, 4-9=-197/541, 4-7=-2748/1966,
5-7=-939/1303
NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1950 lb uplift at joint 1 and 1952 lb uplift
at joint 6.
Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
F04
Truss Type
Hip Girder
Qty
1
Ply
2
Job Reference (optional)
T21066429
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:22 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-8AZDKP?VA6bfdP6gNAVuy0UJq_Z8OaFLzF5_QIymHKF
NOTES-10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 173 lb up at 7-0-0, 99 lb down and 168 lb up at
9-1-1, 99 lb down and 168 lb up at 11-1-1, 99 lb down and 168 lb up at 13-1-1, 99 lb down and 168 lb up at 15-1-1, 99 lb down and 168 lb up at 17-1-1, 99 lb down and168 lb up at 18-3-15, 99 lb down and 168 lb up at 20-3-15, 99 lb down and 168 lb up at 22-3-15, and 99 lb down and 168 lb up at 24-3-15, and 117 lb down and 173 lbup at 26-5-0 on top chord, and 251 lb down and 166 lb up at 5-1-1, 51 lb down at 7-1-1, 51 lb down at 9-1-1, 51 lb down at 11-1-1, 51 lb down at 13-1-1, 51 lb down at 15-1-1, 51 lb down at 17-1-1, 51 lb down at 18-3-15, 51 lb down at 20-3-15, 51 lb down at 22-3-15, 51 lb down at 24-3-15, and 51 lb down at 26-3-15, and 251 lb downand 166 lb up at 28-3-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-2=-80, 2-5=-80, 5-6=-80, 12-17=-20
Concentrated Loads (lb)Vert: 2=-99(F) 5=-99(F) 11=-31(F) 7=-31(F) 23=-99(F) 24=-99(F) 25=-99(F) 26=-99(F) 27=-99(F) 28=-99(F) 29=-99(F) 30=-99(F) 31=-99(F) 33=-251(F) 34=-31(F)35=-31(F) 36=-31(F) 37=-31(F) 38=-31(F) 39=-31(F) 40=-31(F) 41=-31(F) 42=-31(F) 43=-251(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
G01L
Truss Type
Roof Special Girder
Qty
1
Ply
1
Job Reference (optional)
T21066430
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:23 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-cM7bXl07xPjWFZhsxt07UD0YTOx47zbVCvqYylymHKE
Scale = 1:30.5
1
2
3 4 5
109 8 7 6
11
12 13 14 15 16
17 18 19 20
3x6
4x6 4x6
4x6 3x4
6x8 5x8 4x6 2x4
5x8
3-9-83-9-8
5-9-82-0-0
11-9-45-11-12
17-9-05-11-12
17-9-20-0-2
3-9-83-9-8
5-9-82-0-0
11-9-45-11-12
17-9-05-11-12
2-5-
13-3-
1
5.00 12
Plate Offsets (X,Y)-- [5:Edge,0-1-8], [8:0-2-12,0-3-0]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MSH
0.750.820.85
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.10
-0.240.06
(loc)7-87-8
6
l/defl>999>888
n/a
L/d240180n/a
PLATESMT20
Weight: 98 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2 *Except*
3-5: 2x4 SP No.1BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing.WEBS 1 Row at midpt 4-6
REACTIONS. (size) 10=Mechanical, 6=MechanicalMax Horz 10=53(LC 8)Max Uplift 10=-675(LC 8), 6=-702(LC 8)Max Grav 10=1375(LC 1), 6=1401(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-10=-1318/681, 1-2=-1948/970, 2-3=-2142/1052, 3-4=-1971/1010, 5-6=-284/209BOT CHORD 8-9=-1054/2011, 7-8=-1064/2093, 6-7=-1064/2093WEBS 1-9=-1110/2226, 2-9=-927/461, 3-8=-15/379, 4-7=0/422, 4-6=-2279/1160
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.602) Provide adequate drainage to prevent water ponding.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 675 lb uplift at joint 10 and 702 lb uplift
at joint 6.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 173 lb up at
5-9-8, 99 lb down and 168 lb up at 7-10-9, 99 lb down and 168 lb up at 9-10-9, 99 lb down and 168 lb up at 11-10-9, and 99 lbdown and 168 lb up at 13-10-9, and 99 lb down and 168 lb up at 15-10-9 on top chord, and 251 lb down and 166 lb up at 3-10-9,51 lb down at 5-10-9, 51 lb down at 7-10-9, 51 lb down at 9-10-9, 51 lb down at 11-10-9, and 51 lb down at 13-10-9, and 51 lbdown at 15-10-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-2=-80, 2-3=-80, 3-5=-80, 6-10=-20
Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
G01L
Truss Type
Roof Special Girder
Qty
1
Ply
1
Job Reference (optional)
T21066430
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:23 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-cM7bXl07xPjWFZhsxt07UD0YTOx47zbVCvqYylymHKE
LOAD CASE(S) StandardConcentrated Loads (lb)
Vert: 3=-99(B) 8=-31(B) 9=-251(B) 7=-31(B) 4=-99(B) 12=-99(B) 13=-99(B) 14=-99(B) 16=-99(B) 17=-31(B) 18=-31(B) 19=-31(B) 20=-31(B)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
H7
Truss Type
Diagonal Hip Girder
Qty
5
Ply
1
Job Reference (optional)
T21066431
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:24 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-4Zhzl51lijrNtjG3UbXM1RZlpoPosd3eQZa5UBymHKD
Scale = 1:14.9
1
2 3
5
4
10
11
12 13
2x4
1.5x8 STP
5x8
3x8
2x4
3x6
2-2-92-2-9
7-0-94-10-0
2-2-92-2-9
7-0-94-10-0
0-3-
13
2-4-
12
3.54 12
Plate Offsets (X,Y)-- [1:0-8-10,0-0-9], [1:0-0-13,1-10-4], [1:Edge,0-0-3]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MP
0.590.210.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.03
-0.06-0.02
(loc)5-9
62
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 28 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 5=Mechanical, 1=0-8-0, 2=MechanicalMax Horz 1=131(LC 8)Max Uplift 5=-66(LC 8), 1=-406(LC 8), 2=-132(LC 8)Max Grav 5=53(LC 3), 1=486(LC 1), 2=152(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 5, 406 lb uplift at joint
1 and 132 lb uplift at joint 2.6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 24 lb up at
1-5-12, 3 lb down and 24 lb up at 1-5-12, and 29 lb up at 4-3-11, and 29 lb up at 4-3-11 on top chord, and 7 lb down and 15 lb upat 1-5-12, 7 lb down and 15 lb up at 1-5-12, and 37 lb up at 4-3-11, and 37 lb up at 4-3-11 on bottom chord. The design/selectionof such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-2=-80, 2-3=-40, 4-6=-20
Concentrated Loads (lb)Vert: 12=-15(F=-7, B=-7) 13=63(F=31, B=31)
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
H7A
Truss Type
Jack-Partial Girder
Qty
1
Ply
1
Job Reference (optional)
T21066432
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:24 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-4Zhzl51lijrNtjG3UbXM1RZo9oNqsd3eQZa5UBymHKD
Scale = 1:14.8
1
2
6
511
12
3
13 14
4
2x4
1.5x8 STP
2x4
3x4
5x8
3x8
2x4
2-1-132-1-13
5-5-03-3-4
6-11-131-6-13
2-1-132-1-13
5-5-03-3-4
6-2-60-9-6
6-11-130-9-6
0-4-
1
2-4-
12
1-4-
12
2-0-
10
1-0-
0
3.54 12
Plate Offsets (X,Y)-- [1:0-8-6,0-0-2], [1:0-0-10,1-9-8], [1:Edge,0-0-6]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MR
0.440.330.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.02
-0.04-0.01
(loc)573
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20
Weight: 27 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 *Except*
2-6: 2x4 SP No.3WEDGELeft: 2x6 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 1=0-8-0Max Horz 1=129(LC 8)Max Uplift 3=-75(LC 8), 4=-50(LC 8), 1=-214(LC 8)Max Grav 3=95(LC 1), 4=65(LC 1), 1=484(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3, 50 lb uplift at joint 4
and 214 lb uplift at joint 1.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 24 lb up at
1-4-15, 3 lb down and 24 lb up at 1-4-15, and 29 lb up at 4-2-15, and 29 lb up at 4-2-15 on top chord, and 7 lb down and 15 lb upat 1-4-15, 7 lb down and 15 lb up at 1-4-15, and 37 lb up at 4-2-15, and 37 lb up at 4-2-15 on bottom chord. The design/selectionof such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-3=-80, 6-7=-20, 4-5=-20
Concentrated Loads (lb)Vert: 13=-15(F=-7, B=-7) 14=63(F=31, B=31)
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
I01L
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
T21066433
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:25 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-ZlFLyQ1NT1zEUtrF2I2bZe6?oBjRbxCnfDJe0dymHKC
Scale = 1:31.3
1
2
3 4
7 65
13
14
15 16
2x4
1.5x8 STP
5x6 3x4
3x4
5x8
2x4
3x4
3x12 MT20HS
1-2-81-2-8
1-6-80-4-0
6-3-44-8-12
11-0-04-8-12
15-6-84-6-8
1-6-81-6-8
6-3-44-8-12
11-0-04-8-12
15-6-84-6-8
0-4-
1
4-11
-1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-1-14,0-0-2], [3:0-5-12,0-2-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.310.370.52
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.03
-0.090.02
(loc)6-76-7
5
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 85 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 5=0-4-0, 1=0-8-0Max Horz 1=291(LC 12)Max Uplift 5=-352(LC 12), 1=-314(LC 12)Max Grav 5=704(LC 1), 1=835(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1035/408, 2-3=-600/254BOT CHORD 1-7=-578/889, 6-7=-578/889, 5-6=-309/498WEBS 2-6=-464/310, 3-6=-99/380, 3-5=-701/436
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to15-4-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint 5 and 314 lb uplift at
joint 1.8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
I02L
Truss Type
Half Hip
Qty
1
Ply
1
Job Reference (optional)
T21066434
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:26 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-1xok9m2?DK5561QRc0Zq6se6cb1kKL1xut3CZ4ymHKB
Scale = 1:25.9
1
2 3
5 4
11
12
13 14
5x8
1.5x8 STP
2x4
2x4 5x6
3x4
3x12 MT20HS
1-2-81-2-8
1-6-80-4-0
9-0-07-5-8
14-11-85-11-8
14-11-100-0-2
1-6-81-6-8
9-0-07-5-8
14-11-85-11-8
0-4-
1
4-1-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-1-14,0-0-2], [2:0-4-0,0-2-2]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.570.500.74
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.12
-0.180.02
(loc)5-105-10
4
l/defl>999>991
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 70 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 4=Mechanical, 1=0-8-0Max Horz 1=238(LC 12)Max Uplift 4=-326(LC 12), 1=-315(LC 12)Max Grav 4=675(LC 21), 1=806(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-850/357BOT CHORD 1-5=-435/690, 4-5=-435/691WEBS 2-5=0/309, 2-4=-827/520
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-6, Exterior(2) 9-0-6 to13-3-4, Interior(1) 13-3-4 to 14-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 4 and 315 lb uplift at
joint 1.9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
I03L
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
T21066435
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:27 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-V8M6N63d_eDykB?eAj43f3BI7?H03ra46Xol5WymHKA
Scale = 1:24.6
1
2 3 4
7 6 5
13 14 15
16 17 18
5x8
1.5x8 STP
3x6 2x4
2x4
5x8
3x6
3x6
3x12 MT20HS
1-2-81-2-8
1-6-80-4-0
7-0-05-5-8
10-11-123-11-12
14-11-83-11-12
1-6-81-6-8
7-0-05-5-8
10-11-123-11-12
14-11-83-11-12
0-4-
1
3-3-
1
5.00 12
Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-0-14,Edge], [2:0-5-12,0-2-8]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25NO
FBC2014/TPI2007
CSI.TCBCWBMatrix-MSH
0.450.880.53
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.08
-0.140.03
(loc)7-127-12
5
l/defl>999>999
n/a
L/d240180n/a
PLATESMT20MT20HS
Weight: 75 lb FT = 20%
GRIP244/190187/143
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3WEDGELeft: 2x8 SP 2400F 2.0E
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing.
REACTIONS. (size) 5=Mechanical, 1=0-8-0Max Horz 1=185(LC 8)Max Uplift 5=-558(LC 8), 1=-549(LC 8)Max Grav 5=1084(LC 1), 1=1168(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1550/753, 2-3=-1124/587, 3-4=-1124/587, 4-5=-1022/569BOT CHORD 1-7=-748/1351, 6-7=-751/1365WEBS 2-7=-62/367, 3-6=-581/438, 2-6=-301/204, 4-6=-724/1385
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 5 and 549 lb uplift at
joint 1.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 173 lb up at
7-0-0, 99 lb down and 168 lb up at 9-1-1, and 99 lb down and 168 lb up at 11-1-1, and 99 lb down and 168 lb up at 13-1-1 on topchord, and 251 lb down and 166 lb up at 5-1-1, 51 lb down at 7-1-1, 51 lb down at 9-1-1, and 51 lb down at 11-1-1, and 51 lb downat 13-1-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)Vert: 1-2=-80, 2-4=-80, 5-8=-20
Continued on page 2
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
I03L
Truss Type
Half Hip Girder
Qty
1
Ply
1
Job Reference (optional)
T21066435
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:27 2020 Page 2 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-V8M6N63d_eDykB?eAj43f3BI7?H03ra46Xol5WymHKA
LOAD CASE(S) StandardConcentrated Loads (lb)
Vert: 2=-99(F) 7=-31(F) 3=-99(F) 6=-31(F) 14=-99(F) 15=-99(F) 16=-251(F) 17=-31(F) 18=-31(F)
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
K01
Truss Type
Common
Qty
5
Ply
1
Job Reference (optional)
T21066436
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:27 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-V8M6N63d_eDykB?eAj43f3BJj?O73xr46Xol5WymHKA
Scale = 1:25.7
1
2
3
4
5
6
10
9
8
7
11
4x6
2x4 3x6
3x6
3x6 4x6
2x4
3x8
1-9-01-9-0
1-10-120-1-12
8-1-56-2-9
10-0-01-10-11
-1-2-81-2-8
1-10-121-10-12
5-0-03-1-4
10-0-05-0-0
11-2-81-2-8
1-10
-1
3-11
-2
1-10
-2
5.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-AS
0.420.420.19
DEFL.Vert(LL)Vert(TL)Horz(TL)
in0.10
-0.080.00
(loc)8-98-9
7
l/defl>936>999
n/a
L/d240180n/a
PLATESMT20
Weight: 62 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 7=0-3-8, 9=0-3-8Max Horz 9=176(LC 11)Max Uplift 7=-396(LC 12), 9=-620(LC 12)Max Grav 7=463(LC 1), 9=724(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 4-5=-243/490, 5-7=-471/833WEBS 4-9=-421/472, 4-8=-334/100, 5-8=-445/218
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-10-12, Interior(1) 1-10-12 to 5-0-0, Exterior(2) 5-0-0to 8-0-0, Interior(1) 8-0-0 to 11-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at joint 7 and 620 lb uplift at
joint 9.6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord. This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
K03
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
T21066437
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:28 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-zKwUaS4FlyLpLKaqjRbIBHkW3PpioPdELBYJdyymHK9
Scale: 1/2"=1'
1
2
3
4
5
6
7
8
9
10
11
18 17 16 15 14 13 12
1920
3x6
8x12
4x6
8x12
3x6 2x4 2x4
2x4
2x4
4x12
2x4
2x4
2x4
4x12
10-0-010-0-0
-1-2-81-2-8
5-0-05-0-0
10-0-05-0-0
11-2-81-2-8
1-10
-2
3-7-
5
1-10
-2
5.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-1-12], [10:0-6-0,0-1-12]
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-R
0.250.080.09
DEFL.Vert(LL)Vert(TL)Horz(TL)
in-0.00-0.01-0.00
(loc)111112
l/defln/rn/rn/a
L/d180120n/a
PLATESMT20
Weight: 59 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2 PWEBS 2x4 SP No.3OTHERS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 10-0-0.(lb) - Max Horz 18=-157(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 17, 13 except 18=-195(LC 12), 12=-195(LC 12), 16=-109(LC 12), 14=-108(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 18, 12, 15, 16, 17, 14, 13
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-18=-184/455, 10-12=-184/448WEBS 5-16=-168/312, 7-14=-167/312
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-2-8 to 1-9-8, Exterior(2) 1-9-8 to 5-0-0, Corner(3) 5-0-0 to8-0-0, Exterior(2) 8-0-0 to 11-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.9) Lumber designated with a "P" is pressure-treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or othersuitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosionprotection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for thisdesign. Building designer to verify suitability of this product for its intended use.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13 except(jt=lb) 18=195, 12=195, 16=109, 14=108.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
V3
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
T21066438
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:29 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-RWUsoo4uWFTgzU90H87XkUGjqpANXtJNarHs9OymHK8
Scale = 1:9.0
1
2
3
2x4
3-0-03-0-0
0-0-
4
1-3-
0
5.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-P
0.120.050.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
-0.00
(loc) - - 2
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 8 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-11-6, 2=2-11-6, 3=2-11-6Max Horz 1=60(LC 12)Max Uplift 1=-36(LC 12), 2=-72(LC 12)Max Grav 1=112(LC 1), 2=90(LC 1), 3=45(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members andforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
6904 Parke East Blvd.Tampa, FL 36610
Job
2540_L_EXT_LANAI_160_C
Truss
V5
Truss Type
Valley
Qty
1
Ply
1
Job Reference (optional)
T21066439
8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 19 12:46:30 2020 Page 1 Builders FirstSource, Punta Gorda, FL - 33950,ID:oN4fGLJPmSMCi3vzpKxOt3zsVw9-vj2E?85WHZbWbekCrsemGippXCSIGKZWpU1PirymHK7
Scale = 1:13.1
1
2
3
4
2x4
2x4
2x4
5-0-05-0-0
0-0-
4
2-1-
0
5.00 12
LOADING (psf)TCLLTCDLBCLLBCDL
20.020.0
0.0 *10.0
SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.251.25YES
FBC2014/TPI2007
CSI.TCBCWBMatrix-P
0.440.200.00
DEFL.Vert(LL)Vert(TL)Horz(TL)
inn/an/a
0.00
(loc) - -
l/defln/an/an/a
L/d999999n/a
PLATESMT20
Weight: 16 lb FT = 20%
GRIP244/190
LUMBER-TOP CHORD 2x4 SP No.2BOT CHORD 2x4 SP No.2WEBS 2x4 SP No.3
BRACING-TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-11-6, 3=4-11-6Max Horz 1=109(LC 12)Max Uplift 1=-66(LC 12), 3=-111(LC 12)Max Grav 1=205(LC 1), 3=205(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-10-4 zone; cantilever leftand right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb)
3=111.
This item has beenelectronically signed andsealed by Lee, Julius, PEusing a Digital Signature.Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified on any electronic copies.
August 19,2020
PR
OD
UC
T C
OD
E A
PP
RO
VA
LS
LA
TE
RA
L B
RA
CIN
G L
OC
AT
ION
Indicates location where bearings
(supports) occur. Icons vary butreaction section indicates jointnum
ber where bearings occur.
Min size show
n is for crushing only.
Indicated by symbol show
n and/orby text in the bracing section of theoutput. U
se T or I bracing
if indicated.
The first dim
ension is the plate w
idth measured perpendicular
to slots. Second dim
ension isthe length parallel to slots.
Center plate on joint unless x, y
offsets are indicated.D
imensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
1. Additional stability bracing for truss system
, e.g. diagonal or X
-bracing, is always required. S
ee BC
SI.
2. Truss bracing m
ust be designed by an engineer. For
wide truss spacing, individual lateral braces them
selves m
ay require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading show
n and never stack m
aterials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut m
embers to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. K
nots and wane at joint
locations are regulated by AN
SI/T
PI 1.
7. Design assum
es trusses will be suitably protected from
the environment in accord w
ith AN
SI/T
PI 1.
8. Unless otherw
ise noted, moisture content of lum
ber shall not exceed 19%
at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lum
ber.
10. Cam
ber is a non-structural consideration and is the responsibility of truss fabricator. G
eneral practice is to cam
ber for dead load deflection.
11. Plate type, size, orientation and location dim
ensions indicated are m
inimum
plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that specified.
13. Top chords m
ust be sheathed or purlins provided at spacing indicated on design.
14. Bottom
chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherw
ise noted.
15. Connections not show
n are the responsibility of others.
16. Do not cut or alter truss m
ember or plate w
ithout prior approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lum
ber may pose unacceptable
environmental, health or perform
ance risks. Consult w
ith project engineer before use.
19. Review
all portions of this design (front, back, words
and pictures) before use. Review
ing pictures alone is not sufficient.
20. Design assum
es manufacture in accordance w
ith A
NS
I/TP
I 1 Quality C
riteria.
21.The design does not take into account any dynam
ic or other loads other than those expressly stated.
Failure to F
ollow C
ould Cause P
ropertyD
amage or P
ersonal Injury
(Draw
ings not to scale)
© 2012 M
iTek®
All R
ights Reserved
MiT
ek Engineering R
eference Sheet: M
II-7473 rev. 5/19/2020
edge of truss. from outside
" 16/ 1
-0
ICC
-ES
Reports:
ES
R-1311, E
SR
-1352, ES
R1988
ER
-3907, ES
R-2362, E
SR
-1397, ES
R-3282
JOIN
TS
AR
E G
EN
ER
AL
LY
NU
MB
ER
ED
/LE
TT
ER
ED
CL
OC
KW
ISE
AR
OU
ND
TH
E T
RU
SS
ST
AR
TIN
G A
T T
HE
JOIN
T F
AR
TH
ES
T T
OT
HE
LE
FT
.
CH
OR
DS
AN
D W
EB
S A
RE
IDE
NT
IFIE
D B
Y E
ND
JOIN
TN
UM
BE
RS
/LE
TT
ER
S.
W4-6
W3-6
W3-7
W2-7
W1-7
C1-8
C5-6
C6-7
C7-8
C4-5
C3-4
C2-3
C1-2
TOP CHORD
TOP CHORD87
65 4
32
1
BO
TT
OM
CH
OR
DS
TO
P C
HO
RD
S
BE
AR
ING
4 x 4
PL
AT
E S
IZE
This sym
bol indicates the required direction of slots inconnector plates.
"16
/ 1
For 4 x 2 orientation, locate
plates 0-
1"4 / 3
PL
AT
E L
OC
AT
ION
AN
D O
RIE
NT
AT
ION
Sym
bo
lsN
um
berin
g S
ystemG
eneral S
afety No
tes
*P
late locatio
n d
etails available in
MiT
ek 20/20so
ftware o
r up
on
requ
est.
Ind
ustry S
tand
ards:
AN
SI/T
PI1: N
ational Design S
pecification for Metal
Plate C
onnected Wood T
russ Construction.
DS
B-89: D
esign Standard for B
racing.B
CS
I: Building C
omponent S
afety Information,
Guide to G
ood Practice for H
andling, Installing &
Bracing of M
etal Plate
Connected W
ood Trusses.
6-4-8
WE
BS
Trusses are designed for w
ind loads in the plane of the truss unless otherw
ise shown.
Lumber design values are in accordance w
ith AN
SI/T
PI 1
section 6.3 These truss designs rely on lum
ber values established by others. d
imen
sion
s sho
wn
in ft-in
-sixteenth
s