532 ATLANTIC BEACH CT - TRUSS ,
III r copy JULIUS LEE PE.
RE: 641829-
1109 COASTAL BAY BLVD,
BOYNTON BEACH, FL 33435
Site Information:
Project Customer: Coastal Custom Homes Project Name: 641829 Model: Custom
Lot/Block: 22/2 Subdivision: Atlantic Beach Country Club
Address:
City: Duval State: Florida
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: Gartner, Geoffrey Wayne, PE License#: 59328
Address: 452 Osceola Ave.
• City: Jacksonville State: Florida
General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.3
Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf
Roof Load: N/A 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.
This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules
In the event of changes from Builder or E.O.R. additional coversheets and drawings'— any
this coversheet.The latest a proval dates supersede and replace the previn"•- II
No. Seal# Truss Name Date 7-e r on't _
11 1110601770 ,F18 9/23/015 /F, i f
5*-c-° l5 S
dkS , fl
�h a ,,- C*-
S32 - 0
O. ,
The truss drawing(s)referenced above have been prepared by MiTek ,,i,
Industries,Inc.under my direct supervision based on the parameters \, �\S ..S"K 4 %,
provided by Builders FirstSource(Jax). :` J Ns %
Truss Design Engineer's Name: Julius Lee * 0 34869
My license renewal date for the state of Florida is February 28,2015. 7.-- 7 �/) � ` i _
70 �kwirr,, 5A . . �-
NOTE:The seal on these drawings indicate acceptance of , 0 wJ • ; =
professional engineering responsibility solely for the truss -n STATE OF _
components shown. The suitability and use of this component ••.FtoR►oP."•' 0 „,
for any particular building is the responsibility of the building �,'�S�ONA\- ''\-\\\\\\\
designer, per ANSI/TPI-1 Chapter 2. ��"r r i g l i i i\Se tember 23 2015
1 of 1 Julius Lee
Job Truss hues Type Oly Ply
110801770
641829 F18 FLOOR TRUSS 13 1
-- 1Job Reference(optional
Builders FirstSource, Jacksonville,Fl 32244 7.350 a Sep 27 2012 MiTek Industries,Inc.Wed Sep 23 13:09:25 2015 Page 1
.' I D:?bOLzXtEK1AGgJc?R)82eTzgXgr-SG3ZLg5GDXTj61 hKN UscktBvtFXaEbbFjndduoyakie
0-1-8
H I 1-3-0 /1'1•Qtl11 2-1-0 1 p-10-01 0-)_•8
s -1:416
ADD 2-2X4 VERT
7/16 OSB BOTH FACES 10D 2"0C
CUT
16e=
�.
+.60= m= es M. ,.60 II as= 1Jd II 1.i0 a -. ,.0+9 4U= , _
I t a 4 6 e 7 6 e 10 11 12 19 N 16
l" ..■a "; �is�jr 411 i� n\ //`ice %1
m W. w cu ai /.�� i .0 .ri \/. 166 a 17
,11 s
A V a a 24 es I 2t a a 1s 16 17 1.4
ea= Y= Y= a0= 60= 4/= iliarlNW= 6r=
M=
re!Prp")@f
1 1-6-0 1 4-0-0
9-1-8 } 15-7-6 ( 20-9-0 1 23-3-0 1 24-9-0 1
1.6.0 24-0 5-1$ 6-6-0 54-8 2-6-0 1-6.0
Plate Offsets(X,Y): (1:Edae.0-1.81.115:0-1$,Edoel.116:Edoe.0-1-81.122:0.1$.Edoel.123:0-1$,Edael.128:Edae.0.1.81
LOADING(psf) SPACING 1-4-0 CSI DEFL In (100) I/de8 Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.4422-23 >671 360 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.56 Veit(TL) -0.6822-23 >429 240 MT18H 244/190
BCLL 0.0 Rep Stress Ina YES WB 0.58 Horz(1L) 0.10 16 n/a n/a
BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight 1296 FT=11%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP M 31(ftat)'Except TOP CHORD Structural wood sheathing directly applied or 6-0-0 OC purlins. except end verticals.
T1:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 SP M 31(flat)'Except
B2:2x4 SP No.1(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS (Ib/size) 28=894/0-6-12(min.0-1-8),16=894/0-3-0(min.0-1-8)
FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. \\\\\\1 I ICI+.//////
TOP CHORD 28-29=890/0,1-29=-889/0,16-30=891/0,15-30=-88910,1-2=937/0,2-3=-2405/0,3-4=-2405/0, \\ �0 S `�•K //��
4-5=-3519/0,5E=3519/0,6-7=-4200/0,7-8=-4518/0,8.9==-4518/0,9-10=-4518/0,10-11=-4200/0, \\ -••••• r
11-12=3519/0,12-13=-3519/0,13-14=-2405/0,14-15=-937/0 ,
J \GENS ' .,
BOT CHORD 26-27=0/1773,25-26=0/3021,24-254)/3948,23.24=0/4437,22-23=0/4518,21-22=0/4437,20-2141/3947, i
19-20=0/3020,18.19=0/3020,17-1841/1773
WEBS 15.17=0/1212,1-27=0/1211,14-17=1162/0,2-27=-1162/0,14-18=0/880,2-28=0/880,13-18=-854/0, - * 34869 '
4-26=-856/0,13-20=0/678,4-25=0/676,11-20=583/0,6-25=-583/0,11-21=0/362,6-24=0/362,
10-21=398/0,7-24=-398/0,10.22=215/492,7-23=215/492,8-23=294/99,9-22=-294/99 - -
-_ , • LL
NOTES (7-9) (+(�/�� Lu
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 4x4 MT20 unless otherwise indicated. STATE OF \
4)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. ••, -.1:,OR1O P •. 0
5)'Semi-rigid pilchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. s
6)Required 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 be attached to walls at // S� • \\�
7)
their is manufacturedf restrained designed as an individual building component. The suitability and use of this component for any particular building is the /////1/NIA \\\\\\
P 9 9 Po itY Po Y Pa 9 1
responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB.
9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435
LOAD CASE(S) Standard
September 23,201!
1 r
A WARNING yr�;!y Aa<iqn parameter,.and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml;-7473 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.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE.
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay
fabrication,quality control.storage.delivery,erection and bracing.consult ANSVTPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435
Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719.
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