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HomeMy WebLinkAboutTrussFILE C00Y
=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'l on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING I,
TO DETERMINE IF MULTIPLE PLY.
I f I
'.: DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
_— 30' to 60' Span
30' Spn or less ' Spreader Bar '
a
\' 60 degrees
or less /
f `
Tag line rox M tc
rag aria . f — +approen — i3 _`— 12 of Span.-e
REFER TO SCSI REFER TO SCSI
Truss be set this way if crane is used. Truss must be set this way f crane is used.
Truss is an example, your truss may not match. Truss is an example, your truss may not match.
Insist crane operator sets truss this way. Insist crane operator sets truss this way.
All load bearing walls, headers,
beams, & lintels must be in place
'at indicated height before trusses
are installed.
AIR HANDLER NOTE
Unless noted elsewhere on this layout, these trusses are not
designed for air handlers in the roof or for any other A/C
requirements. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
r - WARNING - !
f The size of these trusses makes it necessary that they a set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult with an engineer licensed in Florida specializing
„. in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
SEAT PLATES BY CHAMBERS TRUSS
xF,1,6REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED CARRYING 'HANGER ID FASTENER FOR FASTENER FOR
TRUSS 1 TRUSS CARRIED TRUSS CARRYING TRUSS
i
I
*Please refer to Standard Engineering package for general Instuction on installing hangers
10d=0 148" x 3" 16d 0.162" x 3 1/2"
atch Legend
LOAD
BEARING
11A AT 1 V-0"
LOAD
BEARING
AT 33'-8"
HIP VALLEYS ARE DIFFICULT TO IN
Do not stand on
le —Ill
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN.
NOTES.
* ALL BEAMS ARE BY OTHERS.
* ALL CEILINGS ARE FLAT.
* FLOORS ARE BY OTHERS.
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 11'-0"
END DETAIL: LOWER
4-01
1
2-00-00
12
51-
LL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
s until the are braced per BCSI properly nailed to straps and hangers !! " fh uotlerslgnadacknDwledgeBandagreeB
y p p p p J a g o 1 � 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for
ENGINE �""a °s 1 1 determining successful fabrication of the trusses.
Q s _— 2. All dimensions in this layout have been verified by the undersigned.
ARRANGE WITH CRANE O P E RAT O R I N ADVANCE FOR A STRONG BACK OF 26 - 3 ® IN LENGTH.1 ! 3. Unless written notice is provided by Call mail to Chambers Truss within ten (10) days of delivery the
,. '! x III ensign agrees that no bsckcharges will be allowed. In the event such written notice is lumushed Chambers Truss
Shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
--
F-�", = i otter 10 days of delivery remedy will be according to Florida statute 558.
UNSUPPORTED JACK CONNECTION (DETAIL �� �i; ;t '�� I 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA.
nit.7 1a1P,u�,eca '.... 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has
° ties: iI.. �ha sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
1' �„�„ ,'; CORNER DETAIL to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is
_+•«1 — -- 'responsible to Chambers Truss for towing costs due to site conditions.
`w"""°""° '"°"""""�"� ! . Price as shown in paragraph 7 below is subject to change 'rf any changes are made in this layout. A $50 per hour
�ea6for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
5' (,Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
MAXIMUM CANTILEVER (delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
reasonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be
L _ e.*.*a.�.*... added for all sums not paid within terms.
PLUMB CUT END,
2X4 TOP CHORD
WALL HEIGHT 33'-8"
END DETAIL: TYPICAL.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees
payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the;
undersigned agrees to pay such indebtedness including attorneys fees, If default in payment for material be made by the 1
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to I
herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per ""National Standard And Recommended Guidelines', On Responsibilities For
Construction Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4 - 2002""
12. Warranty is per Chambers Truss Warranty attached. 1
DATED
SIGNED
,
!FOR 1 TITLE
A spreader bar may be required per Ni to prevent injury Sl damage.
Multiple ply trusses must be fastened together per engineering before they are
set, failure to do so can result in roof collapse.
Temporary and permanent bracing are required and can save life and property
and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
Trusses must be set and braced per design to prevent injury & damage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS ,ANC
do
can er Venue
Fort Pierce, Florida 34982.6423 !
800.551.5932
Fort Pierce 772.465.2012 Fax 772.465-8711
Vero Beach 772.569.2012 Stuart 772.286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
I
I
n
I
— —
ITEKVERSION 7 4 1.431 -- _-- —-----�-- - -"- - '--- - -- -'--"
LOADING/DESIGN CRITERIA REDUCIBLE
PER CODE SUCH AS BBC 16D46.1
DESIGN CRITERIA C
County ST. LUCIE
Building Department ST. LUCIE COUNTY
Wind Design Criteria ASCE 2010
Wind Design Method MWFRS(Directiona0/C-C hybrid Wind ASCE 7-10
Roofing Material METAL
Loading in PSF Roof R.D.L. Floor
Top Chord Live 20 0
Top Chord Dead 7 4.2 0
Bottom Chord Live *10-Non Conocurent : 0
Bottom Chord Dead 10 3 0
Total Load 47 7.2 0
Duration Factor 1.25 0 ".
Wind Speed 165mph
Top Chord C.B. Sheathing by builder {
Bottom Chord C.B. Sheathing by builder
Highest Mean Height 28'
Building Type Enclosed
Building Category II: Non Restrictive
Exposure Category D> FLAT
Miles from Ocean 0
Conforms to Florida Building Code 2017
R.D.L.=Restraining Dead Load C.B =Continuous Bracing
I
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer ner and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 75688
SCALE: 1 /4" = 1 r-Orr
111 total trusses, 30 unique designs
Designer: RL.0 Reviewed by: RLC
1. Date: 12/14/18 03/25/19 -
I, FOR
GROUP ONE CONSTRUCTION
DESCRIPTION:
WATERSONG WAY/ SIME
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
75688
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek'
RE: 75688 - WATERSONG WAY/ SIME
Site Information:
Customer Info: GROUP ONE CONSTRUCTION Project Name
Lot/Block: Subdivision:
Address: WATERSONG WAY
City: ST LUCIE COUNTY State: FL
■NHT USA, Inc.
6904 Parke East Blvd.
WATERSONG WTi��%�IM6 Moldel:
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading -Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A.psf
This package' includes 29 individual, Truss Design Drawings and 0 Additional Drawings.
With. my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
I Seal# .
Truss Name •
Date _
No.
Seal#
Truss Name
Date. .
1
T15931377
A
1/3/19
18
IT1593139414A
1/3/19
12
I T15931378
1 Ai
11 /3/19 "
119 ._
I T15931395
I JA3
1 1I3/19 1
13
17159313791,42
1 1 /3/19
120
I T15931396
I JA5
1 1 /3/19
14
1 T15931380
1 A3
1.1/3/19
121-
I T159313971
JU .1
1/3/19
15
1 T15931381]
A4
1 1 /3/19
122
1 T15931398
I JUX
1" 1 /3/19
16
1 T15931382
1 A5
+1 /3/19
123
I T15931399
I JX5
[ 1 /3/10
7
I T15931383
1 A6
1 1 /3/19
124
I T15931400
I KJ3
1 1 /3/19
18
1T15931384
1GRA•
11/3/19..
125
iT15931401
LKJ5
11/3/19
19
1 T15931385
1 G RB
1 1 /3/19
126
1 T1 5931402
I KJA5
1 1 /3/19
110
1 T15931386
1 G RC
1 1 /3/19
127
1 T1 5931403
I KJUX
1 1 /3/19
111
I T15931387
1 G RD :
1 1 /3/19
128
I T15931404
1 V4
1 1 /3/19
112.
1 T15931388
1 HVA
1 1 /3/19
129
1 T15931405
I V8
1 1 /3/19
113
1T15931.389
1 HVB
1 1/3%19
I -
1
I
1 14
1 T15931.390
1 HVC
1 1/3/19
115-
I T15931391
I J1
1 1/3/19
116
1 T15931392
1 J3
1 1/3/19
117
1 T15931393
I J5
1 1 /3/19
The truss drawings) referenced'above have been prepared by
MiTek USA, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineer's Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdictiori(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's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs forany 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.
�O ENS
0 68182
cc Z
O'. TAT OF :�41J
.01
� �1/11.111�1
Joaquin Vale PE No.68182
M3Tek USA, I c. FL Cert 6634
6904 Parke st Blvd. Tampa FL 33610
ate:
January 3,2019
Velez, Joaquin 10f].
Job
Truss
Truss Type
Qty9
Ply
WATERSONG WAY/ SIME
T15931377
75688
A
HIP
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort. Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:39 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9Mi B-GgPwMNrGZAn8L2mhdnlpa5PEzrdOKEZo302Rypzz3mg
2-4-0 5-8.0 9.0=0 13-6-5 18-0-9 23.0-0 26-4-0 29-8-0 32-0-0
2-4-0 3-4-0 3.4-0 4-6.4 4-6-4 4-11-7 3.4-0 3-4-0 T ,2-4-0
C.
Scale = 1:54.4
5x8 MT18HS =
3x4 = 3x4 = 5x6 =
5.0012 4 5 25 6 26 7
3x4 = 6x8 = 3x8 = 3x6 = 3x4 = 3x10 = 6x8 = 3x4 =
11-7
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.58
BC 0.78
WB 0.99
Matrix -MS
DEFL.
Vert(LL)
Vert(CT) .
Horz(CT)
in (loc) I/dell Ud
0.59 13-15 >559 240
-0.29 13-15 >999 240
-0.09 11 n/a n/a
PLATES GRIP
MT20 244/190
MT18HS 244/190
Weight: 165 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-7,oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=1184/0-8-0, 11=1184/0-8-0
Max Harz 16— 147(LC 10)
Max Uplift 16=-2006(LC 12), 11=-1866(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1436/3609, 4-5=-1305/3445, 5-6=-1724/4374, 6-7=-1288/3357, 7-8= 1417/3515
BOT CHORD 15-16=-2563/1083, 13-15= 3760/1653, 12-13=-4030/1724, 11-12=-2507/1075
WEBS 2-16=-206/412, 3-16— 1430/3311, 3-15=-715/314, 4-15=-1037/361, 5-15=-514/975,
5-13=-360/144, 6-13=-447/196, 6-12=-610/1399, 7-12=-983/332, 8-12=-660/304,
8-11=-1392/3141, 9-11=-205/370
NOTES-
1)' Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 9-0-0, Exterior(2) 9-0-0 to
13-6-5, Interior(1) 13-6-5 to 23-0-0, Exterior(2) 23-0-0 to 27-6-5, interior(1) 27-6-5 to 32-0.0 zone; cantilever left and right exposed ;
porch left 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2006 lb uplift at joint 16 and 1866 lb
uplift at joint 11.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
prevent
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, seeANSVrPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infotmationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty.
Ply
WATERSONGWAY/SIME
T1593t378
756BB
Al
HIP
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:40 2019 Page 1
IDARF6gdHv_CU9535p9sU5hPy9M1 B-kl zJZjsuKUv?yCLuBUp26JxO5F1 J3ivylgo?UGzz3mf
2-4.0 6-8-0 11.0-0 14-6-5 18-0-9 21-0-0 25-4-0 29-8-0 32-0-0
2-4-0 4.4-0 3-6-4 3-6-4 2-11-7 4-4-0 4-4-0 2-4-0
Scale=.1:54.4
5x8 MT18HS =
3x8 = 5x6 =
4 23 24 25 ° 6
3x4 — 6x8 = 3x8 = 3x6 = 2x3 11 3xB = 6x8 = 3x4 =
Plate Offsets (X.Y)-- F3:0-2-4.0-2-01. 14:0-4-0.0-1-131. 16:0-3-12.0-2-81. 17:0-2-4.0-2-01. F10:0-3-8,0-3-01. 115:0-3-8,0-3-01
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2017fFP12014
REACTIONS. (lb/size) 15=1184/0-8-0, 10=1184/0-8-0
Max Horz 15=-179(LC 10)
Max Uplift 15— 2006(LC 12), 10=-1866(LC 12)
m
0
IT
T
a
CSI.
DEFL.
in (loc) I/dell Ud
PLATES GRIP
TC 0.69
Vert(LL)
0.42.10-11 >780 240
MT20 244/190
BC 0.55
Vert(CT)
-0.2210-11 >999 240
MT18HS 244/190
WB 0.92
Horz(CT)
-0.08 10 n/a n/a
Matrix -MS
Weight: 170 lb FT = 20 % .
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing.
WEBS
1 Row at midpt 5-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-114/349, 3-4=-1410/3517, 4-5=-1268/3370, 5-6=-1252/3334, 6-7=-1396/3481,
7-8=-187/369, 8-9=-191/274
BOT CHORD 14-15=-2725/1178, 12-14=-3241/1428, 11-12=-3241/1428, 10-11=-2709/1183
WEBS 2-15=-242/376, 3-15=-1404/3075, 3-14=-351/213, 4-14=-856/313, 5-14=-288/440,
5-12=-284/119, 5-11=-4141746, 6-11 =-1 127/397, 7-11=-290/179, 7-10=-1408/3050,
8-10=-233/348
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft;,B=45ft; L=32ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 11-0-0, Exterior(2) 11-0-0 to
15-6-5, Interior(1) 15-6-5 to 21-0-0, Exterior(2) 21-0-0 to 25-5-1, Interior(1) 25-5-1 to 32-0-0 zone; cantilever left and right exposed ;
porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2006 lb uplift at joint 15 and 1866 lb
uplift at joint 10.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE MII-7473 rev. 10/0&2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
,-
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVTPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnafbnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty.
Ply
WATERSONG WAY/ SIME
TI5931379
75688
A2
Hip
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:41 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-CDXhm2sW5nlsaMv4kCKHfWUd4fPnoBW5XKXYOi7z3me
2.4-0 7-8.0 13-0-0 19-0.0 24-4-0 29-8-0 _ 32-010
2-4-0 5-4-0 5-4-0 6-0-0 5-4-0 5.4-0 2-4-0
0
0
4x8 =
4 2425
4x8 =
2627 5
Scale = 1:54.4
3x4 = 3x6 11 4x4 = 3x4 = 3x6 = 3x4 = 4x4 = 3x6 11 3x4 =
2i4T0
7-8-0 13-0-0
19-0-0
24-4.0
29-8-0
3Q•Q•032-0-0 ,
2-0-0 0-4-0
5-4-0 5-4-0
6.0-0
5.4-0
5.4-0
0-4-0 2-0-0
Plate Offsets (X,Y)--
[4:0-4-0,0-1-131, [5:0-4-0,0-1-131
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC . 0.42
Vert(LL)
-0.24 10-11 >999
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.40
Vert(CT)
-0.29 10-11 >999
240
BCLL 0.0
Rep Stresslncr YES
WB 0.83
Horz(CT)
0.03 9 n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.28 13-14 >999
240
Weight: 160lb FT=20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 15=1184/0-8-0, 9=1184/0-8-0
Max Harz 15=212(LC 11)
Max Uplift 15=-1248(LC 12), 9=-1107(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-287/77, 2-3= 1451/1491, 3-4=-1370/1497, 4-5=-1228/1465, 5-6=-1370/1497,
6-7=-1451/1491, 7-8=-287/77
BOT CHORD 1-15=-30/276, 14-15=-166/294, 13-14=-1226/1437, 11-13=-987/1246, 10-11=-1208/1295,
9-10=-30/276, 8-9=-30/276
WEBS 2-15= 1069/1365, 2-14=-1482/1318; 3-14=-198/374, 3-13— 277/283, 4-13=-96/277,
5-11=-102/277, 6-11= 277/283, 6-10=-198/374, 7-10=-1482/1318, 7-9= 1069/1365
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 13-0-0, Exterior(2) 13-0-0 to
17-6-5, Interior(1) 17-6-5 to 19-0-0, Exterior(2) 19-0-0 to 23-6-5, Interior(1) 23-6-5 to 32-0-0 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 bottomchord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 lb uplift at joint 15 and 1107 lb
uplift at joint 9.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED Mn EK REFERANCEPAGE MIP7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and.ls for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parometers.and properly Incorporate this design Into the overall
building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
prevent
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication ,mstorage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 Quail Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Inforationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
I
'
T15931380
75688
A3
Hip
2
1
Job Reference o tional
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:42 2019 Page 1
I D:4RF6gdHv_CU9535p9sU5hPy9M 1 B-gP43_Ot8s59i CW UG IvrW Ckl nh2m7XjvEl_H5Y8zz3md
2-4-0 8-8-0 15-0-0 17-0.0 23.4-0 _ 29-B-0 32-0-0�
2-4-0 6-4-0 6-4-0 2-0.0 6.4-0 ti-4-0 2-4-0
46 =
5.00 12
4x6 =
Scale = 1:54.9
T
co
m
10 IT
o
3x4 = 3x6 11 4x4 = 3x6 = 4x4 = 3x6 11 3x4 =
3x4 = 3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Lid
TCLL
20.0
Plate Grip DOL
1.25
TC 0.49
Vert(LL)
-0.09 15-16
>999
360
TCDL
7.0
Lumber DOL
1.25
BC 0.28
Vert(CT)
-0.16 15-16
>999
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.50
Horz(CT)
0.03 11
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.12 12-13
>999
240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS .2x4 SP No.3
REACTIONS. (lb/size) 17=1184/0-8-0, 11=1184/0-8-0
Max Horz 17=-244(LC 10)
Max Uplift 17=-1248(LC 12), 11=-1107(LC 12)
PLATES GRIP
MT20 244/190
Weight: 170 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-8-8 oc bracing.
WEBS 1 Row at midpt 2-16, 9-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-265/36, 2-4=-1494/1463, 4-5=-1227/1363, 5-6=-1166/1349, 6-7=-1227/1363,
7-9=-1494/1463, 9-10=-265/36
BOT CHORD 16-17=-209/348, 15-16=-1186/1321, 13-15=-804/1060, 12-13=-1167/1321
WEBS 2-17— 1063/1367, 2-16— 1393/1310, 4-16=-106/311, 4-15=-408/445, 5-15=-228/273,
6-13— 228/273, 7-13=-408/445, 7-12=-106/311, 9-12=-1392/1310, 9-11 =-1 063/1367
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-2-61 Interior(1) 3-2-6 to 15-0-0, Exterior(2) 15-0-0 to
21-6-5, Interior(1) 21-6-5 to 32-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 lb uplift at joint 17 and 1107 lb
uplift at joint 11.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33810
Date:
January 3,2019
Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
��
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVIPll Quality CtBada, DSB$9 and SCSI Building Component
6904 Parke East Blvd.
Safely Infomlatlonovallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Jab
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
'
T15931381
75688
A4
Common
23
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:43 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-9ceRBkundPHZpg3SsdNlkxZxzS4tGAZO_eOf5azz3mc
2-4-0 B-10-B 16-0-0 23-1-6 29-8.0 32-0-0 ,
2-4-0 6.6-8 7-1-8 7-1-8 6-6-8 1 2-4-0
14
6x8 =
3x4 =
5.00 F12
3x4 =
5x6 =
4x6 = 3x4 =
Scale = 1:53.0
9 Im
a
10
6x8 = 3x4 =
3q-Q-0 32-0-0
0-4�0 2-0-01--1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.52
Vert(LL)
-0.23 11-13
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.43
Vert(CT)
-0.35 11-13
>947
240.
BCLL 0.0
Rep Stress ]nor
YES
WB 0.47
Horz(CT)
-0.04 10
nfa
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -MS
Wind(LL)
0.15 11-13
>999
240
Weight:160lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (lb/size) 10=1184/0-8-0, 14=1184/0-8-0
Max Horz 14=260(LC11)
Max Uplift 10=-1107(LC 12), 14=-1248(LC 12)
FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 305/0, 3-4= 1494/1492, 4-5=-1445/1425, 5-6=-1445/1438, 6-7=-1494/1508,
8-9=-305/0
BOT CHORD 1-14=0/279, 13-14=-1105/1395, 11-13=-674/993, 10-11— 1126/1301, 9-10=0/279
WEBS 5-11=-362/510, 6-11=-226/439, 7-10=-1424/1533, 8-10=-305/590, 5-13=-341/510,
4-13=-226/421, 3-14=-1424/1533, 2-14=-305/590
Structural wood sheathing directly applied or 5-8-0 oc purlins
Rigid ceiling directly applied or 6-11-4 oc bracing.
1 Row at midpt 7-10, 3-14
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat.
Il; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 16-0-0, Exterior(2) 16-0-0 to
19-2-6, Interior(1) 19-2-6 to 32-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf. "
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1107 lb uplift at joint 10 and 1248 lb
uplift at joint 14.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building.designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVMII QualHy Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Sally Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Oty
Ply
WATERSONG WAY/ SIME
T15931382
75688,
A5
Hip
1
1
Job Reference (optional)
L;namoers I russ, inc., ron rierce, rL 6.z4u s uec is zui 6 rw i eK mausines, inc. i nu uan a iz:i.7:44 zui a rage i
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-doCpP4vPOiPORpefOKu_H969isPU?ZYXDImCdl zz3mb
2-4-0 6-8.0 11-0.0 16-0-0 21-0-0 25-4-0 29-8-0 32-0-0
2-4-0 4-4-0 4-4-0 5-0-0 5.0-0 4-4-0 4-4-0 2-4-0
1�
4x5 =
4
3x4 = 4x5 =
22 235 24 25 6
Scale = 1:54.4
14 13 • 11 10
3x4 — 6x8 = 3x8 = 3x6 = 3x8 = 6x8 = 3x4 =
2-0-0 2r4r0 11-0-0 21-0-0 29-8-0 3Q-Q-032-0-0
2-0-0 0-4-0 8-8.0 10-0-0 B-8-0 0.4-0 2-0-0
LOADING (pst)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.33
Vert(LL)
-0.13 11-13
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.47
Vert(CT)
-0.28 11-13
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.75
Horz(CT)
-0.05 10
n/a
n/a
BCDL. 10.0
Code FBC2017ITP12014
Matrix -MS
Wind(LL)
0.14 11-13
>.999 .
240
Weight: 163lb FT=20%_.
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 14=1184/0-8-0, 10=1184/0-8-0
Max Harz 14_ 179(LC 10)
Max Uplift 14=-1248(LC 12), 10=-1107(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-371/32, 3-4=-1412/1540, 4-5=-1280/1519, 5-6=-1280/1519, 6-7=-1412/1540,
8-9=-371/32
BOT CHORD 1-14=0/357, 13-14=-1187/1200, 1,1-13=-1320/1420, 10-11=-1170/1185, 9-10=0/357
WEBS 2- 14=-223/476,3-14=-1427/1771, 4-13=-206/335, 5-13=-294/387, 5-11=-294/387,
6-11=-206/335, 7-10— 1427/1771, 8-10=-223/477
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp D'; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 11-0-0, Exterior(2) 11-0-0 to
15-6-5, Interior(1) 15-6-5 to 21-0-0, Exterior(2) 21-0-0 to 25-5-1, Interior(1) 25-5-1 to 32-0-0 zone; cantilever left and right exposed
;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water 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 1248 lb uplift at joint 14 and 1107 lb
uplift at joint 10.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MTek® 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 temporaryand permanent bracing
MiTek"
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria. DSB$9 and SCSI BuBdlnp. Component
6904 Parke East Blvd..
Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
'
T15931383
75688
A6
Hip
1
1
Job Reference o tional
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:45 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1B-5_mCcQw190XH3zDrz2PDpMfHlGoUk7NhSyVm9Tzz3ma
2-4-0 9-0-0 16-0-0 23-0-0 29.8-0 32-0.0
r 2-4-0 6-8-0 7-0-0 7-0-0 6-8.0 2-4-0
5.00 F12
4x8 = 2x3 Il 4x8 =
r 2122 4 2324 5
Scale=1:54.4
T
N
I�
a
3x4 =
3x6 11 4x4 = 5x8 = 4x4 = 3x6 11 3x4 =
7-0-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.55
BC 0.29
WB 0.77
Matrix -MS
DEFL. in
Vert(LL) -0.08
Vert(CT) -0.16
Horz(CT) 0.03
Wind(LL) 0.17
(loc) I/defl Ud
10 >999 360
9-10 >999 , 240
8 n/a n/a
10 >999 240
PLATES GRIP
MT20 244/190
Weight: 158lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-1-14 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 6-9-3 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at micipt 2-11, 6-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=1184/0-8-0, 8=1184/0-8-0
Max Horz 12=-147(LC 10)
Max Uplift 12=-1248(LC 12), 8=-1107(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1485/1531, 3-4=-1797/2035, 4-5=-1797/2035, 5-6=-1485/1531
BOT CHORD 11-12=-141/303, 10-11=-1188/1298, 9-10=-1170/1298
WEBS 2-12=-1072/1450, 2-11=-1326/1235, 3-11=-66/269, 3-10= 662/645, 4-10=-431/644,
5-10=-662/645, 5-9=-66/269, 6-9=-1326/1235, 6-8=-1072/1450
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 9-0-0, Exterior(2) 9-0-0 to
13-6-5, Interior(1) 13-6-5 to 23-0-0, Exterior(2) 23-0-0 to 27-6-5, Intedor(1) 27-6-5 to 32-0-0 zone; cantilever left and right exposed
;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 lb uplift at joint 12 and 1107 lb
uplift at joint 8.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January. 3,2019
0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1WO312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
�-
a truss system. Before use, the building designer must verify.the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVTPII Quality Cdterta, DSB-89 and BCSI BuOding Component
6904 Parke East Blvd.
Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Oty
Ply
WATERSONG WAY/ SIME
'
T15931384
75688
GRA
HIP GIRDER
1
1
Jab Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:47 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-1 Nuyl6xHhdn?IHNE5TRhvnkVN3MzCtQ_vG_$EMzz3mY
2-4-0 7-0-0 12-6-5 18.0-9 21-6-4 25-0.0 29-6-0 32-0-0
r 2-4-0 4-8-0 5-6-4 5-6.4 3-5-11, 33 5-11 4-8-0 2-4-0
5.00 12
5x8 MT1BHS=
4x5 = 5x8 MT18HS WB= 5x10 =
5x8 MT18HS =
i 23 24 4 25 26 5 27 6 28 29 30 7
Scale = 1:54.4
4x8 i
.2
4x8
8
EE
16 15 31 32 14 33 34 13 35 12 36 37
3x4 = 4x6 11 5x12 = 3x4 = 4x6 = 2x3 11
38 11 39 10
5x12 = 4x6 11
3x4 =
2-0-0 2 470
7-0-0 12-6-5
18-0-9
21-6-4
25.0-0
29-8-0
3q-q-032-0.0
2-0-0 0-4-0
4-8-6 5.6-4
5.6.4
3-5-11
3-5-11
4-8-0
0-4-0 2-0-0
Plate Offsets (X,Y)--
[3:0-4-0,0-1-131, [5:0-4-0,Edge], [7:0-5-0,0-2-41, [11:0-4-8,0-1-121, [15:0-6-0,0-1-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Udef1 Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 1.00
Vert(LL)
0.70 11-12
>472 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.80
Vert(CT)
0.64 11-12
>511 180
MT18HS
244/190
BCLL 0.0 '
Rep Stress Incr NO
WB 0.93
Horz(CT)
-0.16 , 10
n/a n/a
BCDL 10.0
Code FBC2017[TP12014
Matrix -MS
Weight: 160 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 'Except TOP CHORD
5-7: 2x4 SP M 31 BOT CHORD
BOT CHORD 2x4 SP M 30 WEBS
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 16=1468/0-8-0, 10=1467/0-8-0
Max Harz 16=-114(LC 6).
Max Uplift 16=-3087(LC 8), 10=-2948(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1898/4214, 3-4=-1736/4049, 4-6=-2827/6393, 6-7=-1762/4142, 7-8=-1924/4303
BOT CHORD 14-15=-6147/2827, 12-14=-6514/2997, 11-12=-6514/2997
WEBS 2-16=-1355/2826, 2-15=-3828/1763, 3-15=-977/431, 4-15=-1283/2721, 4-14=-653/357,
6-14=-201/420, 6-12=-528/350, 6-11=-1379/2887, 7-11=-908/427, 8-11 =-3844/181 1,
8-10=-1367/2784
Structural wood sheathing directly applied or 4-3-2 oc purlins.
Rigid ceiling directly applied or 2-3-9 oc bracing.
1 Row at midpt 2-15, 6-11, 8-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.-
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3087 lb uplift at joint 16 and 2948 lb
uplift at joint 10.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 439 lb up at
7-0-0, 66 lb down and 205 lb up at 9-0-.12, 66 lb down and 205 lb up at 11-0-12, 66 lb down and 205 lb up at 13-0-12, 66 lb down
and 205 lb up at 15-0-12, 66 lb down and 205 lb up at 16-11-4, 66 lb down and 205 lb up at 18-11-4, 66 lb down and 205 lb up at
20-11-4, and 66 lb down and 205 lb up at 22-11-4, and 276 lb down and 439 lb up at 25-0.0 on top chord, and 142 lb down and 298
lb up at 7-0-0, 31 lb down and 126 lb up at 9.0-12, 31 lb down and 128 lb up at 11.0-12, 31 lb down and 128 lb up at 13-0-12, 31
lb down and 128 lb up at 15.0-12, 31 lb down and 128 lb up at 16-11-4, 31 lb down and 128 lb up at 18-11-4, 31 lb down and 128
lb up at 20-11-4, and 31 lb down and 128 lb up at 22-11-4, and 142 lb. down and 298 lb up at 24-11-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 10/03/8015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVIPII Quality Criteria. DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Infonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
'
T15931384
75688
GRA
HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:47 2019 Page 2
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-1 Nuyl6xHhdn?IHNE5TRhvrikVN3MzCtQ_vG_sEMzz3mY
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pif)
Vert: 1-3=-54, 3-7=-54, 7-9=-54, 17-20=-20
Concentrated Loads (lb)
Vert: 3=-88(F) 5— 40(F) 7=-88(F) 15=18(F) 11=-13(F) 23=-40(F) 24=-40(F) 25=-40(F) 27= 40(F) 28=-40(F) 29=-40(F) 30=-40(F) 31= 13(F) 32= 13(F) 33=-13(F)
34=-13(F) 35— 13(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=31(F)
WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
�'
a truss system. Before use, the building designer must verify the appllcablllty of design parameters, and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVIPII Quality Criteria, DSB-89 and BCSI BuIding Component
6904 Parke East Blvd.
Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
T159313B5
75688
GRB
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:49 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-zm7iSozXCFijXbXcCtT9_CpuOt4SgoLGMZTzIEzz3mW
2-4.0 7-0-0 11-6-14 16-0.0 20-5.2 25.0.0 29-8.0 32-0.0
2-4-0 4.8-0 4-6-14 4-5.2 4-5-2 4-6-14 4-8-0
5x8 MTiBHS= 3x8 =.
5.00 12 2x3 II 5x8MT18HS= 2x3 II
3 24 25 4 26 27 5 6 28 29 30 7 31
32
5x8 MT1BHS
Scale = 1:54.4
17 16 33 34 15 35 36 14 37 38 13 39 40 12 11
3x4 — 3x6 II 5x6 = 4x8 = 5x6 = 4x8 = 5x6 = 3x6 II 3x4 =
4-6-14
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TP12014
CSI.
TC 0.78
BC 0.61
WB 0.84
Matrix -MS
DEFL. in (loc) I/dell Ud
Vert(LL) 0.51 14 >646 240 -
Vert(CT) -0.33 13-14 >994 240
Horz(CT) -0.10 11 n/a n/a
PLATES GRIP
MT20 244/190
MT18HS 244/190
Weight: 164 lb FT = 20
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
Structural wood sheathing directly applied or 3-8-14 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD
Rigid ceiling directly applied or 3-3-7 oc bracing.
WEBS 2x4 SP No.3 WEBS
1 Row at midpt 2-16, 3-15, 8-13, 9-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 17=1657/0-8-0, 11=1774/0-8-0
Max Horz 17=-114(LC 6)
Max Uplift 17=-2457(LC 8), 11=-2247(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2184/3301, 3-4= 3243/4680, 4-6=-3243/4680, 6-7=-3353/4613, 7-8=-3353/4613,
8-9=-2381 /3211
BOT CHORD 15-16= 2846/1960, 14-15=-4867/3689, 13-14=-4867/3689, 12-13=-2757/2129
WEBS 2-17=-1540/23811 2-16=-3043/2019, 3-16=-389/390, 3-15=-1915/1582, 4-15=-411/711,
6-15=-547/528, 6-14=-30/287, 6-13=-414/624, 7-13=-426/725, 8-13=-1959/1493,
8-12= 343/576, 9-12= 2897/2202, 9-1 1=-1 656/2228
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2457 lb uplift at joint 17 and 2247 lb
uplift at joint 11.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 439 lb up at
7-0-0, 66 lb down and 205 lb up at 8-11-3, 81 lb down and 229 Ito up at 10-11-4, 81 lb down and 229 lb up at 12-11-4, 81 lb down
and 229 lb up at 14-11-4, 81 lb down and 229 lb up at 16-11-4, 81 lb down and 229 lb up at 18-11-4, 81 lb down and 229 lb up at
2,0-11-4, and 81 lb down and 229 lb up at 22-11-4, and 299 lb down and 547 lb up at 25.0-0 on top chord, and 63 lb down and 298
lb up at 7-0-0, 31 lb down and 126 lb up at 8-11-3, 51 lb down and 41 lb up at 10-11-4, 51 lb down and 41 lb up at 12-11-4, 51 lb
down and 41 lb up at 14-11-4, 51 lb down and 41 lb up at 16-11-4, 51 lb down and 41 lb up at 18-11-4, 51 lb down and 41 lb up at
Joaquin Velez PE No.68182
82
20-11-4, and 51 lb down and 41 lb up at 22-11-4, and 149 lb down and 131 lb up at 24-11-4 on bottom chord. The design/selection
MiTek USAInc. FL Cert 6634
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).
6904 Parke East Blvd. Tampa FL 33610
Data:
LOAD CASE(S) Standard
January 3,2019
Continued on page 2
© WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1.7473 rev. f0 aMO15 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
OF
a truss system. Before use, the building designer must verify the applicability of design parometers.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 temporaryand permanent bracing
MiTek
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtedo, DSB49 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
T15931385
75688
GRB
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.2413 s uec s zui B MI I ek Industries, Inc. I nu uan a 12:1 J:aa zu1 a rage z
. ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-zm?iSozXCFIjXbXcCtT9_CpuOt4SgoLGMZTzIEzz3mW
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-8=-54, 8-10=-54, 18-21=-20
Concentrated Loads (lb)
Vert:3=-88(B) 5=-68(B) 8=-158(B) 16=18(B) 12=-58(B) 24=40(6) 25=-68(B) 26=-68(B) 28=-6B(B) 30=-68(B) 31= 68(B) 32=-68(B) 33— 13(B) 34=-36(B) 35=-36(B)
36=-36(B) 37=-36(B) 38=-36(B) 39=-36(B) 40=-36(B)
0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MTek® 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 verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVTPIi Qualify Criteria, DSB-89 and SCSI BuBding Component
6904 Parke East Blvd.
Safety Informationavoiiable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T15931386
75688
GRID
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort. Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:50 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-RyZ5f7zAzY9a9k5pmb?OWQM34HPFPM2QbDDXggzz3mV
2 11 6-0 18.0-0 20-8.0 23.0-0
2-4-0 2-8.0 6.6-0 6-6-0 2-8-0 2-4-0
5x8 MT18HS =
5.00 12
2x3 11
22 4 23
5x8 MT18HS =
Scale = 1:38.9
CP
9
N
Im
0
3x4 = 2x3 11 2x3 11 3x6 = 3x10 = 2x3 II 2x3 11 3x4 =
2-0-0
2r4-p 5.0-0
11-6-0
18-0-0
20-8-0 2j-00
23-0-0
2-04�
2-8-0
6.6-0
6-6.0
2-8-0 4-
2-0
Plate Offsets (X,Y)--
[3:0-5-12,0-2-81,[5:0-5-12,0-2-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Vdefl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(LL)
0.53 9-10
>417
240
MT20
244/1.90
TCDL 7.0
Lumber DOL 1.25
BC 0.70
Vert(CT)
0.51 9-10
>431
180
MT18HS
244/190
BCLL 0.0 '
Rep Stresslncr NO
WB 0.43
Horz(CT)
-0.02 8
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Weight: 100lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 13=701/0-8-0, 8=701/0-8-0
Max Harz 13=-75(LC 6)
Max Uplift 13=-1303(LC 8), 8=-1262(LC 5)
Max Grav 13=975(LC 39), 8=975(LC 38)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing.
WEBS 1 Row at midpt 3-10, 5-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-758/904, 2-3= 902/1155, 3-4= 1749/2542, 4-5=-1749/2542, 5-6=-902/1155,
- 6-7=-758/904
BOT CHORD 1-13=-888/744, 12-13=-887/789, 10-12=-872/782; 9-10=-872/73618-9=-888R4'4,
7-8=-888/744
WEBS 2-13=-484/707, 3-12=-287/234, 3-10=-1668/1116, 4-10=-483/736, 5-10=-1668/1117,
5-9=-287/234, 6-8=-484/662
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1303 lb uplift at joint 13 and 1262 lb
uplift at joint 8.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down and 210 lb up at
5-0-0, 137 lb down and 83 lb up at 7-0-12, 137 lb down and 83 lb up at 9-0-12, 137 lb down and 83 lb up at 11-0-12,.137 Ib.down
and 83 lb up at 11-11-4, 137 lb down and 83 lb up at 13-11-4, and 137 lb down and 83 lb up at 15-11-4, and 317 lb down and 210
lb up at 18-0-0 on top chord, and 201 lb down and 246 lb up at 5-0-0, 1 lb down and 67 lb up at 7-0-12, 1 lb down and 67 lb up at
9-0-12, 1 Ito down and 67 lb up at 11-0-12, 1 Ib down and 67 lb up at 11-11-4, 1 lb down and 67 lb up at 13-11-4, and 1 lb down
and 67 lb up at 15-11-4, and.201 lb down and 246 lb up at 17-11-4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
Joaquin Velez PE N6.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010 12015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVIPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T159313B6
75688
GRC
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:50 2019 Page 2
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-RyZ5f7zAzY9a9k5pmb?OWQM34HPFPM2QbDDXggzz3mV
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3= 54, 3-5=-54, 5-7=-54, 14-17=-20
Concentrated Loads (lb)
Vert: 3=38(F) 5=38(F) 12=112(F) 9=112(F)
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
��
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
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, seeANSIfIPII Qua1By Criteria. DSB-89 and SCSI Building Component
6904 Parke East Blvd..
Safety Infomfatiorwvalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T15931387
75688
GRID
HALF HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:51 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-w87TtT_oksHRnug7KlWd3duODhrZBuJZgty4N7zz3mU
2-4-0 5-0-0 64
-0
2-4-0 2-8-0 1-4-0
44 =
2x3 II
2-0.0 2-4-0 5-0.0 6-4.0
2-0-0 0-4-0 2-8-0
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
NO
BCDL
10.0
Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 5=-15/Mechanical, 7=327/0-8-0
Max Horz 7=176(LC 8)
Max Uplift 5=-262(LC 5), 7=-575(LC 8)
Max Grav 5=236(LC 22), 7=327(LC 1)
CSI.
DEFL.
in
(loc)
I/defl
Ud
TC 0.18
Vert(LL)
-0.07
6-7
>682
240
BC 0.31
Vert(CT)
-0.06.
6-7
>797
180
WE 0.10
Horz(CT)
0.00
5
n/a
n/a
Matrix -MP
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
WEBS 2-7=-249/352
3x4 11
4
Scale.= 1:17.5
-PLATES GRIP
MT20 244/190
Weight: 27 lb FT = 20%
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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=41t; Cat.
II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 5 and 575 lb uplift at
joint 7.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 308 lb down and 209 lb up at
5-0-0 on top chord, and 274 to down and 244 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-3=-54, 3-4= 54, 5-8=-20
Concentrated Loads (Ib)
Vert: 3=36(F) 6=110(F)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
Q WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. f0/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
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, seeANSV1Pl1 Quality Criteria, DSB-89 and BCSI BuOding Component
6904 Parke East Blvd.
Safety lnfoanatlonavolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
T15931388
75688
HVA
Valley
1
1
Job Reference (optional)
L,namoers i russ, inc., ron rierce, rL
b.z4u s uec b zul b mr i eK inausines, inc. i nu uan s iz:is;bz zuia rage i
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-OLhr4p?QVAP102FBu01 scrRQf4B4tKWj3XidvZzz3mT
4-2-6
4x5 =
5.00 12
10 2
M
10-3-0
2x3 11
3 12
4x5 =
4 13
4-2-8
Scale = 1:29.9
3x4 9 8 7 6 3x4
2x3 I 3x6 = 2x3 11 2x3 11
4-2-8 14-5-8 18.8-0
4-2-6 10-3.0 4-2-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in floc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.71
Vert(LL) n/a n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.29
Vert(CT) n/a n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.17
Horz(CT) 0.00 5 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Weight: 60 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 18-8-0.
(lb) - Max Horz 1=52(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-116(LC 12), 5=-116(LC 12), 7=.539(LC 9), 9=-280(LC
12), 6=-280(LC 12) .
Max Grav All reactions 250 Ib' or less at joints) 1, 5 except 7=421(LC 21), 9=316(LC 1), 6=316(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
WEBS 3-7=-320/572, 2-9=-217/381, 4-6=-217/383
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Extedor(2) 4-2-8
to 8-5-7, Interior(1) 8-5-7 to 14-5-8, Extedor(2) 14-5-8 to 17-11-4 zone; cantilever left and right exposed ;C-C for members and forces
& MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 1, 116 lb uplift at
joint 5, 539 lb uplift at joint 7, 280 lb uplift at joint 9 and 280 lb uplift at joint 6.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
January 3,2019
WARNING - Ve it desi n .,.meters and READ NOTES ON THIS AND INCLUDED MITEK REFERAN E PAGE M ll- rev. 1 15 EFO E USE.
0 y g p C P G sf B R
eual
r an In b
Design valid for use onlywith MlTekta� connectors. This design Is based onlyupon .,.meters shown, and Is for an individual building component, not
��'
a truss system. Before us, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
M!Tek'
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, seeANSI/iPll Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
T15931389
75688
HVB
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
4-2-8
4-2-8
4x4 =
5.00 12
9 2
8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:53 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1B-sXFDl902GTX9OCgNRjY582_gHUb_coUsHBRBR?zz3mS
7-7-0
2x3 11
10 3 11
4x4 =
12
4-2-8
3x4 8 7 6 3x4
2x3 11 2x3 11 2x3 11
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 `
BCDL 10.0
LUMBER -
TOP CHORD
2x4 SP No.3
BOT CHORD
2x4 SP M 30
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
Scale = 1:25.7
8
7-7-0
4-2-8
SPACING-
2-0-0
CSI.
DEFL. in
(lac) I/deft Ud
PLATES GRIP
Plate Grip DOL
1.25
TC 0.40
Vert(LL) n/a
n/a 999
MT20 244/190
Lumber DOL
1.25
BC 0.06
Vert(CT) n/a
n/a 999
Rep Stress Incr
YES
WB 0.12
Horz(CT) 0.00
5 n/a n/a
Code FBC2017/TP12014
Matrix-S
Weight: 52 lb FT = 20
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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 16-0-0.
(lb) - Max Harz 1= 52(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-117(LC 12), 5=-117(LC 12), 7=-392(LC 9), 8=-247(1_C
12), 6=-247(LC 12)
Max Grav All reactions 250 Ib or less at joint(s) 1, 5 except 7=299(LC 21), 8=275(LC 1), 6=275(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 3-7=-232/417, 2-8=-185/338, 4-6=-185/339
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Extedor(2) 4-2-8
to 8-5-7, Interior(1) 8-5-7 to 11-9-8, Exterior(2) 11-9-8 to 15-3-4 zone; cantilever left and right exposed ;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 1, 117 lb uplift at
joint 5, 392 lb uplift at joint 7, 247 lb uplift at joint 8 and 247 lb uplift at joint 6.
Joaquin Velez PENo.68182
MiTek USA, Inc. FL Cart 66U
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
��
a truss system. Before use, the building designer must verify the applicabllity of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'.
Is always required for stabllity 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; seeANSVIPII GualB�yy Criteria, DSB-89 and SCSI Building Component
Salty Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/SIME
T15931390
75688
HVC
Valley
1
1
Job Reference (optional)
Chambers truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:53 2019 Page 1
ID:4RFbgdHv_CU9535p9sU5hPy9M1B-sXFD1902GTX90CgNRjY582_c4UUdcolsHBRBR?zz3mS
4-2-8 7-9-8 12-0.0
4-2-8 3-7-0 4-2-8
Scale = 1:19.2
3x6 =
5.00 12
2x3 11 3x6 =
6
4x4 i 2x3 11 4x4
12-0.0
Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [4:0-3-0,0-2-4]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67.
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.47
Vert(CT) n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.09
Horz(CT) -0.01
5 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Weight: 36 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0.oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 7-9-12 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=246/12-0-0, 5=246/12-0-0, 6=288/12-0-0
Max Horz 1= 52(LC 10)
Max Uplift 1=-275(LC 12), 5=-275(LC 12), 6=-225(LC 9)
Max Grav 1=246(LC 1), 5=246(LC 1), 6=290(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 329/641, 2-3=-328/670, 3-4=-328/670, 4-5=-329/640
BOT CHORD 1-6=-493/277, 5-6=-493/277
WEBS 3-6=-151/299
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterar(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Exterior(2) 4-2-8
to 11-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 1, 275 lb uplift at
joint 5 and 225 lb uplift at joint 6.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 1WO312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design porameters,ond properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
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, seeANSVTPII Quality Criteria. DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infoanationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
T15931391
75688
J1
JACK -OPEN
13
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:54 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-KjpbVV1 gi of?eMPa?R3KhGW16uiOLCj?W rBk_Szz3mR
3.0-0
3-0-0
3x6 11
Scale = 1:11.4
2-8-0
2-8-0
3-0-0
0-4-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(LL) -0.00
5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT) 0.00
5 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.25
Horz(CT) 0.05
3 n/a n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix -MP
Weight: 11 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=-145/Mechanical, 4=-166/Mechanical, 5=528/0-8-0
Max Horz 5=103(LC 12)
Max Uplift 3=-145(LC 1), 4— 166(LC 1), 5=-746(LC 12).
Max Grav 3=184(LC 12), 4=228(LC 12), 5=528(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-275/853
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3, 166 lb uplift at
joint 4 and 746 lb uplift at joint 5.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
M!Tek'
Is always required for stobllity 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, SeeANSLMII Quality Criteria, DSB-69 and SCSI Bullcitnp Component
6904 Parke East Blvd.
Safety Inforrrlatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T15931392
75688
J3
JACK -OPEN
16
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:55 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-ovN_ir11o5osFW_mZ8aZDT3z2I3y4gC91VwHW uzz3mQ
5-0-0
5-0-0
Scale = 1:15.5
2x3 11
2-0-0 , 2-4-0
2-0-0 0-4-0
,
5-0-0
2-8-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.64
Vert(LL)
0.01 4-5
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.86
Vert(CT)
0.01 4-5
>999
180.
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(CT)
0.06 3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3=29/Mechanical, 4=-10/Mechanical, 5=346/0-8-0
Max Horz 5=173(LC 12)
Max Uplift 3=-78(LC 12), 4=-65(LC 13), 5= 507(LC 12)
Max Grav 3=46(LC 17), 4=20(LC 3), 5=346(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-296/109
BOT CHORD 1-5=-114/297
WEBS 2-5=-241/586
Structural wood sheathing directly applied or 5-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; -cantilever left
exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 3, 65 lb uplift at joint 4
and 507 lb uplift at joint 5.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVTP11 Cualtty Criteria, DSB$9 and BCSI BuOding Component
6904 Parke East Blvd.
Safety Inforrnationovailable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T15931393
75688
J5
JACK -OPEN
12
1
Job Reference (optional)
chambers I russ, Inc., Fort Fierce, FL
8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:55 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-ovN_ir1 Io5osFW_mzBaZDT30z11 A4gM91VwHW uzz3mQ
2x3 11
Scale = 1:20.4
2-0-0
2-0-0
2-4-0,
-4-0
7-0-0
4-8-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
floc)
I/deft
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.39
Vert(LL)
0.11
4-5
>490
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC . 0.97
Vert(CT)
0.11
4-5
>504
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.16
Horz(CT)
-0.08
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 23lb FT=20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3=94/Mechanical, 4=32/Mechanical, 5=387/0-8-0
Max Horz 5=243(LC 12)
Max Uplift 3=-189(LC 12), 4=-118(LC 9), 5=-569(LC 12)
Max Grav 3=96(LC 17), 4=71(LC 3), 5=387(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-367/161
BOT CHORD 1-5=-150/353
WEBS 2-5=-330/554
BRACING -
TOP CHORD Structural wood sheathing directly applied ror 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; 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 left
exposed.; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 3, 118 lb uplift at
joint 4 and 569 lb uplift at joint 5.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 10/03(2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
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, seeANSIMI1 QualBy Criteria, DSB 89 and SCSI BuOdinp Component
6904 Parke East Blvd.
Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22y14.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
T15931394
75688
JA
Jack -Open
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:56 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-G6xMwB2wZOwjtfZy7s5omhcGPibJp9Alz9gr2Kzz3mP
1-0-0
� 1-0�
5.00 F12
3x4
Scale = 1:11.5
3x4 11
1-
1-0.00-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/clef]
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.09
Vert(LL)
0.00
4
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.08
Vert(CT)
-0.00
4
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MR
Weight: 4 lb FT = 20 %
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 4=31/0-8-0, 2=22/Mechanical, 3=9/Mechanical
Max Harz 4=29(LC 12)
Max Uplift 2=-54(LC 12), 3=-18(LC 12)
Max Grav 4=31(LC 1), 2=23(LC 17), 3=16(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 1-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 2 and 18 lb uplift at
joint 3.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
January 3,2019
A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. la/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSViPl1 Quality Cdtedo, Will and BCSI BuOdtng Component
6904 Parke East Blvd.
Safety Infonnaflonovailable from Truss Plate Insitfute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
T15931395
75688
JA3
Jack -Open
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:56 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-G6xMwB2wZOwjtfZy7s5omhc9liVPp9Alz9gr2Kzz3mP
3-0.0
3.0.0
3x4
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.54
Vert(LL)
-0.00
3-4
>999
360
TCDL 7.0
Lumber DOL
1.25
BC 0.46
Vert(CT)
-0.01
3-4
>999
240
BCLL 0.0
Rep Stress [nor
YES
WB 0.00
Horz(CT)
-0.04
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MR
Wind(LL)
0.01
3-4
>999
240
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 4=103/0-8-0, 2=71/Mechanical, 3=32/Mechanical
Max Horz 4=98(LC 12)
Max Uplift 4=-40(LC 12), 2=-132(LC 12), 3=-22(LC 12)
Max Grav 4=103(LC 1), 2=71(LC 1), 3=53(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale=1:15.7
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 20%
Structural wood sheathing directly applied or 3-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0ps1; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and
forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 4, 132 lb uplift at joint
2 and 22 Ito uplift at joint 3.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1WO312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSMII Gualttyy Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Infomlatiorlavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T15931396
75688
JA5
Jack -Open
8
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
3x4
8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:57 2019 Page 1
1 D:4RF6gdHv_CU9535pgsU5hPy9M 1 B-kl Uk7X3ZKi2aVp89gZd1 J u8DQ5tKYcQSCpPOan7z3mO
5-0-0
5-0-0
Scale = 1:19.7
4
3
5x8 MT18HS
I I
5.0-0
5-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.97
Vert(LL)
-0.02
3-4
>999
360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.35
Vert(CT)
-0.05
3-4
>999
240
MT18HS
244/190
BCLL 0.0
Rep Stress, Incr
YES
W B 0.00
Horz(CT)
-0.10
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MR
Wlnd(LL)
0.07
3-4
>855
240
Weight: 17lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 4=177/0-8-0, 2=122/Mechanical, 3=56/Mechanical
Max Harz 4=168(LC 12)
Max Uplift 4=-95(LC 12), 2=-213(LC 12), 3=-26(LC 12)
Max Grav 4=177(LC 1), 2=122(LC 1), 3=91(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-4=-145/286
Structural wood sheathing directly applied or 5-0-0 oc puffins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Intedor(1) 3-1-12 to 4-11-4 zone; cantilever
left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60
2) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 4, 213 lb uplift at joint
2 and 26 lb uplift at joint 3.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11711-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MfTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVWII Quality Criteria, DSB-89 and BCSI Bugding Component
6904 Parke East Blvd.
Safety Infonnatlonovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
I
T15931397
75688
JU
JACK -OPEN
12
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
3x4 =
8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:57 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-klUk7X3ZKi2aVpB9gZd1Ju8P65wfycQSCpPOanzz3mO
1-0.0
1-0.0
7
0
Scale = 1:7.2
PROVIDE ANCHORAGE, DESIGNED BY OTHERS,
°P AT BEARINGS TO RESIST MAX. UPLIFT
7 AND MAX HORZ. REACTIONS
d SPECIFIED, BELOW.
1-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.22
Vert(LL) -0.00
6 n/r 120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.14
Vert(CT) -0.00
6 n/r 120
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00
n/a n/a
BCDL 10.0
Code FBC2017/fP12014
Matrix -MP
Weight: 3 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=73/Mechanical, 3=0/Mechanical
Max Harz 2=-86(LC 12), 3=120(LC 12)
Max Uplift 2= 123(LC 12)
Max Grav 2=73(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-291/86
BOT CHORD 1-3=-64/262
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 2.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSVIPII Quality Cdtoda, DSB-89 and BCSI Suading Component
6904 Parke East Blvd.
Sofoty Infotmatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T15931398
75688
JUX
JACK -CLOSED
9
1
Job Reference (optional)
L;namoers I russ, Inc., vort vierce, I-L 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:58 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1B-CU26Lt4B50AR7zjLEGBGr6ha6VCxH25bRT9y7Dzz3mN
1-10-8
1-10-8
3x4 =
1-10.8
1-10-8
2x3 11
Scale= 1:9.0
PROVIDE ANCHORAGE, DESIGNED BY OTHERS,
AT BEARINGS TO RESIST MAX. UPLIFT
AND MAX HORZ. REACTIONS
SPECIFIED BELOW.
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI.
TC 0.20
BC 0.39
WB 0.10
Matrix -MP
DEFL. in
Vert(LL) -0.00
Vert(CT) -0.00
Horz(CT) 0.00
(loc) I/defl Lid
6 n/r 120
6 n/r 120
n/a n/a
-PLATES GRIP
MT20 244/190
Weight: 7 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-10-8 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=133/Mechanical, 2=0/Mechanical
Max Horz 3=230(LC 12), 2=-167(LC 12)
Max Uplift 3=-224(LC 12)-
Max Grav 3=133(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BOT CHORD 1-3=-134/537
WEBS 2-3=-102/339
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right
exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 3.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before usa, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
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, seeANSVIPl1 GualBI�yy Cdtedo, DSB-69 and SCSI BuOding Component
6904 Parke East Blvd..
Safety Informatlonovollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22$14.
Tampa, FL 33610
Job
Truss
Truss Type
Oty
Ply
WATERSONG WAY/ SIME
'
T15931399
75688
JX5
MONOPITCH
3
1
Job Reference (optional)
l.narnuers 1 Fuss, Inc., raft rlerce, rL
b.24U s uec ti 2U16 MI I eK Industries, Inc. I hu Jan 3 12:13:58 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-CU26Lt4B50AR7zjLEG8Gr6haIVFBH18bRT9y7Dzz3mN
2.4-0 6.4-0
2-4-0 4-0-0
2x3 11
3x4 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Well
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.23
Vert(LL)
0.04 4-5
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.25
Vert(CT)
0.04 4-5
>999
180.
BCLL 0.0
Rep Stress Incr
YES
WB 0.16
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 BOT CHORD
WEDGE
Left: 2x4 SP No.3
REACTIONS. (lb/size) 4=90/Mechanical, 5=368/0-8-0
Max Horz 5=216(LC 12)
Max Uplift 4=-234(LC 12), 5=-540(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-324/147, 3-4=-127/275
BOT CHORD 1-5=-138/306
WEBS 2-5=-308/541
Scale = 1:20.2
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-070, Intedor(1) 3-0-0 to 6-2-4 zone; cantilever left
exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 4 and 540 lb uplift at
joint 5.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1111-7473 rev. 1WO31201S BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
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, seeANSVIPII Quality Cdterl DSB-69 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatlonavallable from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty,
Ply
WATERSONG WAY/ SIME
.T15931400
75688
KJ3
DIAGONAL HIP GIRDER
3
1
Job Reference (optional)
GnamDers I russ, Inc., port Fierce, rL 8.240 s Uec 6 2018 Mtl ek Industries, Inc. Thu Jan 3 12:13:59 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-hhcUYC4psJIIk71Xo_fVOJEjovYBOU3lg7vVffzz3mM
3-3-4 3-7-2 7-0-2
3.3-4 -3-14 3-5-0
Scale: 3/4"=l'
I
N
N
N
N
2x3 11
2-9-9 3-3.4
7-0-2
2-9.9 0-5-10
3-8-14
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.33
Vert(LL) -0.06
5-6 >697 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.39
Vert(CT) 0.04
5-6 >999 240
BCLL 0.0 '
Rep Stress Incr NO
WB 0.18
Horz(CT) 0.01
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 28 lb FT = 20 %
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=34/Mechanical, 6=349/0-11-5, 5=-160/Mechanical
Max Harz 6=172(LC 8)
Max Uplift 3=-96(LC 8), 6=-899(LC 8), 5=-202(LC 17)
Max Grav 3=110(LC 28), 6=868(LC 31), 5=202(LC 24)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 613/496
BOT CHORD 1-6=-458/630, 5-6=-458/458
WEBS 2-6=-497/563,2-5=-480/480
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) N/A
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3, 899 lb uplift at joint
6 and 202 lb uplift at joint 5.
7) "NAILED" indicates 3-1 Did (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads.(plf)
Vert: 1-3=-54, 4-7=-20
Concentrated Loads (lb)
Vert: 10=171(F=86, B=86) 11— 90(F=-45, B=-45) 12=21 1 (F=1 05, B=105)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 3361D
Date:
January 3,2019
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
Wit
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
Welk'
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, seeANSUIPII Quality Criteria, DS949 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnationcivailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314,
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T15931401
75688
KJ5
DIAGONAL HIP GIRDER
3
1
Job Reference (optional)
i.ndnwerb r Fuss, mu., run rnerce, rL b.240 5 uec b 2U1 t3 MI I eK Industnes, Inc. I nu Jan 3 12:14:00 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-9tAsmY5RddQ9MHskMhAkwXmthJukltPuune2B5zz3mL
3.3-4 5-0-1 9.10-1
3-3-4 1-8-14 4-10-0
2x3 II~� 4
9-10.1
2-9-9
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Lid
TCLL 20.0
Plate Grip DOL
1.25
TC 0.39
Vert(LL)
0.10
4-5
>752
240
TCDL 7.0
Lumber DOL
1.25
BC 0.44
Vert(CT)
0.09
4-5
>912
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.43
Horz(CT)
0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP. M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3=124/Mechanical, 5=337/0-11-5, 4=-29/Mechanical
Max Harz 5=242(LC 24)
Max Uplift 3=-212(LC 8), 5=-967(LC 8), 4=-130(LC 16)
Max Grav 3=162(LC 28), 5=941(LC 31), 4=47(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-716/521, 2-3=-271l78
BOT CHORD 1-5=-475/744, 4-5=-475/502
WEBS 2-5=-603/543, 2-4=-510/482
Scale = 1:20.1
Io
n
PLATES GRIP
MT20 244/190
Weight: 41 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0.oc purlins
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical. connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 3, 967 lb uplift at
joint 5 and 130 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 lb down and 222 lb up at
4-4-0, 291 lb down and 222 lb up at 4-4-0, and 150 lb down and 84 lb up at 7-1-15, and 150 lb down and 84 lb up at 7-1-15 on top
chord, and 45 lb down and 138 lb up at 1-6-1, 45 lb down and 138 lb up at 1-6-1, 298 lb down and 194 lb up at 4-4-0, 298 lb down
and 194 lb up at 4-4-0, and 17 lb up at 7-1-15, and 17 lb up at 7-1-15 on bottom chord. The design/selection of 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 CASES) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-6= 20
Concentrated Loads (lb)
Vert: 9=171(F=86, B=86) 11=-90(F=-45, B=-45) 12=21 1 (F=105, B=105)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 1WO312015 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not
��
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
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, seeANS171P11 Quality CAforlo, DSB-89 and BCSI BuBding Component
6904 Parke East Blvd.
Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
T15931402
75688
KJA5
Diagonal Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., 1-ort Pierce, I-L 8.240 s Dec 6 2018 MITek Industries, Inc. Thu Jan 3 12:14:01 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-d3kFzu63OxY0_RRwvPhzTkJ?3jE6UQd17ROcjYzz3mK
3-6-1 7-0-2
r 3-6-1 3.6-1
Scale = 1:20.3
3x4 11
7-0-2
7-0-2
Plate Offsets (X,Y)--
[3:0-0-9,0-2-01
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL)
-0.20
3-4
>418
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.36
Vert(CT)
-0.26
3-4
>315
180
BCLL 0.0
Rep Stress Incr NO
WB 0.05
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC20171TPl2014
Matrix -MP
Weight: 32 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 4=102/0-10-15, 2= 1 67/Mechanical, 3=5 1 /Mechanical
Max Horz 4=16B(LC 8)
Max Uplift 4=-299(LC 8), 2= 291(LC 8), 3=-86(LC 8)
Max Grav 4=434(LC 28), 2=195(LC 28),'3=117(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-4=-253/190
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 4, 291 lb uplift at
joint 2 and 86 lb uplift at joint 3.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 60 lb up at
1-6-1, 291 lb down and 220 lb up at 1-6-1, and 54 lb down and 147 lb up at 4-4-0, and 150 lb down and 84 lb up at 4-4-0 on top
chord, and 2 lb down and 20 lb up at 1-6-1, 220 lb down and 193 lb up at 1-6-1, and 23 lb down and 30 lb up at 4-4-0, and 67 lb up
at 4-4-0 on bottom chord. The design/selection of 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) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 3-4=-20
Concentrated Loads (lb)
Vert: 5=85(B) 6=-O(F) 7=104(F=-1, B=105) 8=-5(F)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev. f0/03/E015 BEFORE USE.��
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parometers.and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSViPII Quality CrBeda, DSB-89 and BCSI Bullding Component
6904 Parke East Blvd.
Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
`
T15931403
75688
KJUX
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan3 12:14:01 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-d3kFzu630xY0_RRwvPhzTkJ5LjEpUNsl7ROcjYzz3mK
2-7-1
2.7-1
Scale = 1:8.9
3x4 =
PROVIDE ANCHORAGE, DESIGNED BY OTHERS,
AT BEARINGS TO RESIST MAX. UPLIFT
AND MAX HORZ. REACTIONS
SPECIFIED BELOW.
3
3x6 I I
2-6-5
2 7 1
2.6-5
0- - 2
Plate Offsets (X,Y)-- [1:0-1-1,0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.20
Vert(LL)
0.00 4 n/r 120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.38
Vert(CT)
0.00 4 n/r 120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.23
Horz(CT)
0.00 n/a n/a
BCDL 10.0
Code FBC2017frPI2014
Matrix -MP
Weight: 9.1b FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 2-7-1 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=192/Mechanical, 2=-0/Mechanical
Max Harz 4=423(LC 12), 2=-359(LC 12)
Max Uplift 4=-312(LC 12)
Max Grav 4=192(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD 1-2=-1534/274
BOT CHORD 1-4= 248/1543
WEBS 2-4=-147/764
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; cantilever left and right exposed; porch left and right
exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb. uplift at joint 4.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component noT
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
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, seeANSI/IPII Qualify Criteria, DSO 89 and SCSI BuIlding Component
6904 Parke East Blvd.
Safety Infonnationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Jab
Truss
Truss Type
Qty
Ply
WATERSONG WAY/ SIME
'
T75931404
75688
V4
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
3x4
5.00 12
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
. 1.25
TC 0.15
TCDL
7.0
Lumber DOL .
1.25
BC 0.13
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2017/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 1=94/4-0-0, 3=94/4-0-0
Max Harz 1=19(LC 11)
Max Uplift 1=-88(LC 12), 3= 88(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
8.240 s Dec 6 201 B MiTek Industries, Inc. Thu Jan 3 12:14:02 2019 Page 1
ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-5GIdAE7hBEgtbaO6T6CCOysGu6d7DtfBM579G_zz3mJ
4-0-0
3x6 =
3x4
4.0.0
DEFL. in (loc) I/deft Ud PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) -0.00 3 n/a n/a
Scale = 1:7.5
Weight 10 lb FT = 20
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and
forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 1 and 88 lb uplift at
joint 3.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
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, seeANSI/1PII Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
WATERSONG WAY/ SIME
`
T15931405
75688
V8
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:14:03 2019 Page 1
I D:4RF6gdHv_CU9535p9sU5hPy9M 1 B-ZSs?Oa8JvYokDkbll qj RY90J?W zCyJBKaItjcCzz3m I
i 4-0-0 B-0-0
4-0-0 4-0-0
3x4
2x3 11
4x4 =
3x4
Scale = 1:14.6
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.18
Vert(CT) n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.11
Horz(CT) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 24 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0
Max Horz 1=-49(LC 10)
Max Uplift 1— 133(LC 12); 3=-133(LC 12), 4=-188(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-185/372
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has-been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 1, 133 lb uplift at
joint 3 and 188 lb uplift at joint 4.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 3,2019
Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verily 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, seeANSVWII Quail Cdtorla, DSB-89 and SCSI Building Component
Safety Infonnaflonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314.
��
MiTek
6904 Parke East Blvd.
Tampa, FL 33610
Symbols
Numbering System
General Safety Notes
PLATE LOCATION AND ORIENTATION
3/" Center plate on joint unless x, y
a offsets are indicated.
6-4-$ dimensions shown in ff-in-sixteenths
(Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in ff-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
1 2 3
1. Additional stability bracing for truss system, e.g.
TOP CHORDS
diagonal or X-bracing, is always required. See BCSI.
C1-2 c2-3
2. Truss bracing must be designed by an engineer. For
WEBS
pJN
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
OU �p
bracing should be considered.
3. Never exceed the design loading shown and never
o O
stack materials on inadequately braced trusses.
For 4 x 2, orientation, locate
C2 3 Cs� ~
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
plates 0-'ire" from outside
BOTTOM CHORDS
all other interested parties.
edge of truss.
8 7 6 5
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
joint and embed fully. Knots and wane at joint
required direction of slots in
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
locations are regulated by ANSI/TPI 1.
connector plates.
THE LEFT.
7. Design assumes trusses will be suitably protected from
Plate location details available in MTek 20/20
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
the environment in accord with ANSI/TPI 1.
software or upon request.
NUMBERS/LETTERS.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
PLATE SIZE
PRODUCT CODE APPROVALS
9. Unless expressly noted, this design is not applicable for
ICC-ES Reports:
use with fire retardant, preservative treated, or green lumber.
The first dimension is the late
p
4 x 4 width measured perpendicular
ESR-1311, ESR-1352, ESR1988
10. Camber is anon -structural consideration and is the
responsibility of truss fabricator. General practice is to
to slots. Second dimension is
ER-3907, ESR-2362, ESR-1397, ESR-3282
camber for dead load deflection.
the length parallel to slots.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION
12. Lumber used shall be of the species and size, and
Indicated by symbol shown and/or
by text in the -bracing section of the
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
output. Use T or I bracing
spacing indicated on design.
if indicated.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
g y
14. Bottom chords require lateral bracing h 10 is spacing,
or less, if no ceiling is installed, unless otherwise noted.
BEARING
established by others.
Indicates location where bearings
(supports) occur. Icons vary but
© 2012 MiTekO All Rights Reserved
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
reaction section indicates joint
number where bearings occur.
17. Install and load vertically unless indicated otherwise.
Min size shown is for crushing only.
�b
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards:
project engineer before use.
ANSI/TPI1: National Design Specification for Metal
19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction,
and pictures) before use. Reviewing pictures alone
DSB-89: Design Standard for Bracing.
is not sufficient.
BCSI: Buildin Com onent Safe Information,
g P
MiTek
20. Desi n assumes manufacture in accordance with
g
o
Guide to Good Practice for Handling,
ANSI/TPI 1 Quality Criteria.
Installing & Bracing of Metal Plate
Connected Wood Trusses, 1
MiTek Engineering Reference Sheet: Mll-7473 rev, 10/03/2015