255 PINE ST - REVISED FLOOR TRUSS --u
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek4
RE: 151013- Bottom Line Ventures floor repair MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 33610-4115
Customer Info: Bottom Line Ventures Project Name: Biggar res. Model: residence
Lot/Block: . Subdivision: .
Address: Pine st.
City: Atlantic Beach State: Fl. 0
Name Address and License#of Structural Engineer of Record, If there is one,for the building. 'T1
Name: License#: "l
Address: 0 City: State: m
General Truss Engineering Criteria &Design Loads (Individual Truss Design Drawings Show Special n
Loading Conditions): 0
Design Code: FRC2014/TPI2007 Design Program: MiTek 20/20 7.6 0
Wind Code: N/A Wind Speed: N/A mph
Roof Load: N/A psf Floor Load: 55.0 psf
This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1 T7550621 F04 10/22/015 REVISION
BP# i5-3/1R - /63C
DATE /0 /S
SIGNED
lfk,
G 7--2 r
otottiiiiiiii
The truss drawing(s)referenced above have been prepared by MiTek ,��‘`O�PS A. A(et/,,�
Industries, Inc.under my direct supervision based on the parameters ``,`�•.•\G E N 3F..-1.4;.%
provided by TrussMart Bldg Compts,LLC. No 39380 • '
•Truss Design Engineer's Name: Albani,Thomas *
My license renewal date for the state of Florida is February 28,2017. - . * - F
STAVE ...9` - 'L�•IMPORTANT NOTE:Truss Engineer's responsibility is solely for 1.1.11.... .!�: :_,_
design of individual trusses based upon design parameters shown --."•'.c'",..•,< 0 Ft 1 p•,. ..
on referenced truss drawings. Parameters have not been verified �'1.` S `
"' • '-\ `-
as appropriate for any use. Any location identification specified is ,,,,�ONA� o%
for file reference only and has not been used in preparing design. Thomas A.Albani PE No.39360
Suitability of truss designs for any particular building is the MiTek USA.Inc.FLCert 6634
responsibility of the building designer, not the Truss Engineer, 6904 Parke East Blvd.Tampa FL 33610
Date:
per ANSI/TPI-1, Chapter 2.
October 22,2015
Albani,Thomas t of 1
•
[Job Truss Truss Type — — IQry Ply job BOttomUnevenwresnoorrepai – _
1 Units:1 7 7552621
151013 F04 FLOOR 8
1— Referrer(optional) _ Eng:D.R
TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Thu Oct 22 07:08:56 2015 Page 1
ID:iRFh5XuovsZIGWDEtyISTNyva5y-DX_W12DH2X3c3feRLGSIUkakKEh FVrkUoCW hiayQy2r
I 13-0 I I- 2-1-4 0.48
Scale=1:30.4
(++)
\ 4x4=
456= 354 = 3x4= 1.5x4
1 2 3 4 () () 5 6 7 8
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0 17 16 15 14 13 12 11 10 PLA
4x6= 3x4= 1.5x4 11 1.5x4 it 3x4= 4x6=,
0
I 17-10-4 __ j"..
17-10-4
Repair: (2) holes(0-8-0 apart)2"diameter was cut out of the truss,
centered where shown(").
Eli
^
♦ !
Remove any obstacle and apply scab as shown and directed. 0
(++) -Attach 2x6x16-0-0 SP#2 scab to(ONE)face of truss with construction quality adhesive 0
and using(1 row)of 10d(0.131"x 3")nails at 3"on center into the chord member(s),
plus(2)nails into each covered web.
THIS REPAIR IS VALID FOR A SINGLE TRUSS ONLY
ADJACENT TRUSSES MUST BE FREE OF SUCH REPAIRS.
Plate Offsets(X,Y)-- I1:Edge,0-1-81,[8:0-1-8,Edge),119:0-1-8,0-0-121 _ — __
LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lot) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Ver.(LL) -0.23 13-14 >935 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Ver.(TL) -0.36 13-14 >595 240
BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(TI.) 0.07 9 n/a n;a
BCDL 5.0 Code FRC2014/TPI2007 (Matrix) _-- Weight:92 lb FT=20%F,11%E
LUMBER- BRACING- 1s s 11111,►
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly app� B.0 9�pu rtYoxcept
BOT CHORD 2x4 SP No.1(flat) end verticals. �∎ *``++�� J
I
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 rat
2-2-0 oc bracing:13-14. \,, F.•.?/ i
REACTIONS. (lb/size) 18=968/0-3.8,9=962/0-3-8 + NO 39380
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-18=-962/0,9-19=-957/0,8-19=-956/0,1-2=-973/0,2-3=-2402/0.3.4=-3222/0,4-5=-3499/0,5-6=-3222/0, � * ,
6-7=-240110,7-8=-975/0 • ` h
..-13:1 K
BOT CHORD 16-17=0/1837,15-16=0/2939,14-15=0/3499,13-14=0/3499,12-13=0/3499,11-12=0!2940,10-11=0/1835 _' '„ �• .. f.0
r r ..--SLe F �..I
WEBS 8-10=0/1258,1-17=0/1296,7-1o=-1197ro,2-17=-1202/0,7-11=01787,2-16=01785,6-11=-749!0,3-16=.747/0. , -
6-12=0/480,3-15=0/480,5-12=-615/0,4-15=-615/0 iii''`d\�'t 4 0 R \?�`:•`\��`
NOTES- l) l
1)Unbalanced floor live loads have been considered for this design. ,'��i it„O N A; ���,,
2)All plates are 3x3 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Thomas A.Albani PE No.39380
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to MiTek USA Inc.FL Cert 6634
be attached to walls at their outer ends or restrained by other means. 6904 Parke East Blvd.Tampa FL 33610
5)CAUTION,Do not erect truss backwards. Date:
October 22,2015
Nut
0 WARNING-Verfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI47473 rev.10103/2015 BEFORE USE. 7
Design veld for use only with MiTeke connecters.this design is based only upon parameters shown.end is for cn ind victual!wilding cc mporent.not
o truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this desigr into ine overall MiTek'
building design.&acing indicated is to prevent buckling of individual truss web and/or chord members onty.Additional temporary and permanent b-acing
is always required for stability and to prevent collapse wish possible personal injury and property damage.For general guidance regarding the 6904 Parke East Bald-
tcbncation.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/nPIl Quality Criteria,DS1-89 and SCSI Bolding Component Tampa,04 Parke FL East B J
Solely IMamaeon available from TNSS Mate Institute.218 N.Lee Street,Suite 312,Atexpnddo.VA 22314.
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