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HomeMy WebLinkAboutTrussAh=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'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY.
I !
1
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less 30' to 60' Span
' Spreader Bar
60 degrees
orless
Tag line 112 span Tag line Approx 2/3 to
approx. 1/2 of Span.
REFER TO BCSI REFER TO BCSI
Truss must be set this way if crane is used. Truss must be set this way if 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.
! WARNING is
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
wify REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED CARRYING HANGERID FASTENER FOR FASTENER FOR
TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS
*Please refer to Standard Engineering package for general instuction on installing hangers
10d=0.148" x 3" 16d=0.162" x 3 1/2"
H
Legend
LOAD
BEARING
AT 12'-0"
. Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !!
\ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 25' - 28' IN LENGTH!!
NOTES:
* ALL BEAMS ARE BY OTHERS.
ALL CEILINGS ARE FLAT.
SQUARE CUT END
2X4 TOP CHORD
WALL HEIGHT 12'-0"
END DETAIL: TYPICAL
3-15
2-00-00 1
12
4 r—
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for
determining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3, Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
After 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of "BCSI' summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has
the 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
to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is
responsible to Chambers Truss for towing costs due to site conditions.
6 Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour
fee for 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.
Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
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
added for all sums not paid within terms.
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 attorney's fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to
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 ANSIlrPINdTCA 4 - 2002""
12. Warranty is per Chambers Truss Warranty attached.
DATE[
SIGNE
A spreader bar may be required per "BCSI" to prevent injury 8 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.
4 .
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.
_i�
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 INC
160l eA&
can er Avenue
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
MITEK VERSION 7.4.1.431 - ---
LOADING/DESIGN CRITERIA REDUCIBLE
DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1
County ST.LUCIE
Building Department ST. LUCIE COUNTY
Wind Design Criteria ASCE 2010
Wind Design Method MWFRS(Directionap/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
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 Conccurent 0
Bottom Chord Dead 10 3 0
Total Load 47 7.2 0
Duration Factor 1.25 0
Wind Speed 170mph
Top Chord C.B. Sheathing by builder
Bottom Chord C.B. Sheathing by builder
Highest Mean Height 15'
Building Type Enclosed
Building Category II: Non Restrictive
Exposure Category C>Open Terrain with scattered obstructions
Miles from Ocean 5
Conforms to Florida Building Code 2017
R.D.L.=Restraining Dead Load C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Designresponsibility Criteria is the res onslbilitf the
Building Designer and/or Engineer of Record JR;A►NC.E
Chambers Truss Inc. Drawing Name:
SCALE: 1/4" = V-011
12 total trusses, 4 unique designs
Designer: RLC Reviewed by: RLC
Date: 09/04/19
FOR
JOHN PURDY
DESCRIPTION:
HYERS GARAGE
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
76248
I) f "
® ..
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by:others.
Ire.
MiTek® l
9d z: 7
RE:: 76248 - HYERS GARAGE
-MiTek USA, Inc.
Site Information::
k tBlvd:
6904 Pare East
Tampa, FL 33610-4115
Customer Info: JOHN PURDY Project Name: HYERS GARAGE Model:
Lot/Block:
Subdivision:
Address: 7501 ROBERTS ROAD
City: FT PIERCE' :
State: FL
Name Address and License # of Structural Engineer of Record, If there is one,.for the building.
-� Name: FRANK W. PARLEY
- License* 401:11
Address: 8800 N US 1; SUITE #2
City: SEBASTIAN
State: FL
General Truss Engineering: Criteria & Design Loads (Individual Truss Design Drawings Show Special
Load ing.Conditions)::'
Design Code: FBC2017/TP1201.4
: Design Program: MiTek 20/20 8.3
:.Wind Code: ASCE'7-10
Wind Speed: 170 mph .
Roof Load: 37.0 psf
Floor Load: N/A psf
= This package includes 4 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify.that I am the Truss.Design Engineer and this index sheet
conforms'to 61G15-31.003; section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# : Truss Name .Date
1 T18027141 A 9/4/19
T18027142 Al 9/4/19
3 Tf8027143 GEA 9/4/19 �®vk
4T1'8027144 SGEA 9/4/19
�r�rri
The truss drawing(s) 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`. Albani,.Thomas
My license renewal date for the state of Florida is February 28, 2021..
IMPORTANT. NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdictions) identified and that the
designs comply with ANSVTPI 1. These designs are based upon parameters
shown (e.g:, loads, supports,: dimensions, shapes and;design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customersfile reference purpose only,. and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability. of the design parameters_or the designs for any particular building. Before use;.:
the building. designer should verify.applicability of design parameters and properly .
incorporate these. designs into the overall building design per ANSIlTPI.1, Chapter 2. '
0 9.380:
C
0..,. STATE OF ,: 7
pG��,k ..
�r�rrn � n►►���
Thomas A. Marl PE No.39360.
MITek USA; Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
September 4,2019
Albani, Thomas 1 of .1
Job 46
Truss
Truss Type
Qty
Ply
HYERS GARAGE ,
T18027141
76248..
A. .'.. ::
Common. :"
4
1
Job Reference (optional):
cnamoers i russ, inc., Von Merce, M
8-1-7 11-3-12 16.11-
0- -1 B•1.7 3-2-55-7-1:
" 4.00 Fl2
3x6 2x3 11 30
6
5
4.'
5x6 � .. :.
5x6 ... 29 :.w.
3. ..
o 15
o.a i u s iun 1 i zula Mi r eK mausmes, inc.. vvea aep 4 ua:uo:vz zui a rage i
ID:PAxHvLaFTFdUtfl JlhtRBOyh4 W A-gF2cdxr_zOm W m?ce9cx5OgQLbuRpxxLY.du2j_Eyh32B
22-7-4 : 25.9-9 33-11-0 33- 1-1
:... 5-7-12 3-2'S..... 8-1-7 :/..' 0- -1
Scale = 1:57.9
45 =
7 ..
31 2x3 I I
8 3x6z .. . . ..
g 2x3 // .
10
.. .. 5x6
7.
12
IJ,
4x8 16 ' .13 "
. .' '. 4x6 =
4xB.11
.. 3x6 = ..
.. ..
3x4 = 3x8 = ..
3x4 =
4x6 =
•
33-v -o
2-0-0 2r4r0 11-3-12 2274
"'. 31-7-0
' 2-0-0' 4 0 :6-1T•12
Plate Offsets (X,Y)-= [2:0-3-8,Edge], [12:0-3-8,Edge]:. .
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. in (loc). 'I/defl ' Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL . " 1.25
TC • 0.66 "
Vert(LL)-0.51:13-16 >797 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC' 0.67.
Vert(CT)-0.97-13-16 >420 240
BCLL .. 0.0 ' '"
Rep Stress Incr YES
WB . 0.57
HOrz(CT)' 0.06 12 n/a n/a"
BCDL: 10.0
Code FBC2017lfP12014
Matrix -MS
Wind(LL) 0.39 13-16 >999 240
Weight: 171 lb FT=20% "
. ...
" LUMBER- BRACING -
TOP CHORD" 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing
directly applied or 4-1.5 oc purlins.
1-5,9-"12: 2x4 SP M 31 . BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing.. "
BOT CHORD' 2x4 SP M 30
WEBS 2x4 SP No.3.
SLIDER Left 2x8 SP 240OF 2:0E -H 3-6-0, Right 2x8 SP 240OF 2.0E -H 3-6-0
REACTIONS. (lb/size) 2=1256/0-8'0,.12=1255/0-8-0
Max Harz 2— 171(LC 10) ... "
Max Uplift 2=-782(LC 12), 12— 782(LC .12) . .. "
,*:FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250"(Ib)'or less except when shown. .
TOP CHORD 2-4=-1850/1348, 4-6==1881/1379,:6-7=-1950/1532, 7-8=-1951/1532, 8-10=-1882/.1380,
f 10-12=-1851/1348
BOT CHORD" '2-16— 1104/1660, 13-16=-811/1338, 12-13=-1105/1657 :
.
WEBS 4-16=42/254, 6-16=-397/435, 7-16=46P/755; 7A3=463/756, 8-13=-398/436,:
"
10-13=-41/254
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2? Wind: ASCE 7-10; Vult=170mph.(3-secand gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat.
• :ll; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2)-0-0-10 to 3-4-1, Interior(1) 3-4-1 to 16-11-8, Exterior(2)
. .. . "
16-11-8 to 20-4-3, Interior(1) 20-4-3 to 33-11-0 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 alive. load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .
will fit between the bottom.chord and any other members, with BCDL = 10.Opsf. .. .
5) Provide mechanical connection.(by others) of truss to-beadrig plate capable of withstanding lbo lb uplift at joint(s) except Qt=1b)
2=782, 12=782.
Thomas A: Albani PE No.39380
MiTek USA, Ino. FL "Ceif6634
6104 Parke East Blvd. Tampa FL 33610: "
Date:: .
September 4,2019
Q :WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-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
t
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,collopse with possible personal Injury and property damage. For general guidance regarding the : '
. "
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIII Quality CrNorla,'D58-89 and BCSI Building Component
6904 Parke East Blvd.,
Safety Infoanaflonavallable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33010-
Job •
Truss
Truss Type
Qty
Ply
HYERS GARAGE
.
T 18027142
76248
Al .: ..
COMMON-:
6 .
1
Job Reference (optional)
GnamberS I russ, Inc., I -on rlerce, 1-l- r1.3i u s Jun i i zui u MI I eK Inausmes, Inc. yvea Jep 4 UJ:Ub:4:1 2.U1 `J rage 7
. '
" ID:PAxHvLaFTFdUtfl JIhtRBOyh4W A-ISc?rHsckhuNN9BrjJSKw2zW 6HnjgN2isYoH W gyh32A
0-01
8-1-7 - i• : .11-3-12 i 16-11-9 i 22.7-4 25-9-9 33-11-0 33-11-1
-1 - - 8-1-6 3-2-5 : 5-7-135.7-12 3-2-5 8-1-7 .01
..
. . .0-0-1 .. .. .. ..
Scale -1:55.9
" .
4x5 = .
4.00 F12 . .
5
.. - 27 28 2x3
3x6 2x3 .I 13x6
4 6
2x3.3 2x3 4
2 .. 8
5x6 ZZ
26 9 29 5x6
10
Im
.. .. .. -- 14 13 30. 31 ..12:
Bx10 II
3x8 4x6 = 8 - x8 II
3x8 = 4 E 3x4 =
-
4xe II •
'2-0-1 2•]]7113 11-3-12 22-7 4 31-7-0 �31.11-033=11-0
102�- 0-112 9-1-15 11-3-8 'B-11-12 .OI4�0 2-0-0
Plate Offsets (X Y)-- [1:0-0-8 1-11-3] [1:0-0-4 1-4-8] [1:0-3-15,0-1-81, [10:0-3-8,Edge] .
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc);-; I/defl Ud "PLATES GRIP
TCLL 20.0 - Plate Grip' DOL 1.25 TC ' 0:68 ' : Vert(LL) -0.55 11-14 >736 360 . MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC' 0.69 • Vert(CT) -1.03 11-14 >393 240
BCLL 0.0 ' Rep Stress [nor YES W B ' 0.66 - Horz(CT) 0.06 10 n/a n/a .
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.45 11-14, >908 : 240 Weight: 166lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 *Except* TOP CHORD' . Structural wood sheathing directly applied or 3-11-15 oc puffins.
1-3,7-10: 2x4 SP M 31 . . . BOT CHORD .:'Rigid ceiling directly applied or.6-3-14 oc bracing.
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP:No.3 " "
WEDGE
Left: 2x8 SP 240OF 2.0E
SLIDER Right 2x8 SP 240OF 2.0E -H 3-6-0
REACTIONS. (lb/size) . 10=1269/0-9-0, 1=1241/0-3-8. .'.. :.
Max Horz• 1=171(LC 11)
Max Uplift 10=-791(LC 12), 1=-774(LC 12)
F&CES. (lb) - Max. Comp./Max. Ten. = All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 2005/1439, 2-4=-1856/1429, 4-5=-2018/1578,.6-6=-1987/1560, 6-8= 1917/1406;
:. 8-10=-1881/1371
BOTCHORD 1-14=-1206/1804,'11-14=-836/1373, 10-11=-1125/1683
WEBS 4-14=-376/422, 5-14=-491/796, 5-11=-463/757; 6-11=-400/438, 8-11==49/263
NOTES- .
12 Unbalanced roof -live loads have been considered for this design.
2) Wind: ASCE 7-10; V•ult=.176mph:(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3:Opsf; h=15ft; B=45ft; L=34ff; eave=oft; Cat.
ll Exp C; Encl., GCpi=0.18; MWFRS (directional) and C C Exterior(2) 0-0-0 to 3-4-1:1, Interior(1) 3-4-11 to 16-11-9,. Exteri6r(2)
16-11-9 to 20-4-4; Interior(1) 20=4-4 to 33711-0 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-O.tall by 2,0=0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
: 5) Provid� mechanical connectiori.(by others) of truss. tobearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
10=79 , 1=774: :: .
Thomas A. Albani PE N6:36380
" MiTek USA, Inc. FL Cert 6634
e East Blvd Ta 61 6904 Park mpa FL 33 0:
Date:
eptem er 4,2019
0 _WARNING -Verify design pararrreters 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,ls-for an Individual building component, not
��•
- -
o.truss system. Before use; the building designer must verity the applicability of design parameters. and properly incorporate this design into the overall
-only..
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members Additional temporary and permanent bracing..
Is aiways:required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the,
Mi 1T
0k'
fabrication, storage. delivery, erection and bracing of Trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI BuBding Component
6904 Parke East Blvd: "
Safely Intomlatlonavallable from Truss Plate Institute', 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610 "
Job ° 1
Truss
Truss Type
City
Ply
HYERS GARAGE
T18027143
76248:: ..
GEA' .. ::
GABLE..
1 .
1
Job Reference (optional)::
Unamoers r russ, in(;., run rierce, rL o.0 r V s ura r r LV b, IYII 1 GA IIIVU u-, 111U. vvuu p
ID:PAxHvLaFTFdUtfl JlhtRBOyh4 W A-EqklGytsFJ84dTLDrkVo0T2_d5bI80k_JsHOaZyh328
33-11-1
0- -1 16-11-8 16-1.1.-8
0-0-1
- .. .. .. ..
... .. - Scale = 1:56.0
4.00 12... 4x4 =
12
10
9 40
41 13 ...
.. .. .. .. 3z6
3x6..
14
8
6 .7
1516
5
4
18. 42
39
19
21
..
..
..:
20
���T1.
@
T
IC0
..: ' 6 3x4 = .. .. ... ....
... - 3x4
38 37 36'' :' 35 34 33. 32 31 30 -29.' .' 28 27 26 25,
24 23 22.'
3x6 - .. 3x6 =
p.
33-11-0 -
2-0-0 . .. . ..... . .. . 31-11-0
LOADING (pso
SPACING- 2-0=0
CSI.
DEFL. in (loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.16
Vert(LL) -0.00 2021 n/r. 120
MT20 " 244/190
TCDL 7.0
Lumber DOL '1.25
BC . 0:17 =
Vert(CT)-0.00:20-21 n/r 90
BCLL ":0.0
Rep Stress lncr ". YES
WB 0.14 ,
Horz(CT) 0.01 22 n/a n/a
BCDL .. 10:0
Code FBC2017fTM014
Matrix-S
. :':
Weight: 169Ib: :'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.'
OTHERS 2x4:SP No.3
REACTIONS. All bearings 29-11-0.
.. .. .
(lb) - Max Horz_38=172(LC 11)
Max:Uplift All uplift 100 Ib or less at joints) 30, 35, 37 except.31=-109(LC 12); 32=-105(LC,12); 34=-108(LC
12), 36=-141(LC 12),:38- 373(LC 12), 29=-109(LC:12), 28= 106(LC 12); 26=-106(LC 12), 25=-106(LC 12),
24=-104(LC 12), 23=-113(LC 12), 22=-288(LC.9)
Max G rav . All.reactions 250 lb or less at.joint(s) 31, 32, 34, 35, 36, 37, 29, 28, 26, 25, 24, 23 except'.' . .
30=262(LC 1), 38=344(LC21j; 22=344(LC 22)
FORCES. (lb) - Max. Comp./Max. Teri. - All forces 250 (lb) or less except when shown.
. .
Ti P CHORD 24=*-508/240, 3-4=404/213, 4-5=-359/226, 5-6=-293/223, 16-17=-297/223,
.
17-18=-364/226, 18-19=-408/213; 19-20=-513/240..
BOT CHORD 2-38=-196/518,.3Z-38=-196/516, 36-37=-196/516, 35-36=-196/516; 34-35=-196%516,
32-34=-1.96/516; 31-32=-196/516, 30-311=-1961516, 29-30- 196/516, 28-29=-196/516, . . .. .
26-28=-i961516, 25-26- 196/516, 24-25=-196/516, 23-24- 196/516, 22=23=-196/516,.
20-22=-196/516
WEBS 10-31=-120/311, 3-38= 21.5/481; 12-29=-120/311, 19-22=-218/483
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: :ASCE]-10;;Vult=170mph (3-second. gust), Vasd=132mph; TCDL=4:2psf; BCDL=3.0psf; h=15ft; B=45ft; L=34ft; eave=2ft; Cat..
:;
Il; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Comer(3)-0-0-10 to 3-4-1, Exterior(2) 3.4'-1 to 16-11-8, Comer(3) 16-11-8
-to 20-4-3, Exterior(2) 20-4-3 to 33-11-10.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) 'Truss designed for windioads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard. Industry
Iicable, or consult qualified building designer as per ANSI/TPI 1:
Gable End Details as:app' q g g
4) All plates are 2x3;MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) :' This truss has been designed for a live load of 20.Opsf on.the:bottom chord in all areas where a rectangle 3-6-0 tall by2-0=0 wide
will fit between the bottom chord and any other members. .
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30: 35, 37 except
(jt=lb).31-109,:32=105, 34=108, 36=14:1, 38=373, 29=109, 28=10.6; 26=106; 25=106, 24=104, 23=1.13, 22=288.
Thomas A.Albani PE No.38380
9) Non Standard bearing condition. Review required.
MiTek USA, Inc. FL Cart 6634
r e East Blvd. Tampa 6 :. 6904 Park mpa FL 33 10:
Date::s. .
: September4,2019
Q :WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with WOW 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.collopse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Cdforla,'DSB-89 and SCSI Building Componont
. .'
6904 Parke East Blvd:
Safety Informotlonavaliabie from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. :...
Tampa, FIL 33610
Job ' A _
Truss
Truss Type
Qty
ply
HYERS GARAGE
T18027144
76248.:
SGEA .
GABLE.
1
1
Job Reference (optional). '
ummMuers r rubs, orc., run rierce, r-L o.a r u s uun-r r zu rm mi r ex inausmes, me.. vveo Sep 4 u9:ub:4r zui a rage 1
I D:PAxHvLaFTFdUtfl.11htFBOyh4W A-ADrVgev6nwOosnVcy9XG5u8LkvGycHIHmAmUfRyh326
2 4-0 16-11-8 33-11-0 33- 1-1
0-8-1 2-4.0. 14-7-8 16-1.1-8 0- -1
.. .. .. .. Scale = 1:56.0
4x4 =
4.00 F12
12.. 13
11
10 45
.3x6 � 46 14.
9 15 3x6
• .. 6 7 8 .. 1617.. .
3x4 5 918
.. .. .19
3x4 �44 4 20 47 -
3 '.
42
22
.. 1.
2.1 N
Im
d , .3x4 = 40 39 38 37 3x4 I l
3x6 .11
3x4 = . G
3x4 .11 3x4 = 36 35 34 33 32 31 30 29 28 27 26
25 24 23
3x4 = 3x6 = • 3x6 =
2-0-0 2 4 0 9-11-0 33-11-0
2-0-0 .0-4-0 '.' 7-7-0 '. 24-0.0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defy Ud
PLATES GRIP
TCLL 20.0
Plate:Gdp DOL 1.25 -
TC 0.12
Vert(LL) -0.01 37 >999 360
MT20 244/190
TCDL 7.0 . -
Lumber DOL 1.25
BC. 016 .
Vert(CT) -0.02• 37 >999 240 . .
BCLL 0.0
Rep Stress Incr YES
I WB 0.20
HOrc(CT) 0,01 23 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Wind(LL) 0.02 37 >999 ..240 .
Weight: 184.Ib : FT = 20
LUMBER- BRACING -
TOR 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 JOINTS. 1 Brace at Jt(s): 42
OTHERS 2x4 SP No.3
REACTIONS. All bearings 22-0-0 except at=length) 40=0-8-O. .
(lb) - Max.Horz36=172(LC 11). .
Max'Uplift All uplift 100 lb or less at joint(s) 31, 35, 24 except 32=-106(LC 12), 33=-114(LC:12), 30=-107(LC
12), 29=-106(LC 12), 27= 106(LC 12), 26=-104(LC 12); 25=-115(LC 12), 23=-240(LC 9), 36=-312(LC 12),.
40=7377(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 32, 33, 35, 30, 29, 27; 26, 25,24 except 31=251(LC 1),
'23=317(LC 22), 36=464(LC 17),;40=430(LC 21)
IfORCES. (lb) --Max. Comp./Max. Ten. - All forces 250 (lb) or less except when'shown.
TOP CHORD: 2-3=-391/205, 4-5=-304/224, 5-6=-265/229, 6-8=-252/242, 18-19= 286/207,
19-20=-301/192; 20-21=-414/221
"
BOT CHORD 2-40=-17.0/394, 39-40— 170/394, 38-39,=-170/394, 35-36=-178/420,:33-35==178/420,
32-33= 178/420, 31-32— 178/420, 30-31==178/420, 29-30=-178/420, 27=29=-178/420,.
26-27=-178/420, 25-26=-178/420,24-25=-178/420,:23-24=-178/420, 21-23=-178/420
WEBS 20-23=-202/330, 3-40=-357/356; 4-42=-352/242, 41-42=-368/251, 36-41— 374/260,
3-43=-242/355, 38-43= 253/360
NOTES- . ....
1) Unbalanced roof live loads have been considered for this design. :.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0=0-10 to 3-4-1, Interior(1)3-4-1 to 16-11-8, Exterior(2)
16=11-8 to 20-4-3, Interior(1) 20-43 to 33-11-10 zone; cantilever left and right exposed.;C=C for members and forces &.MWF.RS for
-
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
'3) Truss designed for wind:loads in1he plane of the truss:only. For studs exposed to: wind (noanal to the face), see Standard -Industry
Gable End Details as applicable, or consultgualified building designer'as perANSVTPI 1.
4) All plates are 2z3 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) :This truss has been designed.for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
.7) ' This truss has been.designed for a live load of 26.0psf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide
will fit between the.bottom chord and any other members.
8) Provide mechanical connection (by others) -of truss to bearing plate capable of. withstanding 100:lb uplift at joint(s) 31, 35, 24 except
Thomas A. Al6ani PE No.39380
at=lb) 32=106, 33=114, 30=107, 29=106,_27=106, 26=104, 25=115, 23=240, 36=312, 40=377.
Mi rek USA, Inc. FL Wt'6634
6904 Park FL 33610:
e East Blvd Tampa
Date::..
eptem er ,20 9
. _WARNING - Verify design parameleis and READ NOTES ON -THIS ANDIINCLUDED M/TEK REFERANCE PAGE M_ 11-7473 rev. 1010312015 BEFORE USE,
•
-
"Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and Is for on Individual building component not
'
-ghuss system. Before use; the building designer must verify the Applicability of design parameters.ond properly Incorporate this design Into the overall
building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only.. Additional temporaryand permanent bracing
M!Tek•.
prevent .
Is always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the
. '
6904 Parke -East Blvd:
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPl1 Quality Cdlorla; DSB-69 and SCSI Bulding Component
Safety Informationavollable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ... -
Tampa, FL '33610 '
Symbols
PLATE LOCATION AND ORIENTATION
14 -13/4 Centerplate on joint unless x, y
offsets.are indicated.
Dimensions are in ff-in-sixteenths.
Apply plates to both sides of truss:
and fully:embed teeth..
1/ld�. ..
I .
_ I For 4 x 2: orientation, locate
V"V plates 0-1/0 from outside
edge of truss.:
This symbol indicates the :
required direction of slots in
connector plates.:
Plate location details available in MTek 20/20 .
software or upon request.
PLATE SIZE
Numbering "System
..... .... .
General Safety Notes
6-4-8 dimensions shown in ft-in-sixteenths
FallUre .t0 .FOIIOW,COUICd CC1USe PCOpeI'ty .
(Drawings not to" scale)
Damage Or Personal Injury
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
wide truss spacing; Individual lateral braces themselves
WEBS
may require bracing, or alternative Tor I
c
m
p
bracing should; be considered:
O
_
,�
3 ��� .
3C
ACS:6
.
O
. . .
.3.. Never exceed the design loading shown and never
U
stack materials on inadequately braced trusses..O4.:
Provide copies of this.trussdesign tothe building"c7q.
s c6z
designer, erection supervisor, property owner and
BOTTOM CHORDS
all other interested parties.
8, 7 65
5. Cut members to bear tightly against each other:
6. Place plates on each face of truss at each
JOINTS ARE:GENERALLY NUMBERED/LETTERED CLOCKWISE
:.:
joint and embed fully. Knots and :wane at joint.:
AROUND: THE TRUSS STARTING AT THE JOINT FARTHEST TO
locations are regulated by ANSI/TPI 1.
THE LEFT.
7_." Design assumes trusses will be suitably; protected from.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
the environment In accord with ANSI/TPI 1.
NUMBERS/LETTERS.
-. 8.:' Unless otherwise noted, moisture content of lumber.
shall not exceed 19%, at. time of fabrication.
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 plate 10. Camber is a non-structural consideration and is the
4 X 4-
width measuredperpendicular ESR-1311, ESR-1352, ESR1988 responsibilityof truss fabricator: General practice is to
to -slots. Second dimension is .., ER-3907, ESR-2362, ESR-1397, ESR-3282 d
camber for ea 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.
in all respects, equal to or better than:thdt
Trusses are designed for wind loads in the lane of the:
specified.
Indicated by symbol shown and/or .: g. I? .. � :. '
truss unless otherwise shown:: .
by. text in the bracing section of the ;. � 13. Top chords must be sheathed orpurlins provided at
output: Use T or I bracing . spacing indicated on design,
if indicated. Lumber design values :are in accordance -with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ff. spacing,
section 6.3 These truss designs rely. on lumber values or less, if no ceiling is installed, unless, otherwise noted. .
BEARING established by others.
15. Connections not shown are the responsibility of others.
Indicates, location where bearings: 1 b: Do not cut or alter truss member or plate without prior
occur. Icons.va but
(supports) ry � : ©2012 MiTekOO All Rights Reserved 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 crushingonly,
o. � 18. Use of.green or, treated lumber may pose unacceptable:
environmental, health or performance risks. Consult with . .
Industry Standards: e e ore use..
project engln er b f
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.:Revlewing pictures alone
DSB-89: Design Standard for Bracing. is not sufficient. � e .
BCSI: _ Building Component Safety Information', : 2.0. Design assumes manufacture in accordance with: :
Guide to Good Practice for Handling, ANS /TPI 1 Quality Criteria.
Installing &:Bracing of Metal Plate:....
M ek
Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015.