1661 ATLANTIC BEACH DR - TRUSSES t 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: 10331TO- Greenwooc) MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 336104115
Customer Info: Toll Brothers Project Name: Model: Greenwood
Lot/Block: 011 Subdivision: Atlantic Beach
Address: 1661 Atlantic Beach Dr
City: Atlantic Beach State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: Lou Pontigo License#: 53311
Address: 420 Osceola Ave
City: Jacksonville Beach State: FL
General Truss Engineering Criteria & Design Loads(individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014frP12007 Design program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 104 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 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss DatENo. Seal# Truss Date
1 T8920163 F01 612VOI68 T8920180 FT03 6/26!016
2 T8920164 F02 6/26/0109 T8920181 FT04 6/26/016
3 T8920165 F03 W6/0100 T8920182 FT05 6/26/016
4 78920166 F04 6/26/0101 T8920183 FT06 6/26/016
5 T8920167 F05 6/26/0102 T8920184 FT07 6/26/016
6 T8920168 F06 6/26/0103 T8920185 J01 6/26/016
7 T8920169 F07 6/26/0104 T8920186 J02 6/26/016
8 T8920170 FOB 6/26/0105 T8920187 J03 6/26/016
9 T8920171 F09 6/26/0106 78920188 J04 6/26/016
10 T8920172 F10 6/26/0107 78920189 . J06 6/26/016
11 T8920173 F11 6/26/0108 T8920190 J07 6/26/016
12 T8920174 FGOI 6/26/0109 T8920191 J08 6/26/016
13 T6920179 FG02 6/26/0100 T8920192 J09 6/26/016
14 T8920176 FG03 6/26/0101 T8920193 J11 6/26/016
15 T8920177 FG04 6/26/0102 T8920194 J12 6/26/016
16 T8920170 FT01 6/26/0103 T8920195 J13 6/26/016
17 T8920179 FT02 6/26/0104 T8920196 J14 6/26/016
ar r4r
The truss drawing(s)referenced above have been prepared by MiTek `�� 6 SF•;fy�'y
Industries,Inc.under my direct supervision based on the parameters 0 39380
provided by Building Component Supply.
Truss Design Engineer's Name: Albani,Thomas = It
My license renewal date for the state of Florida is February 28,2017. �e
-JD-. STATE OF :4/�
IMPORTANT NOTE:Truss Engineer's responsibility is.solely for
design f
on referenced individual
russ drawings.Parameterdesign
s hve parameters
been shown
n ver 1 ed
as appropriate for any use. Any location identification specified is mumnn marl n 40.39300
for file reference only and has not been used in preparing design. Mff*usn,Im 11 con 663`1
Suitability of truss designs for any particular building is the 6904 hM Ent M.Tampa aasst0
:
responsibility of the building designer, not the Truss Engineer, maJune 26,2016
per ANSI/TPI-1, Chapter 2. 1 of 2 Alberti,Thomas
u Pontigo & Associates, Inc.
Consulting Strudural Engineers
al EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED
❑REJECTED-SEE REMARKS ❑REVISE &RESUBMIT OFFICE COPY
Review is tar Bre kmneo puW a of Checking fa confamance
with In,design concept and Bte IMamaflon opessed In the
contract documents.No approvd B impked la the xCufocy a
completeness of detaft,qua tRles,amemlom.weights a
gauges.fabrication processes,conowtion means a methods.
w dllrwt an of Ina wak vAh oBtet irodes a c Vl=tion saetv
precaullakt.al of wnich me me sole resiomsit ikly of the
Contractor.Tne Cana *responsible fa dmensb S R3 be
conrcmed and conelded a the sife.Revlew of a specific Rom
shot nd Inckide a review of Bre enure assembty of which Bre
Bern s a component.Reviow of re suixn"*n w8 Cover arty
designotcd agngm on the submittal and other charges Cleary
id n iwa W Bre Clonm ta.
(�I� !7 Gate: '
RE: 10331TO - Greenwood
Site Information:
Customer Info: Toll Brothers Project Name: Model: Greenwood
Lot/Block: 011 Subdivision: Atlantic Beach
Address: 1661 Atlantic Beach Dr
City: Atlantic Beach State: FL
No. Seal# Truss Name Date No. Seal# Truss Name Date
35 T8920197 J16 626/0181 78920253 T49 626/016
36 T8920198 J21 626/0162 T6920254 T50 626/016
37 T8920199 J22 626/0183 T8920255 T51 626/016
38 T8920200 J23 626/0164 T8920256 T52 626/016
39 78920201 J24 626/0185 T8920257 T53 626/016
40 78920202 J32 626/0186 T8920258 T54 626/016
41 T8920203 J33 826/0167 T8920259 T55 626/016
42 T8920204 J34 626/0168 T8920260 T56 626/016
43 T8920205 T01 626/0769 T8920261 T57 626/016
44 78920206 T02 626/01800 T8920262 T58 626M16
45 78920207 T03 626/01601 T8920263 V01 626/016
46 T8920208 T04 626/01602 T8920264 V02 626/016
47 T8920209 T05 626/01803 T8920265 V03 626/016
48 T8920210 T06 626/01604 T8920266 VO4 626/016
49 T8920211 T07 626/016
50 T8920212 TOB 626/016
51 78920213 T09 626/016
52 T8920214 T10 626/016
53 T8920215 T11 626/016
54 78920216 T12 626/016
55 T8920217 T13 626/016
56 T8920218 T14 626/016
57 T8920219 T15 626/016
58 T8920220 T16 626/016
59 T8920221 T17 626/016
60 T8920222 T18 626/016
61 T8920223 T19 6/26/016
62 T8920224 T20 626/016 OFFICE COPY
63 T8920225 T21 626/016
64 T8920226 T22 626/016
65 T8920227 T23 626/016
66 T8920228 T24 626/016
67 T8920229 T25 626/016
68 78920230 T26 626/016
69 T8920231 T27 626/016
70 78920232 T28 626/016
71 78920233 T29 626/016
72 78920234 T30 626/016
73 T8920235 T31 626/016
75 T8920237 T33 626016
76 T8920238 T34 626/016
78 T8920240 T36 626/016
79 T8920241 T37 626/016
80 T8920242 T36 626/016
81 T8920243 T39 626/016
83 T8920245 T411 6//226 016
84 T8920246 T42 626/016
85 T8920247 T43 626/016
86 T8920248 T44 626/016
87 78920249 T45 626/016
88 T8920250 T46 626/016
90 T8920252 T48 626/016
2 oft
Job ITruss T.Type Oly Ply Gneemvoatl
T0920f&1
10331TO F01 GABLE 1 i
Job Reference lov'onell
BUIM9 Component Sup*. JadcewMlll,-132258 B.OtOa PPr 202016 MITek lnEuatrin,Inv. Fn Ju12411:2T:562016 Pagel
ID.UPSN5HZ49Jcee9N3YUWyZeaarvROC l7PxeiWRU7sLWUASIPMZ W5P9yz51pn
0048 0048
Scala1:1p0
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34= 3a- 3*4=
1$12 24012 4292 5812 61612 &292 98-12 1U612 tAOd
1d12 194 1i "o 1dA 1S0 1I-0 0.11-0 11 12
Pbb 00 b IXYI- 10 6 Etl 1 112'0-1-8 Etl 1 19'0.1-e Etl 1
LOADING(psi) SPACING 200 CBI. DEFL In 0.) Met Utl PLATES GRIP
TCLL 60.0 S1=DOL DOL 1.00 TC 0.10 Ve0(tL) Na - Na 999 W20 2617190
TOM 10.0 Lumber DOL 1.00 BC 0.01 Ve0(R) Na - Na 999
BCLL 0.0 Rep Street Inv YES WB ON Hom(TL) -0.00 12 We No
BOX 5.0 Cotle FBC201a?PI2007 wrb,-S Weight 5916 FT=2 F,IME
LUMBER- BRACING
TOPCHORD 2x6 SP No.2(Mt) TOP CHORD Structurel good sheathing often, Wled Or 10-0-0 oc puglns,
BOTCHORD 2x6 SP 140.2(Mt) except and!vel9cals.
WEBS 2x6 SP No.3(11ah BOT CHORD Rigid calling directly applied!or 800 be brodW, Except
OTHERS 2x1 SP No.3(aat) 1660 oc bracing:l9-2011-12.
REACTIONS. All beemgs 120,8.
(1b)- Max Gray All mdore2501boriewatfolnt(s)20,11,19,12,18,17,18,15,16,13
FORCES. (Ib)-Mex CamPlMax.Ten.-Allforces2W(0)orlaseettept Monsllolm.
NOTES
1)All pixies are 1.5x3 MT20 unbar dhervilse Indicated
2)Gable requires contlnuoue Indiana chord b ferhg.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(Le.diagonal web).
O)Gable sbe s spaced at 1 6 0Inc.
5)Recommend 2x6 stron9Mcks,on edge,speced at 1000 do and IMblred to each trues WM 3 IM(0.131'X 3')nape.
ShOngCBCks to be attached to awls at olein Octan BMIs or restrained by Other m9ans.
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Job Tnm Truss Type Ory Ply Greemmod
T8920184
10331TO F02 Feet 8 1
Job R.Mm"c9o bona[
Building Component Supply, JeckwnWIN.Fl32258 B.Ot0e Apr202D16M1ml,I u m,lm. Fri Jw SIII9:562016 Pagel
ID:IMSNSHZ49tl.ad..UN4yZBse-wPoCSSmI)PseiVURU]eLSGVPJWDNOBOWSPeyz3Ypn
619
1
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15G1- iSK!_
2 3 4 5 6
�6 18
1
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Isar It
1b0 4-0-0 46B 1688 12-08
ty8 t6O 4.p8 280 1S0
PIN O6mb OCYF I3O1A EdDlI '6 AE6x1160-1E Ed0e1
LOADING Naf) SPACING 2-00 CSL OEFL In Bop)�MM
PLATES GRIP
TCU_ 40.0 Plate Grip DOL 1.00 TC 0.41 VerGLL) -0.06 11-12 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.60 Ved(TL) -0.0011-12BCLL 0.0 Rep Sbess lncr YE3 WB 0.38 Hort(TL) 0.02 )
BCDL 5.0 Code FBC2014/]PIE00] Ma01x-S Weight:64 lb FT=20%F,11%E
LUMBER - BRACING
TOPCHORD MSPNo.201e1) TOPCHORD Structural wood sheathing directly applied or 6O0 oc purlins,
BOT CHORD 2M SP Na 2(Ilat) except and veNcals.
WEBS 2x1 SP No.3gat) BOTCHORD Rigid calling directly applied or 10-0-0oc bradng.
REACTIONS. (IN3Ire) 14A M 5-8.7=8421630
FORCE& (Ib) Max.Gonda Max.Tan.-All[.rtes 250(Ib)or less except Mien shove.
TOP CHORD 1-14=63&0.67=63d10,1-2=-618,2-3=-1371(0,3-0=158001,4-5=13]11.58•-8160
BOTCHORD 1293-0 148,1142=011580,1041=0'1580,9-10S115BJ.88 11149
WEBS 6 B=Mg2,1-13-0 .68=-74110,2-13=-7411.5-9�'320,2-12=012,28.4-9,,-37",312=474(0
NOTES
1)Unbalanced floor live loads have been considered for thio design.
2)NI plebe are 3x4 MT20 unless.themise Indicated
3)Recommend 2x6 a0ongbacks,on edge,spaced at 10 0 0 w and faelaned to each 1.Mlh 310d 10.131"%3')nalis.
Slmngbecks to be a6ac0ed to walls at Mer outer ergs or restrained W curer means.
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Joe Truce T.Type CRY
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F03 Floor 1 t
Job Refererce ari
BiMirp CwrporeM Supply, Jecksonville,Fl32266 B.OtUSApr20aa MITeknhWQXOFMh. Fn Wo2411:2Z:5J2018Page1
IDJAPSNSHZ40h:ee0rE3YUN4yZeeeACMe4onhWOXOFNhtCa5Wa2UecTYn5L1My11OYJ4pm
610
H i 130 PSB a
I �128.0
4M5= 44-
1.w
M=t.Sv9= 1dv3 I 15%4=
i's
2 3 4 5 8 ) 3
1B q
4
16 15 14 13 12 11 10
are= 1.5)2 11 YB=
1fi-0 40U P58 11914
1459 15148
189 zao sse 280 280 1Se
Plate OlNe6 1.E O1 YO18EE 8:61-BEE 14:D1 E
LOMW(pal) SPACING 21 C81. BEFL In Qac) tried UE PLATES GRIP
TCU 40.0 Plate Chip DOL 1.00 TC 0.61 Ved(LL) 0.17 12-13 a099 380 MT20 2W M
TCDL 10.0 Umber DOL 1.00 B : 0.81 Ven(TL) -0.2812-13 aM 240
BCLL 0.0 Rep Strew Iwr YES WB 0.53 Hora(TL) 0.05 9 we We
BCDL 5.0 Codes FBC201U 1`12007 Matdx-S Weight:SO th Fp=2 F,IME
LUMBER- BRACING
TOPCHORD 2x4SPNo.2(flat) TOPCHORD Stnemnal most sh.",directly applied or 6-0 Ox lwmrm,
BOT CHORD 2x4 SP ft.Itself except WM vehlcale
WEBS 2x4 SP No.3(flat) BOTCHORD Rigid ceiling ElmMy applied or 1080oc bradng.
REACTIONS. (INslze) 17=858.0 5 8,9=8ffi/0-30
FORCES. (Ib)-Max Comp.IMax.Ten. A11f0mas250Qb)or1wsexoapt Wfiensh0M.
TOPCHORD 11]=-&SS0,84-E53Po,1-2=-882N,2-3=-2054/0,3-4=2775N,45=2T/YO,SC=-ZB]2/0,&)=2089N,
T8=-857N
BOT CHORD 15-15-0/1812,14-15=O249 .1 10-11X1609
WEBS 310=01104,1-16=W4 111.7-10=-1 04M.2-1 S=-1 04N,T-11=M842.2-1 5 /814,6-11=812A),315=-80M
612=01333,3-14=(V582,5-12=-3681108
NOTES-
1)
OTESt)Unnalanoed floor live loads have bean considered for this design.
2)All plates are 30 MTM unless omenMse indicated.
3)Recommend 2x6 strongbacks,on edge.spaced at 10A0 o and hastened to each ft=With 3-10d(0.131 X 3')nails.
Slmngbacks to be at eGled t0 We11a at them miter"a or ashamed!by otmr means.
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JabTiusa Truea Type Oly Ply Gas amwood --- .--
0920166
10331 TO F04 Floor 1 1
Job Relamma loolionall
Building Comporerd Supply, JecksoDWlle,FI 32256 8.010 S Apr 202016 MITek Industries,I.. Fri Jun 24112):57 W16 Paget
ID:fAPSW5 49dcee9rb3YUN4yZes a4onbW=OF"h?Ce6WoA NUUTArylgz34Pm
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swe-ca4
c fo
1bX1 199_
i
a4= Out
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as= w=
42-1
21
Plat OINeN( YI– 140.1-8 Ed9el I '0 A Edpel F/'0.1-8 Ed I
LOADING= 13PAdNG 2-07 CSL Di In 0.) Vdetl Ud PLATf� GRIP
TGLL 40.0 P, Grip DOL 1.00 TC 0.12 VeR(tL) -0.00 T >998 3130 Kill 244/190
TCDL 10.0 Lunber DOL 1.00 BC 0.08 Ven(TL) 4.01 T >999 240
BCLL 0.0 Rep Shades nor YES WB 0.10 Horz(TL) 0.00 5 Na Na
BCDL SO Code FBC20f4/TPIWDT Maft-S View:281b FT=20YF,IME
LUMBER- BRACING-
TOPCHORD 2s4SPNo.2(flaT) TOPGHORD Slmclural wood sheathing directly applied or o-2-1 doP4diere,
BOTCHORD 20 SP No.2(Ilet) except and verticals.
WEBS 20 SP No.3(flat) BOTCHORD Rigid ceiling diredly applied Or 1000 oc bussing.
REACTIONS. (VAslze) 8=20&03-8,5=2097-3-8
FORCES. (Ib)-Max.GompA4ax.Ten.-All forces 250(to)or lase except Men shown.
NOTES
1)Unbalanced floor live loads have been ocrvidered for This design.
2)Recommend 2x6 s[ml9bscks,on edge,spaced a110-0A oc and fastened to each Imss Mh 3-10d(0.131 X 3')rolls.
Slmngbacks t0 be attached TO Nails at their Outer ends Or restrained by other meal
Q.,..a.s,Mlpn m,,va—_,eBsovares as 1. ...11cu[O MIIEx aEfERP NCE FADE M6UAnr.1.159EPVRE USE
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10331 TO F05 Flaw 5 1
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0.1 8
H 130 1.7 se4_ ~ Scale-1:109
1 &t4= 21614111 3 w= 4
10
6 Isi q
9
1.w II 314=
6 > 9
3M=
3M= 144=
M7ss]
Fp) 180
PI t OX (xLY1- 190-1,Edo Lld'D1E Ed0el IB'0- AEdgel
LORDING(paR SPACING- 2;% CSL DEF_ In (lac) Alan Lb PUTE6 GRIP
TCLL 40.0 Plate Grip DOL 1.00
TO O.Q Ved(LL) -0.02 &) >999 380 W. 24U190
TCDL 10.0 LumberDOL 1.00 Sc 0.37 Ved(TL) -0.0.9 6�) >999 260
BULL 0.0 Rep Slremincr YES WB 0.15 HonsCi 0.00 5 me We
BCDL 5.0 Coda FBC201NTPI200) MaNxS WeIAM:33 lb FT MF,11%E
LUMBER- SPACING
TOPCHORD 2W SP No.2(Xat) TOPCHORD ShuMna mW sheaMlq dineolly applied or S67oc purin,
BOT CHORD 2x4 SP No.218atl exmpl and vericals.
WEBS 2x4SPNo.3Qlat) BOTCHORD M ldm]ang directly epphel or 104-0 oc bmcing.
REACTIONS. OWSI2a) 9=286103-0,5=285/0-3-8
FORCES, (IO) Mex.Cwnp.lMax.Tan.-Ah force,250(lb)orless except v.Vmshorn.
TOPCHORD 19=-3049,4-5=-286K).1-2--315M,2-3=451510
BOTCHORD FB-41315,6-7=- 15
WEBS 18-01398
NOTES,
1)UpLa am,ed horn live loans have been consldared for this design.
2)RecommmM 2x8 ehongbacks,on edge,spaced at 10-0.0 oa and leatered to emh Vim W1th 3-10d(0.131 X T)nails.
Slmngbac s to be e8eche i to walls at their outer ands or restrained W other means.
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Job T. Table TypeCty Pty Gre"haded
TSWO168
10MITO FW GABLE t t
Job Refererce(Rational)
guiding Component Supply, Ja keon ille,R 32258 00108 Apr 202016 MITak IMuth as,Ind. Fa Jun 2411:27:562016 Pape l
ID:f%PSN5HZ4Wc8e9N3YUN4yZ8ae sovryH7oJHkIflNU,,gKOWLL4E661HM2UGoV Ey34pI
_
Saw-1:10.0
1 ate= 21.6x3 II 319.3 11 4156 11 5
11
1.
I
14- 3x4= 1.56 11 3c4= '.#4 11
Id12 2-1612 38-11 53-7
1812 IJ-0 6f1-15 1i-02
PI NOBsetl(XY)- 18Edoe 0-tEl f/'O- -B EWel 19U1-BEC I
LOAOING(P50 SPACING- 209 CSL OEFL In gad) Bdell LA1 PLATES amp
TCLL 40.0 lies Grip DOL 1.00 TO 0.11 Vnt(LL) We - Na 955 wm 244/180
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Val Ne Na 885
BOLL 0.0 Rep Stress Yw] YES INS 0.04 Hord(TL) -0.00 8 Na No
BCDL 50 Gd1e FBC20147TP1M7 MMdx-S Weight alta FT=20%F,11%E
LUMBER- BRACING
TOPCHORD 2x4SPNo.2(0al) TOPCHORD Stmchnal Wood efreetMng directly applle0 or 537 ac puHllls,
BOTCHORD 2x4 SP No.2(Ilat) except end verlicale.
WEBS 2M SP NO3(flat) BOTCHORD Rigid being directly appbet or 690 Ra brtang.
OTHERS 2x4 SP No.3(gat)
REACTIONS. All bea0rgs S3T
(ID)- Will Grav All reecgons 25016 or less at)olnt(s)10,S.8,7,e
FORCES. (0)-Max Comp.IMax.Ten.-All forces250(ID)orless except Menshovel.
NOTES
1)Gable regulme RRnanuoue bo8om cbad beaxng.
2)Truss 10 be fully sheabbed tmm one face or securely braced,against lateral movement(I.B.diagonal web).
3)Gable studs spaced at 1-4-0oc.
4)Recommend 2x6 strongbacke,on edge,spaced at 10-0-0 oc and fastened to each tmss Wt 39od(0.131"X 3)nWN.
Slmngbacks to be adached,to walls et lhelrouer ends or restrained by other means.
5)CAUTION,Do not erect lmsa beckxards.
V WIaMWRVnNy OeNan pvem.In vnLaGaMRlE9RNtIpb ANa WCLYRER.1PIExeEFEPIM[E PIaf W]4Am.IR9YeRIbaEFenEY9E
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."buo"an eanwmekrnWlarolxe.am lxxplpol M1.auamWwen�WerWamarllw.�uv.emw�a t«RI>m�vmewlepaalamre MITek
61xwaRlepyedo ega'a, 'ear enleue"n buyaununueadeau..va 0M,gey Wnoge.Fle'04"WdTcalepahglly aap4 Pelle Essl all.
kdkalMlaMa3e.delNery.xecammllminp of lnveauW aus WLlemtnMN11/M16YIh�l.lb.aMMaM tell CWnpanMl T.rtq,FL 33610
yNly IlkpmMn aWade M1an Inn IMR IrynMe,Rle N.IexbM1xeL SaY 312.NewGM V.44R314.
Job Thio T.TVPe Oly Ply Greenwood "
BB 01 BB
10031T0 FO] Floor 2 1
Joe som"' (opening
I
BUIMM9 CwryolwM Suppry, JazkwnMlle,Fl322E0 8-010aAv202016MITex IINI WVllx. PoJun24t1:2]:502016Pa0a1
1D:fAP5N5HZ490c8e0N3YUN4yZ0ae-K UKWpX22nWVAD36d9hkuLCNFj01)eVUK3mHz94pk
618
H�3� 18t Soar-1311
45=
153= MFP= 1SK111 4ba
1 2 3 4 5 6 ] 0 0 10
�� lT
A 10 10 1] 10 16 14 13 12 11
4rB- 1.W311 U12 M100HS FP= 46=
180 600 660 12-2-1 1461 1]01 1%1
128L 280 661 280 280 IAL
Plat 011sa IX(X YI- It Edon 0 4L I20.1 12.Etl 1 16O14.Ed l f461 12 Edpel 113'61-12 EG1s1 1186 4 Etlpa1 11 B'6 - 2 Eaga1
COMING Qnf) BPACIN[1 2-60 C81. DEFL In (I0C) Varrfl IPo PlATE6 GRIP
TCLL 40.0 Prete Gtlp DOL 1.00 TC 0.]9 Verrill) -0.2814-16 >M 380 M 0 241/180
TCDL 10.0 Lumber DOL 1.00 BL 0.95 VertTL) -0.45 14-16 x493 240 M18SH5 244/190
TCLL 0.0 Rep Shaw Inv YES WB 0.65 Hor2(11) 0.08 11 IVa Na
BCD, 5.0 Cotle FBG201MPI20DJ MNdx-S Weight:97 so Fr=20Y.P,iI%E
LUMBER, BRACING,
TOP CHORD 2W SP No.2(IMR TOPOHORD SmImet Man sawthing dlrectlyapplled v4-11-2 ad pWIrN.
BOTCHORD 2W SP No.1(IIat) except arts verOcate.
WEBS 2W SP No.3glag BOTCHORD Rigid caling directly applied or 2-2-0 ac braclrg.
REACTIONS. (IWeme) 21=10070-58.11=1013M1echenical
FORCES. (Ib)-Mex.ConpJMax Ten.-Allforcea250(Ib)arises except wren shaven.
TOP CHORD 121=-10019,1611=-1007 N,1-2=1028q,23=-2544N,35=-3460/0,54=38180,
6-7=-38180,78-3488m,8-9-254300,910-102M
BOT CHORD 19-20-0/1934,10-1"3124,17 10=013818,16-1]=0/3818,14-16=0/3]61,1314=013130,
12-13=N1934
WEBS 1612=038 W.1-20=-0/1324,9-12=-0265.0,2-20=-12630,9-13=QR47,2-19 /849,
8.13=4169,3.19=007/0,8-14 /468,318 /541,7-14-411/Q 518=87&Q
]-a(3--23]/454
NOTES
1)Unbalanced floor Iive lands Nave been considered for this arraign.
2)All plates are MT20 plates unless of amme IMlvdad.
3)NI plates ale 3x4 MT20 unless arnamme Indcated.
4)Refer W gadeq t)for Imes to truss conlNUons,
5)Recommend 2x6 BtFON M ,on edge,spaced at 10-0-0 m and fastened to each truss Wh 3 1N(0.131'X 3')naNe.
Stmngixalm to be adavdal to walls at their oder ends or restreirrea by other means.
6)CAUTION,Do not areal agree brIc naaras.
Qw1FNNa'VMIy NWnpvumin=md ga4m N0]ES M nds ANO NClWEa K PEFeadere P4aE ahrll rov.a.11 eFNRE USE
6ewa,WN mad cmrecbnM1lu u,N[IIMxx1 dM1nJ canP,renl.,v.i
WdanVd owtr 6e1we uw.OwtlpgtleO2le�muG VMN Xn4{'IkMN W deW�REm�alen WJ popeNY FCWxde TJstln4TIMOII'a owiAl
.a0W YvtalNlkb Feasor bJCN9 W NaM]W InO Webm]/a cMtlmanCMaiY.I6]YYVI ImpwayaMpeanwenl lv.3:191
ktlwaw�aawad Er Ytl'dM—, narda MIWeMMvard rr aF'a1F1xY WlpgaIY6TWN. Iwds,mal Pl3roea�epoOpM Bi4PW Er1aM.
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}yFIY bypmeem wd0.1e 9wn I�M2 bulllOb.21e H.Iee Spwl.9Jla 312 FIeS4Wts VAY1a14.
Jab That T.Type Oty Py Gmenwootl
80 01]0
10331T0 FOB Floor 9 1
Jo0Rsl6 Kl tlI.Wpll
9Mltlilg Componer Supply, Jeduwr-Alla,R32253 mgpoYUpyZS&a- MiTek IMOenVIVAD Fn Jun2411:2]:592018 plc
IDIAPSN5H249ticeaIX63YUN4V2Bee-K_UKlRpY12nWVA0360gUkuPUNI]OIBBVUK3mHL14pk
61b
H Imo
3R'T'
sm- 1.618 11 441=
15X3= arils; 6FP= 1.543 II 3®= 1.643=
tt 1 2 3 4 5 6 ] 6 B 10 11
�23 24
z+ 20 19 1e 17 16 IS
14 +3
qg- '412 M10LI6 FP= d8=
180 4d0 880 1269 1b1}0 1>-6A 16110
180 280 280 611-0 28-0 280 184
Plate OHmta 1.E 0-18 II 014),Edgej,rl4AIAEGDOI, 17:0-1 E 18:0-1 E s 20.01-8Etl
LOAMNG gpp SPACING- 2-00 CSI. DEF In (roc) Isdall W PLATES GRIP
TCL]- 40.0 Plate One DOL 1.00 TC 0.S VeN(LL) -0.288 .787 380 W2D 2441190
TCDL 100 Lumber DOL 1.00 BG O.T3 Ved(TL) -0.44 18 >SM 240 M18SHS 2,41/190
BCLL 0.0 Has St..lncr YES WB 0.84 Horz(TL) 0.08 12 M Ma
BCDL 50 Code FBC20141TPI2007 MaMxS Weigh:991,4 FT=MF,1M
LUMBER- BRACING-
TOP CHORD 2MSPND.2(flag TOPCHORD Stmdural vmotl sheelNng dln:dly applleC or 5-113 m Pares,
BOT CHORD 2x4 SP No.1(#all except slot vedicels.
WEBS 2x4 SP No.3(flat) BOTCHORD Rlgld calling Charly appllad or l 0-0-0 oc bracing.
REACTIONS. (I Mize) 22=102410-58,12=102041-30
FORCES. (Ib)-Max.ComplMax.Ten.-AIL forces 250(Ib)or less except when alwwn.
TOP CHORD 1-22=4015,4,11-12=-101Yq 1-2-1041/,2-3=-258741,3-5=3531/0,55-3948,4,
67=391&9,7-8=-3941 .88=-353141,410=-258741,10.11_1041Po
BOTCHORD 2021-0/1962,19-20=-CM187,1&19=0/3849,19-18=0/J948,1547=(13849,1445_-Or318T,
13-14=0/1962
WEBS 11-13--0/1344,1-21�1344,10-13=-1280,4,2-21=-12BD/,10-14=0/870.2-20�0.
9-14=-83410,3-20=8340,9-15W479,3-19 /4]9,1315=-4420,549=-442/0,
b19=-19x410,5-19=-190/418
NOTES-
1)
OTES1)Unbalanced Boor live loads nape Caen consltlered for this design.
2)All plates are W20 plates unless otheFVAse Indicated.
3)All plates ere 3"MT20 unless otheMse Indicated-
4)Recommer 2x6 strq Mcks,on edge,sp=W at 1080 mend fastened to earl truss with 3-10d(0.131'X 3')nalls.
Stmogbacks to be a0 tithed 10 wells at Birrouter encs or restrained by Ogler means.
Q4116HWa VMIy4Wen P-1—mC alms NOlF6 CM TIle ANO NLLVOFO MnEa aEFE .lavas 4Anv.I.Is aEPoRE pass
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d,dpnOry di4,m.Bela¢ua.11N1xMfp Eagea TW vallY YagTikWNd WLLy�rya,ielersm]pope4Y YcuWxuR ftdM]nkeollaovadl
an.aackgkqcdetlbbpevatldx:NpnlxMtlWlnawebUwacnad m,mb.nailY.a6]IIa,DI1.n1PaaYatdpmlia,.nld2M MiTek'
Y Warx�eQAadMediWaW bPwMiCGgna Hes Wehe Mexd k4uyaMggWlYdm�e. kf0elartl pYhca reigd9 Ne a904ee1Eu1BW.
k4xkwlkn alwrge.tlMNin'.erecXnT]GacYOd4imsUMlnaapeemv reN,HN/I%1 OUWVUMb.M6MaW K91MYAnp COnP�v1
SaNy Irlwmdcvl nVtlWe aan 1na1bN YOMRe.418 M.W Sbae1.5JIed12.IleluWll VRY1J11. ierryn.FL1 1YID
JOD True Tress TYpa __.-- OtY RY Oreennmtl
NM171
IM31TO Has GABLE 1 1 '.
Job Relarex1 (apNod0
BUpo
Idng Comnent Supply, Jadmadylle.H Miss 6.D10s AV202016ife9f MduMealx. Fri Jun2All:2s)02D16 Pagel
ID:tP 5HZ49dc t3YUN4yZ rues iipgZpLMBKOGgKCOWa npblGYnj63cljM4R
bye
el 124A
31=
1 2 3 4 5 6 ) 8 8 10 11 12
24 23 22 21 2J 19 19 17 m 15 14 13
a4= aA= 3.4= ai4=
16+2 z-+01z 4212 5&12b+o1z 6392 as12 1LL1a12 12-2+2 iaa12 uo-e
1.s9z 1+0 1-4L 1i0 +-W 1d-0 1�-0 110 +i-0 1A0 1.Eiz
Plata ql (XYI-- 112'0.+4 Etl I I14'6/9 Etl L 123'0.1E Edcel
LORDING(pall SPACING 240 CM. DEF- In IIx) VMII IM PLATES GRIP
TCLL b.0 Plate Gdp DOL 1.00 TO 0.10 Ved(LL) tVe - Ne 999 MT20 214/190
TOM 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) we - Ne 999
BGLL 0.0 Rap Stress lncr YES WB ON H r;d TL) -0.00 14 Na Ne
BCDL S.
GMB FBC2011lTPI20UT MetDx-5 Wall 7110 FT=MeF,1 M
LUMBER- BRACING
TOP CHORD 2x4 SP N0.2dlaO TOP CHORD Structural woad sYNNh1W dleaclly applied or 1040 x pul
BOT CHORD 2"SP N0.201at) axdpl and Vendors,
WEBS 2NSP No.3(gaQ BOTCHORD RlBldcellingdlredtyepplied ,r M.b.dng, Except:
OTHERS 2x4 SP No3(4at) 10-0.0 x belong:23-24,1394.
REACTIONS. All babbitt 14-98.
(1b)- Max Gray All readions2501borlessatlolnt(B)2a 13,23,14,22,21,20,19,18,1),is,15
FORCES. (Ibl Mex Ccmp.IMex.Ten.-All l0mss 250(Ib)or less except when atbwn.
NOTE&
1)All plates are 151 MT20 unless enamel Indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheaOM Imm one lace or securely bmcM again lateral himeme d(i.e.dlegonal web).
4)Gable studs spaced at 1 4 0 0,
5)Recommend 2x6 sVangbacks,on of epaced at 1040 x and hastened to each truss arm 104(0.131"X 3')near.
Stmngbads to be attached l0 WNIs at Oar order en he or behalnM by enter means.
QwARN210V�eyaugnpuRnutm mCPFAB NOTEa WI IMe ANp WCLUOEe I.MEI(REfERIHCE IA6E MR]OAm.IDOLNIFBEfeRE UEE.
P>Wj�Wplu ueorlY'�aK x91aM8cmrv+CWrs.Rhds9TkbxOorlY���WU�nUlen YwununJ'klam MWud dJWgcunigx,unl.rot
TmpKllm value�.ep W WgdeWrw mW vyllyep[F{ACt4Mllyol daq�Wmielemad PM-glYa,cuWale AkgeWm Moll'eoVenJ
dlUlgdaW�.eVCEp YEbeNdYb pevallrcYJp oIIIYMbaY lm WODarcI/acRwdmBmltaedyy AdMlbrcl Mn0.aY4d OeRrnanidWw
kd+Rwa��AadbaleaPYmdbpew�I Wkg9 w�partVa petwvJ tVeYaq VOMNM1mW9.ypuatl pYJuca teNWaw W04 Pkb Em B1A.
to"'Y' rMaVe.EeMc my,T..rental OM le Is. MWenlurv.aA.xuryPll GYWMCMMPAMm6 Edi CwnpoMe IN,FL=to
'Ak1Y llIpTOEt aV611e agnlMMb416 H.1ee 5h%I.eJb312 Ner0YM1 VAYtl14.
Joo -Truss T.Type Ory PlY Oraersood
T88201]2
Mr-
F10 FlOW
J.6
6 1
Job Rehmnce(opiFnall
Build,Component Supply, Jecloorwille,H astral 8.0105 Apr 202018 MRek IMualnea,Inc. fn Jun2411:2B:CO2016 PeAet
ID:fAPSN5HZ48dc6e9153YUN4yZe.eu ,ip8ZPLVN6KOGgKCOWx Lnegl9Zn,M4.34R
91 0
H r 130 180 Oi1r8
SdN�124.9
as= AND=
14,3 t.6q II 156 1 Iw-
1 2 3 4 5 B 1 8
�19 Is
fs 14 13 12 11 10
AND AY=
lEo a00 1090 t33e 14&MB
1$0 ~ 2E-0 l 690 260
Plate OBeeb 1.E a 0l 81,J8.0 1-8 E 12oP141 E 13:0-1-5E
LOAMM(peo SPACING 280 C81. DEFL In goc) Bde6 W PLATES GRIP
TOLL 40.0 Plate One DOL 1.00 TC 0.44 Vell(LI) -0.1212-13 ,M 360 W20 2MJ190
TOM 10.0 LMnber DOL 1.00 B( O.n VedQL) -0.1812-13 >961 240
BCLL 0.0 Rep Shaw her YES WB 0.48 Hoa(TL) 0.04 9 we Na
BCDL 5.0 Cade FBC2014?PI2009 Mah x-S W.,ht:Tib FT=20%F,11%E
LUMBER BRACING-
TOPCHORD 2x4 SP M.2(flat) TOP CHORD Seucbrel wood sheathing daec"applied or680 go pu0lro,
BOT CHORD 2x4 SP No.2(6d) except ant verticals.
WEBS 2x4 SP No3Qlat) BOTCHORD RIgid calling Clreclly applied or 10-0-0 oc bredng.
REACTIONS. (lbrain) 16=]90165-8.9=]94/0-38
FORCES. dbg-Max Calnp.AAax.Ten.-All forces 250(Ib)or less except aMeo sluvm.
TOP CHORD 416=98910,8-9=MM.1-2=-08M.2-3=485&0,34-2383A),4 5=-238301,56=-23 ,6-7-1 858p).
9-8=-]BSO
BOTCHORD 1415_-0/1495,13-14--M213,12-1X82383.1112=0/2213,10-11-011495
WEBS 8-10=011013,1-15=611013.7-1 0=-95810,2-15=95810,9-11=d532,2-14 532,6-11=-49".3-14=49401,
6-12=-00/455,3 13-4014ui5
NOTES
1)Unbalanced floc IIVe loads have been considered for Mrs design.
2)M plates are 3M MT20 unless otpu isa Indicated.
3)Recommend 2x6 sbangbacke,on edge,spaced at 1080 oc and fastened to each toss Wth 3-10cl(0.131'X 3')nails.
S1mlgbacke to the allxhed t0 walls at Ihelr outer was or restrained by Other means.
Q WARNING.V. exlpnpvuntln.-1 NEAD NOTES CN nne AND WCLUOEa NITER REFERANCE PAGE/41O3-NADDNI5 AEFOflE VSE
pygl ytlpip,xe gryy Wry/MIeY®emre-bn.ndWSalrt Meal wYYW»n rvanebrt Lvwrt mllslw m Ye11NAltl WNYV�r+mPolml.m1
a LiduNlr.asbe uw.NNbrlM1p dp�ralmufl Verllyllp gAlK[dlM old6r Wanalenda]paR`rlvxcLeF'dOW nJ.63YyIIMalFu ovaotl
tllesJ9deUri BP9V lgcoledbb P.�r11d1CWgo11MM1}Olnlavrebrntl/ucMan,arVlm[cNY.MMbaa6mWdYm]PmmmenidM'9
SdMQIArMEedM11MLYatlbpewnl cclAi WIhP��onhelD. IntineluAlft, .faPnMl4pkf�celPdrV Fe 6Po1 VeM1S EwI BAtl.
nulcmm.wlwe.uway.e1e54oDmddanpalna«melnamlenn..eunlnr1191a1h cm.F.oa-n a.a acv wFaroca.saa.+ T.im.,FL aselo
edNy Fkmloxwl W/1/tle alma lnYRo@MtlMa 210 N.1ee3hae1.4M a12 PbaMIa VAYl314.
JobTrim Tram Type Oly Ply (Breenwaod
UM173
10331 TO H1 Flan 9 1
Job M6 Mi a(oDIbM 1
BuiIEMp Cwrpwwrt SuppM. Jmk6Mlnlle.Fl 32266 BDa9,d3W0yZ8sm NbIMOBaflEM. Fti Jun 2411:26:O12016Page 1
ID:IAPSNSH249dc6e9N3YUNayZBmGNb5w9rBelt EkTN3E2j120mpB1JUd]vyopAq&34p1
o-tA
H 1-� 0-9.8 q1
Sde'=131.5
16d
1 2 4 5 6 T
p8 19 I'
y1g
H 13 12 11 10 B
1 Sas
11L60 60 B B.9 1L56 12-98
0 28b0 ~ 4-86 121 16q
Pate Olaede Y 3:PI AEolled,rMl AE A112 a 11,0 1 8.Eadel.it41P1-12E e
LOMM(pel) SPACING 240 CSI. DEFL lit god) Utleil Ud PLATES GRIP
TOLL 40.0 Plate,Gap DOL1.00 TC 0.39 Vert(ILL) -0.07 11 >999 360 W20 241/190
TOM 10.0 Lumber DOL 1.00 Be 0.58 Ved(!L) -0.11 10-11 s999 240
BOLL 0.0 Rep Simco Inn YES WB 0.41 H.(IL) 0.03 8 we We
BCDL 5.0 Code FBCM4nrPtaDD7 MaMx-S WeIpM:69 lb 17=2O%F,11%E
LUMBER- BRACH
TOP CHORD 2x4 SP No.2(Bat) TOPCHORD Strun ly a0ddhing dlrecNy applied or 64O Dc prime,
BOTCHORD 2x4 SP 1,10.201at) except and veM..,
WEBS 2M SP No3(lal) BOTCHORD Rigid ceiling dlmotly applied or IOA-0 oc bracing.
RFACTWNS. gWal2e) 15=68VMS,M041O-38
r MES. (Ib)-Mex.Comp Mtex.Ten. All bless 250(Ib)or less except Men sW m.
TOP CHORD t-15=A]91O,7A=-67W0,1-2=A82Po,23--150510,3i-1TMN,4-5=-11)&0,5A=150&0,6-]=-660/0
BOTCHORD 13-14=W1235,12-13=Wl M,11-12- /17n,10-11=0/17<va,9-10 /1238
WEBS 7-9=0/650,1-14-0/852,6 9=-6O1N,2-14=-7980 6-10�79,2-13 1380,5-111=335N,3-13-41M
NOTE&
1)Unbalanced floor INe Ioods have been consicerecl for Bla benign.
2)All platin are 3x4 MT20 unlem othereme indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 100.0 oc and feste end to So&trus geth 3-100(0.131'%3')mile.
Simngbacks to be attached to walls at their outer ands or admitted by olhet means.
AL—andel aN lm,ulmmCLVGEa MIIEN REFS 6IDQ �'
D��u<Skuo�d9v mm n5roka+ooreows Is„auaoe m�dwvaw�w a w
bamod5�u .wl.rn.tio�wew leumN.1ni�:ws a rd q 11 . ...Ira
�^ MiTeK
kn'✓rmS��AedMWYIRYmdbgeyxllcdgpswll6p�Ax�luxx hpY UNggv,lYdalnunF. lol4Rnnal9u'dT �ulaxr5lll111K' Ne Em BNd
lYxtalp4 alw�ge.dMNery,t+ec!aM MacM1g of lnvnioHMrmSMemxwMNN/IMI Oudify CNnb.D5409 vM iC51 WIItlIngCmmpon�nl {a„e� FL =0
Syely eewmyaV,wrYlie dan I�fMe IMIIMe.Rle N.Iee5hae1.5Jb J1P.MMaMM.VA'(IJI<.
Jab Tons T.TY, Ory Ply Greartmo0
80 01]0
10331 TO FGD1 FLOOR 1
2 Job Fal2016 re a(Dodo sur
BUIdnA Component Guppy, JaM4onNIN,Fl32256 O.OtOSPpr 202016MiTatlndusflEkNEJMn2411:2L:L1 16gaAel
ID:IAP3N6HZ460We9m3YUN4y20aa-GNb5w9rBail EkTNSE2j120mAB_bUjLwyopAg0i3dp1
d-0-15
-0-15
1 Mb- 2 'bq 11
sone=rad
::;���F] F-1
TXDI6
es=
5 6 9
h411 THESS
41-15
4t-16
LOADING(pap SPACING 2-60 CSL DEFL. M (Il rated w PLATES GRIP
TCU 40.0 Plate Grip DOL 1.00 TO 0.31 Verl(LL) -0.03 3,4 >990 360 W20 2"IW
TCDL 10.0 Lumber DOL 1.00 BC O.]3 VW(TL) -0.05 341 A37 240
BOLL 0.0 Rep Stress Incr NO WB 0.00 HondTL) -0.00 3 We We
BCDL S.0 Cods FBC2014 1`12007 whor S Weight 46 to FT=2096
LUMBER BRACING
TOPCHORD 2W SPI TOPCHORD S1m0durel wood sheathing directly applla0 or 4-1-15 oc purlins,
BOTCHORD 2x6 SP No.2 exwpt and verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid rasing all applied or l0-0-0w bracing.
REACTIONS. (Ideize) 4=154SU5-8,3=89lNechaN<a1
FORCES. (Ib)-Max.GomplNlax.Tan. Allorces250(DIor leu except when shown.
NOTES
1)2-ply true to b0 conlwded togaherw th 100(0.131'x3')nails as tollow5:
Tap cbcrds connected a5 follows:2x4-1 row a 0-9-0 bc.
Bottom chords cwnected a3 follows:2x6-2 mea aa9gered at OE-0 w.
Wei wnnected as followed 1 mw at 0 9-0 oc.
2)At loads are wnsidemol equally applled to all plies,except If noted as front(F)or beck(B)two In the LOAD CASES)SWIM.My W
ply wnnedions have been provided!to distribute only loads noted u(F)or(B),unless o91erw1 m Indicated.
3)Refer to girder(s)for truss to truss wnnections.
4)Recommend 2x6 strongbacks,on Sol spared at 10.60 oc and lasterved Im each truss with 3-10d(0.131'X 3')naffs.
Sbwgbatla to be allnhad to walls at liner outer ends or restrained by other means.
5)Use USP THD46(With ted tells Into Cider 8100 netts into Tmu)01 equivalent spaced at 2-0.0 oc max start a10-5]from Me
left and to 2-6-7 to wont ttuu(es)to front two of bottom&I
6)Hit all nal toles were hanger Is In onmad Wlth lumber.
LOAD CASE(S) Standard
1)Dead r Fluor Live(balanced):Lumber Increase=1.00,Rate Irwreese=1.00
UNimm Loads(pit)
Van:18=-100,3-4=10
Conwntteted Low,(Ib)
Ven:S=-100](F)6=1 Main)
Q S.A. Vamy 4UNn pv.nwx.mlaa,moaTEea.VlXl4LVOP'¢LUOE oyrweEFEMNCEV40EMM1]OAm.IP9M0r5BEfaaa USE. -•Y�
6[turi x�Yd lq veaYyuIT NlleheconwcMxs.andeA(xlbbainl cNV uponµmrelers.tle,wr.mO tlrcmtxlrWlLWQry<eniVrml.roi `
ninryYan.bk ems.M¢LJ/Y60<eiwr mW veAN nwty{It@Yllyd Wrb�p�mwKnml pttwAv h<urµ�are OYcdeeNn Ma Ireowrdl
Ixan-0aaq. ewkgxxtdeeklo peremrxnredrinxxxE nicwaoanard<roldmald�w.dW.>mwlld lema.wd.,owmaw.,l aawxr Mitek'
etlwary rhxFe]kxM1.vVandbpevad WltCb wllnWWMe CwvM]Y{ry mdpoFutYd�IwNa.b�lwld Pw>Jrce le9aagxw
r^,^P° IL EUIa
rmx,lnu.>wlroe.wnelv.xxkmmabla<rodw�a,emm.Memc�Axwmlmatycnw.wwvwl4 welwwrocallwAdar ' t axlo
ad.h n4ennaAea aaaxa kamLu Hare kwkMe.zle N.lee street.axre els,xre.aala.vnn 1a.
Job Trim Truss Type Cy, Ply -a'..
T6920t75
10331 TO FG02 Ref Gldat 1
?- Job Reference(Missing
COmppnem Suppty, JecksonvilN,FI32258 80106Apn20201616MiMITak IMmNMd,.OEGbM2 L26@201NP ph
IDaoPyy02V11-10 PzuOEzsx570-kleTNrpkx95MdyedEGbMWxobLgOx14B6YNcx3aph
238 n0.44 45-0 &&10 Lid-
2 '..
' S3s o - x119 x119 0-4-1z 21-10 936
Scale=I:la2
Specwl 6pedal Sp%NI
_ 2N I EA 3M= Spxiel 4A5=
1 46 2 Special 3 Special 11 45gciW 12 5
F11 M
19 a _ A 15
ems= Itfil94 JU524 T 4W 111820
10 JUS24 6
2N II &411
238 2�'6 3>! 43 434 450 8810 4109
238 01-02 011-1 P11-1 0 -2 21-10 236
PIM0faw1s Q%Y)- IS'0-2 82- If]' 0.2-011&63-06401
LOMM(Pu) "PACING. 2-60 CSI. DEFL In 00c) VUe6 w PLATES amp
TCLL 40.0 Plate Odp DOL 1.00 TO
0.38 vaxmLL) -0.W 7-8 6.989 360 W20 244/190
TCDL 10.0 Wmber DOL 1.110 BC 0.61 Ver(TL) -0.07 7-8 x999 240
BOLL 0.0Rep Strays finer NO WB DES Hood TL) 0.01 6 Na Na
BCDL 10.0 Cotle FBC201,VTP12007 Match-MS Whnal 0.01 8 >999 240 Weight 124 lb FT=209:
LUMBER- BRACINO-
TOPCHORD WSPN0.2 TOPCHORD StnwturMxvoJ atNngdimdlyaMil or6Ooocpudim,
BOTCHORD 2x6SPNo.2except and verirals.
WEBS 20 SP No.3 BOT CHORD Rigid calling already applied or 1 Oral OC bracing.
REACTIONS. (INalm) 10=185010-6,8,6=323G'638
Max Gmv to-1936(LC 2),9=3230(LD 1)
FORCES, (Ib)-Max Comp.IMax.Ten. Arkoma.250(Ib)or lass except later rmo m.
TOPCHORD 190=-2100/0,1-2=-23 ,23=23 .34=239=,4-5-2781M,58=3075N
BOT CHORD 89-02399,7A�781
WEBS 5 7-�Jz,1-9�155,4-7=-20890,2-8=11SARI.4 8=-637/187
MOTES
1)2-ply rrms to be connected together Mtn 1 W(0.131'x3')nails as follows;
Top Chords connected as follows:211-1 row at 0.9-0 oc.2x6-2 ares.taggmed at 0,90 m.
Bpnpm cMras conxadetl m follows:2x6-2 nap 6lagymxd at 69-0 CC.
Wemsconnedaa"follows:zY 1raw at 090 Ca.
2)All loads ere considered equally applied to MI piles,except If noted As hard(F)or back(B)have In the LOAD CASE(S)sealon.Ply to
Fly w vacllons have been pmvlded to distribute only loads noted As(F)or(B),unless o8ertail indicated.
3)Wind:ASCE 7-10;Vat=l Wmph(3sscmd gust)Vasd=101 mph;TCDL-Z.Opsl;BGGLS.0pd;h=25X;B=4511;"41b exha ft.Cat.
11;Exp B;Encl.,GCpi=0.18;MFRS binational);Lumber DOL=1.60 plate grip DOL=1.60
4)Provltle adequate drainage to prevent water ponding.
5)Cmostrumed loads Iron layers are tax present In Load Cereals):13 Dead♦Uninhabitable Atllc Wllhors Storage;"Dead a 0.6
awl Wind(Pas.minimal)At,#5 Dead a 0.6 MFRS Wind(Pts.Internal)Right;All Dead t 0.6 MFRS Wind(Nag.Irdemal)
Lel 07 Dead a 0.6 MFRS Wind(Neg.Internist)Right"Dead.0.6 all Wind(Pm.Miami)to Parallel;W Dead+0.6
MW FRS Wind(Pour Interna)2nd Parallel;110 Dead♦OB MW FRS Wind(Neg.internal)1st ParM1M;011 Dead s 0.6 MW FRS Wind
(Nag.Internal)2nd Pangs;Nth Dead t 075 Real Live(Dal.)+0.75(0.6 MW FRS Wind(Nap.Int)Left);Rt7 Dead+0.75 ROOt Live
(bat.)t 075(0.8 MW FRS WIN(Nag.int)Fight);#18 Dead a 015 Real Live(Dai)a 0.75(0.6 MWFRS Wind(Nag.Ina}let Parallel
119 Dead♦0.75 Root Uve(bel.)♦0.75(O.6 MW FRS Wind(Nag.Int)2nd Parallel).
6)This Inks has been distill for a 10.o psi bottom Chord live Intl nmCollcunant min any Clear live loads.
7)-This tions has been designed for a live Intl of 20.Opf on the bottom Chord In all areas mere a rectangle 3-6-0 all by 2-0-0 able
MII 6t between the bottom card and any Omar members.
8)Lead case(s)1,2.12 haral been modllad.Building designer must ravle'x loads to very,that they are Coned for the Intended
use a MIs times.
9)J.USP JUS24(Able IOd rens Into Girder 61 Dal nails into Tam)Or engin Nspaced at 2-0-0 m max.starting at 2-00 more the
let end to 6 0-0 to Connect truas(es)to back tam of bonen cMN.
to)FlII all mall term Mere hanger Is In cored wth lumber.
11)Hangers)or Other connacton dedce(s)shall be prevfdetl suBldaM tosupport Concentrated Ical 30 It,dawn and 121D up at
2-2-14,BO to down and 1210 up at 4 2 14,and 17451E down and 2501E up at 6612,and 8271E dam and 1221E up at 80-12 on
top chord. The deslgneelechom of such Connection Clericals)a the an,couldlil at others.
Q MIM/MO Vxtly seen m L OII1Ina eOCa MI1E ¢E FrIeE OOYA.BE eC
@tlp�g411amxaYyMT WIHN _ ki(mkl - unl t h I IJIm 1
0hgyyOwp Pey6ux,ryppM end vc IA11.rt4N C{a 1..- 1 Y • 9LH t and
d10pt6tlpn. amagaHcaletll pdulp Mllek'
aWlaw�e�ea WfueNwe wr+ MA'awlm urs rFa ky antaMdxln ye I I .al .al arra nn Wweab Sea aMs
.
nese,external
Munla.1= 1.milts,of lnmxsma "allemtvx,.aN51/MI GAIV aMMb.Ose-0y orA yes anO'memmponxp Twryea sarm
pay IIMmaM O/tldee Clan ego Rnlx YutlMe.'[IB N Ire Street,all al NxmMb.VRY[.11
Job Truss T.To. Ory MY Gosenwooe
T8920175
10331TO F(002 Flat Ondar 1
21120 Rel ( II
BGlein9 ComporreofSupply, Jecksonvilla,Fl 32256 0.01➢1A11202Dte MiTsk lntlushies,loa. Fn Jun2N 123022D16 Poga2
ID:zoPry02Vl(rW IseP2WE2axSMFkZ9TNryNx95MeyeolEOM4WmbL4Dz14BS1'Qkx34pM1
NOTES
12)Specht batper(s)or other connection device(e)saes)be ine iesed sfaeln9 ll these, mm thelint and d&&4 suttlGBni to conneG imss(es)to irons lace of fop cfrortl. TM1e
deaptVaelecnon of auto special conrlBDflDn eeNce(s)is Me responelbillryoi ol0ers.
LOADCASE(S) Standard!
1)Dead a Roof Uve(balanced):Wmber Inciseee=TOD,Plate Increase=1.00
Unitorm Loads(pit)
Ved:1-i--224,6-10=-20
Concentrated Loads Ob)
Vert:9=-M(B)2=-BD3=5011-1]4512-62]13= (B)1b-65(B)15 -W(B)
2)Dead+0.]5 Roof Live(balewed)s 0.75 Attic Floor.Wmbsr IncissaW 00,Plate Increase=1.00
Unit..LOs'J9(pn)
Van:1-5=-204,6-1120
Concentrated Loads Qb)
Ved:tk-235(B)2-67 3=W 11=1454 12=SBS 11235(3)14—235(13)15—230(8)
12)Dead:Lumber Incresse=0.90.Plate IncreaseAM Pit.metsl=0.W
Unit.Loads(of)
Van:1-5-14L 610-20
Cmwentraied Loads(1E)
Vert:»=292(0)2-0 3-27 11=-56212-2]613-292(8)14=292(B)I5-295(B)
Q waaxwa-V�nryewpnpvum�=n eneasavxolss ox m45axo wctuoeo vllEx asiseawtt e�asmx-ra r]nr.IMrvNra9eronause.
udp for va wlV
Iw1 MWIIedM®mnrvbxW+nut-ft eItlRxauol W4�4u✓-l+ Vvanrvelex Npwn mllslor mnYtl,xIN-.uWMIMWYgdn.1.Mnotroudt
l
ano, Twcon bpooaluNnD
xI MMWWI�uswMm"1/n Ww�ammmW WY./vIGIWuI IemMWaW gnnaml4¢M M ek'
tRwga mTJetlkr rkdhwJ to pevenicdlgm wllnp vUa�roMk4ayatlper�'ly Wn�p9, for ge�wed lryN�rce�ep(lg Ne
IWtMkn euaea.NNgY.aecMnm]d¢fpoln� 4,. M1rmiWemi WXWRII Gua111. b,pNd90A eC&euNbe Carrywwe T.0Vn EW SW
fafMYIrMMI. wtJktle nanMi RablmlMe.RIBN.Iee Nrl,slle]ILNeiaMh VRTYl14. Tema.aL aaalO
Job Trues Time TypeON PIy G"Eme" -
T89M176
1D331TO FG03 �FIATGIRDER 1
ss Job Reference( i Lnall
Bulldnp Component SuppN, Jacksonville,FI32258 8.0Wlsa 202016 72D4MusMes,Inc. Fd Wu lu 1:20:032011 Pagel
ID71PDN2VXj W t eeP2uOE2¢S]21-DIIMrsR531ym%rLTI V]a21 u_IRyPIDPeIGv2 e34D9
299 639 66R 1613 7160 7194 1961 11110
' 218 2$13 9 -2 1-1-11 1-1-11 p11-2� 218 �
Srale=1]36
60euel
SLB- $acral all 34 p "amove 4d- Small- apedtl A8-
as-
1 13 11 2 1s 3 16 4 17 s 1e 1. 6
Lj
- M 21 11 P1' 2A 10 24 25 9 ass= 26 27 8 »_ 2d 29 ]
12 .. TH0M TH0M Srt_ THEM THOM N10_ THOM THOM TI028 THOM THOM Tilbaspecial
Sa1n M12d15
Sm MrzpHs I I THOM
2d9 539 S 25r_ 6613F18 Pt 1961 111-10
2&9 2413 9112 11.11 11-11 9 -2 2$13 2di
Plate Others IX.Y>- 11:0.210.2-4112'.0-2-40-2-01 (6:0.2-00.29L p:Edga0.60t[8:02-4047].110:O9d 02-01.111:0.24.0241
LOAgNG(psi) SPACING- 2-0-0 C81. DEFT In (Iw) WOM w PLATES DRIP
TGLL 40.0 Plate Gdp DOL 100 TC O.81 Ved(LL) -0.OB 910 >969 360 k4T20 24N180
TCDL 10.0 Lumber DOL 1.00 BC 0.n V68(TL) -0.17 910 >BB3 210 W20HS 187143
BCLL 0.0 ' Rep Stress prof NO WE
DO Hil 0.03 7 Na We
BCLL 10.0 Code FBC2o1MP120W Weltlx-MS WIM(LL) 0.01 10 >999 210 WNghi:26210 FT=2o%
LWBER- BRACING
TOP CHORD 2x6 SP fal TOPCHORD Structural wont sneetMnp directly applied or 6-0.0 cm puffins,
BOT CHORD 2x6SPN91 axoapl and ver9c.le.
WEBS 2x1 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing.
68,1-11,59,2-10.4-10:20 SP No.2
REACTIONS. )MI.) 12i899/95E,7�y093MechenlW
Max Uplift 12=-M(LC 4)
MuSifter 12=9974(LC 2),7=8093(LC 1)
FORCES. (b)-Max ComoMax.Ten.-Ail forces 250 gb)or less except Ntwn shovm.
TOP CHORD 1-12=4563F2,1-2=-841899,2-3=-12842/10],34-12842/107,4-5-119]00,
59-]9389,6-7-MU/0
BOTCHORD 10-11-99/8416,940=W11970.8-9=),0938,7-6--mis
WEBS 69 9457,1-11=-120'10130,58--3156116,2-11=-5M",5-8=918V981,
2-10=10PAS1,49-240]1112,11(hi-3485916,4-10=472/1307
fill
1)Special connection remained l0 din lbule bottom Glad loads all beMsen all plies.
2)3ply truss to W conhoomol togetM1er win IOd(0.131'x3")tells as bllows:
Top chords connected as follows:2x4-1 rota at 0.90 00,2*-2 roves staggered at 0-9-0 w.
Baran dards connected or folbws:2x6-3 rows staggered.1 O4-0 no.
WebswnrectodaslollOaftel irow110-90oc,Exceptmember8-52x4-2messateggared8104-0oo,member942x4-2
ows Ms am ico 1104-O oy member 10321x4 1 row N 0-5-0 noted
3)All loops ere coreltle W n prodded to
to all plies,only
If noted es troll(B)trial(Bj race inthendi LOAD GASES)secBon.Plyto
ply wnrSCE 7 have bean pmvbetl t0 second!
and only bads noted be(F) .(BJ,unless oNereiee Indicated.
4)Wind ABLE 7-1Q Vul1)TI8;M M1 RS pl poap Vastl=101mph:TC plate rip BOOL=S.opsl;h=258:8=458;L=[48;esus-ill;Gel.
II;Exp B;End.,G muster,B;MW FRS(dlrediweB;Lumber DOL=1.80 plate grip DOL=1.60
5)PmNtleadequate0pllates nlpls oth water pondNg.
8)Al Orate are been plate unless 10 0 si Indicated
0.
7j-This The
Msbeenn eigneefor a IDDpardof 20OWI live on the
WHO any o. live loads.
Bj'TNs imsa M1as Wonnitomdesignedr for a live bell Of 20.Opnl on Na balbm chord In all areas M.a rectangle 3-6 O NII by 2-0-0wrde
vd l III talism the r law
cMN ell any Mor members.
9)Refer to gMecha)for tone a trop(wnre others)
s.
of
10)Prod fteco mechanical 4,5.6.7. (by ol0,11 of 1,155 id,15.16 place capable d w.22,23.ng 24,25, 6,2uplaelJoni8 W 12.
11) oed,151(1)1,2,dsi48.],e,91q 11,12,13,14,Mat It 1],18.1re 2Q21, Intended!
um 26, is ter M1eslTeve been
mseiUSP THOM tlH1l ad most review Ideas l0verity Natnto Tam ums)
for the Intended use of this truss.
12)Use USP d to 11 (WHO1 co netts Into Glider f NASD note Into Truss)Or equlvaleM spaced 112-0-0w max.stadlrq of 13-141mm
Ns bit E Tb 26 Wit 10 cornea i to Gird)b front lace of Ont oTi cMrd.
13)Use USE d to 10 10 t lbs nags into Gies)to NA90 nails Into mTires)Ho w equivalent spaced 112-0 0 oc max.staling 112-0-19 tram
Ne tell and b 10g10 t0 cornea ime(e0)1O beck law OI Whom chdN.
Arterial VVXytlWengianWe McFle N01EB aN]IRB.WONELYOLn MIEN IIEFEMNCC PIKMF7Qa m.100.VN15 BEFOX da E.
mrgt wa weeaaoevwwm MIeLW wrveclda.nenalRe Nlxim aev Nsaewmeeien AarLmtl aro,m news aBtlxa=�w�t top
Mian.P¢1weua.1re IxligtlB>bwe muu veAN Iln4{IbMINatlaNn Raanalaam]pcTaly hcM^eale Meevol on am oueidl
peep Wi31,. &a]q Yn md.pasaar aft Neq WxMMNd hW wenaxVaclxxtlmwexrsoey.A�NadlamWITV W1CainawMda]p 1e
FYx 9wo3e. ."'Anaq"Und Mti adleemvypanc iBbLNWIPIItl Sat�N Op p.W1dEaW a�Al euefeYpen4aeeerA W04 Peb FM BNA.
tdaly pepmaXon wateELe Aanlne FMle tu1LM.2mN me sheaf.aIb 312 NeamlllW Ms14, Tempa.FL 51910
Job T. True TYPEOly Pq Gremwootl
eezdn6
10331 TO F003 FLAT OIPOER 1
3 Jab ( t atl
BSAW,SAW,Cemponenn Supply, JecksOrmlle,Fl32256 grain SAp1200201618 MiTek Industries,Irc. Fn Jun 2411:20:W 2018 Pepe2
NOTES
ID:xoPyy02VJ4W1seP2u0F2ax5]21-DIhK1ER531yznWLTINs21u_fRYPMP61G=34P9
pop
15)Rtg11-1 , OlM1 1ftu cd ectlon 4431b p atl 5 11-1 ,7413 au8iden 1l to ton concenbated loads) vA,M down and 18413 open 1l O2 b,1248In m5lb up a641b up
altopcho,300413mwnentl44310upal5-11-14,]410tl. Tentl11 Ibup Eton 0 ach itnedormentl 11)i Wet99-12arltl102Wtlown end 1513 upat 11-9-7
on tap tlroN,entl 35551D doom at 11-11-2 on bdn0m ct1oN. The tleslpN6Necpon d sucM1 a0nnectien mvice(e)is bbe reapelsidlity of others.
LOAD CASE(S) Standard
1)Dead a Roof We(batandeft:Wmber blo.,-100,Plate Increase=1.00
Unlfonn Loads(plq
vert 1-18=224,&18-100,7-12=-20
Concenbrefad Loam(Ib)
VeR 9=-160(B)10-312(F)4=]414=-124815=-124818=300417_]418-102 20=-312(F)21=-160(B)22=-312(F)23=-lfil 24-1 W(B)25=312(F)
26=312(F)27-160(8)2S-312(F)28=3555(B)
2)Oead+0.75 Rod Live(belercetl)+0,75 Mic Floor Lumber Incha ee=1.00,Floor Increesa_1.00
Unfolm leeda(plq
Vert 1-16-204,&18-80,7-12-M
Concentrated Loam(1b)
Vert:9-520(13)10=-2M(F)4-6214=-1 NO IS=-104018=-250317=6218=&520=270(F)21=520(8)22=-2]0(F)23-520(B)24-520(B)26=-270(F)26-270(F)
27=520(8)28=-270(F)29-3083(8)
3)Dmd+UnlnDabRade Ado WI@out Storage:Lumber Increase=1.25,Plate Increase=1.25
Unddra Loads(pli
VeR.1-18-144,&16=-20,7.12=-40
Canalntmtetl Loam(lb)
Vert 10=209(F)4-3714=62415=62416=-15021]-3718=-5120-209(F)22-2W(F)25=-209(F)26=-209(F)28-209(F)2 -2119(B)
4)Dead+OA MWFRS Wind(Pos.Internal)Left:Lvnber Flcreaae=1.80,Plate Irlcreeral
Undone Loads(plt
Vert 1-18-98,1&19=2.e-19=1.742=-10
Concentrated!Loam O3)
VeR 1R (F)4=1114=1841 5=1 84 16=44317=1118=1520� (F)2236(F)25=86(F)26=86(F)28=86(F)29-1208(8)
5)Dead+0.6 MFRS Wind(Poor Internal)Right:Lumber Increase-1.60,Plate Increase=1.60
Unkere Loads ft,H)
VeR t-M-111,13-18-N.6-18=28,7-12=-10
Concentrated LOAN Ob)
Ven:10�(F)4=11 14=18415=18416=44317=11 18=15 20=861F122=M(F)25=86(F)26=86(F)28�86(11`)29=1206(B)
6)Dead+06 MFRS Wind(Neg.Internal)Leh Lurnbe Inaaase=l W,Plebe IncrEme=1.60
Unnorm Loam(p8)
Ven:1-18-145,15-18-21,7-12-N
Concentrated Loads Ob)
Veli:10=95(F)4-2814-4]115_--0]1 16=-11341]=-2818=38 20=96(F)22=98(F)25=95(F)26=98(F128=98(F)29=-1196(B)
7)Dead+0.6 MFRS Wind(Net.Inhered)Right:Lumber Increass1.60,Plate acrears,1.50
Unit.Loam(pit)
Vert:1-18=-145,&18=21,792=-20
Concentrated Loam(lb)
Ven:10=96(F)4=2814-4]115-47116-11341]=-2818=36209 (F)22=96(F)25=96(F)26-96(F)28=96(F)29=-1196(B)
6)Dead+0.6 MFRS Wind(Pea.Internet)Iat Parallel:Wmber Increase=1.60,Plate Increase=1.80
Undam Loam(pIR
Veh 1-18-105,&18=19,7-12-10
Concentrated Loam(Ib)
Ven:1 R.8B(F)4=514 215=9216.22117=518 20-86(F)22-86(F)25A6(F)28�86(F)28=86(F)29=-1200(B)
9)pend+0.6 MFRS Wind For.Internal)2nd Parallel Lumber Increase=l 60,Plane Increase=l 60
Unform Loads(pIQ
Van:198=91.&18=8,7-12=-10
Concentmted Loam(lb)
Ven:10=86(F)4=1 14=-1815=-1816=4217=-1 18=41 A(S(F)22,86(F)25=8(1 fl N (F)28-86(F)29=-1250(8)
10)Dead+0.6 MFRS Wind(Nag.Intemat)1at Parallel:Wmber Increase=1.60,Plate lmmase=1.60
Unitorm loam Onf)
Ve4:1-16=-145,6 18-21,7-12-20
Concentrated Loam(Ib)
Ven:1096(F)A--2814=471 15=471 16=-113417-2818-3820-Wfl 22=96(F)25=96(F)26=96(F)28�96(F)
29=-1196(B)
11)Dead+0.6 MFRS Wind(Nag.Inleman 2nd Parallel:Lumber Increwe=1.80,Plate Irloreeae=1.80
Uniform Loam(plO
Ve1L 1-1&-145,6-18-21,7-12-20
Concentrated Loam(lb)
VeR 1096(F)4=-2814=4]1 15=471 16=-113417-2818=38 S}Wfl 22=96(F)25=96(F)N96(F)2896(F)
29=-1196(8)
12)Dead:Lumber Illcrease40.90,Plate InO.=D.90 Ph.mebe60.90
Unlfomr Loam(plp
Vent 198=-144,6-18-20,7-12=20
Concentrated Loads(Ib)
VeR 9-_64(ft(8)10=446(F)4=-2514=41816=41616=-1001 17-2518=34 20=140(F)21=ND(B)22-146(F)
23=640(B)24=650(8)25-146(F)26-146(F)27=640(13)28=-14r3(F)29=-1888(B)
13)1heed+0.75 Roof Live(bal.)+0.75(0.6 MFRS Wind(Neg.Ion)LER):Lumber Increase=1.60,Plate Increase=1.80
Unlroml Loam(qO
Von:1-16=-20.&18=61,7-12=-20
Concontratatl Loam(lb)
Von:10=58(F14=6414-1081 15=-1081 16=-260317-6418=-8620=56(F)2238(F)25=56(F)29=58(F)2 -%(F)
29=-1196(B)
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LOAD 0A (S) Standard
14)Dead+075 Roof Uve(bel.)+0.]5(0.8 MWFRS W Intl(Neg.Ing Right):Wmber Immise=1.60,Plat Increase=1.60
Unlionm Wads(pit)
Ven:1-16205,8-18=61,7-12=20
Concentrated Loads(Ib)
Ven:10-56(1`)4-fi 14=108115=108116=-28031)=6418=E820=56(F)n=WF)25=56(F)M=56(F)28=56(F)2g=-ll%(B)
15)Dead.0.75 Roof Late(ba.)+0.75(0.6 MWFRS W Ind(Neg.ing let Parallel:Lumber Illcre.1.8o,Plate 1.160
Ungnlm Loads(pg
Vent 1-1&-zo5,6-14-e1,7-12=20
Concentlaled Leads(lb)
VeR 1036(1`14-841b1081 15=-1081 16=-28031)=E 18=-882 58(F)22=58(F)25=56(F)26=56(F)28=56(F)29=-1198(Bl
16)Dead+0.75 Roof Lim(bal.)+0.75(0.6 MFRS Wind(Neg.Int)2nd Persia):lumber Il mase-1.60,Plate Increase=1.60
Unllolm Loads(pg
Ven:1-18=-205,6-18=01,7-12=20
Concentrated loads(Ib)
Ven:10-381F14=6t 14=1001 15=1681 1628031)=6418=-8820=56(F)2235(F)2536(1`)26=%(F)28=%(F)29=--1 19618)
17)Reversal Dead+0.6 MFRS Wind(Pos.Internal Left:Lumbar Incraess=1.80,Plate Increase=1.60
Unllonn Leads(pig
Ven:1-169,181 Mal.6-4k13,)-12=10
Comentreted Loads(Ib)
Van:161 m(F)4=11 14_--1841�10416 17=11 18=1520=1 TGIF)22=1)8(F)25=-178(F)261 M(F)26178(F)29=-1)82(8)
18)Reversal:Dead+0.6 MFRS Wind(Pca.Internal)Right:Lumber Immess=1.8,Plate Increasa=180
Unit.,Leads(pg
Van:1-13=111,13-1698,6-18= 8,7-12=10
Concentrated Loads Ob)
Ven:16170(F)4=1114=18415=18418=4431)=11 10=1520=17e(F)22 lM(F)26178(F)261 M(F)26178(F)29=-1782gg
19)Ravemal:Dead+0.6 MFRS Wind(Neg.Internal Lek Limber Owreaee=1.60,Plate Inaeass=1.80
Unitom Weds(p0)
Ven:1-18=-145,&18=-21,742=-20
coasted Loads ng
Ven:12-168(F)4=28 14=471 15=371 16=-11341)=-2818=6820=-18011`)22=-168(F)25=-1(i 26-lM(F)28=-16e(F)20=1 M2(B)
20)Reversal:Dead+0.6 MFRS Wind(Neg.Inlema)Rlgnt:Lumber Increase=l.8,Plaie Inonsa5a-1 6D
Unite.Wads(Pin
Ven:1 7-12=-20
Corcenbaed Leede Ob)
Ven:16188(1`14-2814=371 15=3)11611341)=-2018=382618811`)22=1W(F)25-188(F)26168(1`)28=16%F)29=-1M2gn
21)Reversal:Dead+08 MFRS Wind(Poe.Internal tat Parallel:Lumber Increase=l.6,Rate increase=160
UMbnn Wads(Pig
Vet 1-18,-105,6-18=19,7-12=10
Concent aled Loads nb)
Veh 10=-1 78(F)4=514=9215=9216=221 17=518-826178(F)22=-178(F)25=170(F)26=478(F)28=-1)8(F)29=1 78218)
22)RevemW:Dead+0.8 MFRS Wind(Pos.Infemag 2nd Parallel: -umber Increase=1.60,Plate Increazs=180
Unllonn Weds(pig
Ven:1-1&-116,618=8,7-12=-10
Concentrated Loads(Ib)
Ven:10=178(Y)4=-114=1015=-18164217-1 18=-I M0 l7B(F)22 lAgF)25=-1 TS(F)20=1 M(F)26178(F)29=1782(B)
23)Reversa:Dead+0.6 MFRS Wind(Neg.inlema)let Parallel:Lumber Increase=1.6o,Fine Increase=1.80
Unlolm Weds(pig
Vert 1-18=-145,6-1621,7-12=-20
Comentreled Loads(ID)
Von:10-1611(1`)4=28 14=47116471 16=-113417=-2810=-3820=-16nF)22=-168(F)25-=10811`)26188(1`)
26161 29=-1772gg
24)Reremel:Dead+0.6 MFRS Wind(Neg.Interna)2ntl Parel aL.Wmber Increase=1.60,Plate Increase=1.60
Uniform Loads(pg
Ven:118=-145.6-18=-21,7-12-20
C ncah rated Loads Qb)
Ven:10-180(1`)"281b471 164711611341)=-2818=-3820-168(F)22=-168(F)25=161 26=-168(1`)
28=160(1`)261 TM(B)
25)Ravarsa:Dead+0+75 Roof Lha(ba.)+0.75(0.6 MFRS Wind(Neg.Ing Left):Lumber Increase=1.60,Plate Increase-1.60
UnNOIm Loads(pg
Vert 1-18=-205,8-18=01,7-12=20
Celeanirered Wads(ID)
Vert 10=456(F)4--8414=106115=1081 16=-26M 17=6418=0620=-256(F)22=256(1`)25=-250(1`)26=-256(F)
28-256(F)29=-280)(8)
28)Reversal:Used+0.75 ROW UW(M.)"+75(0.0 MFRS Wind(Neg.Intl Right):Lumber Increase=1.80,Plate Incm..e=1do
Unnonn Weds 1pl
Van:1-10=-205,848=61,7-12=20
Comentreted Loads(lb)
Ven:162W(F)4=6414-1061 161081 16-26M 17=6,1 1 8=458 26255(F)22=2W(F)25=256(F)26258(F)
20=256(F)29=-281
27)Reversal:Dead+,75 ROW Live deal.)+0.)5(0.8 MFRS Wind(Neg.Ing let Parelleg:Llmben Inereme=1.60,Plate
Increase=1.W
Unlbnm Loads(pit)
Van'.1-162D5,8-18=61,7-12=-20
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Job buss Trice Type .fly SabiTBW0176
10331T0 FG03 FLATGIRDER 1
s3 Job Reference(optional
Building Component Supply, JackaonWlle,R 32258 6.010sAd20Ml6NT.k N.,tr, ,l.. 81.1.241126:032016 PG9e4
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LOAD CASE(S) Standard!
Goncenllaled Loans(Ib)
Van,10-256(1`)4=6414=108115=-108116-260917 418-6921A258(F)22-256(1`125=-2W(F)2 256(F)28=256(1`)20-2W7(B)
28)Reversal:Dead+0.75 RCM Live(bel.)+0.]5(0.6 MFRS WIM(Nap.Int)2nd ParMl61):Lumber In mese=1.60.Plate Incise ae=l b0
Dnlfolm Loa&(pp)
Vett:1-18=-205,6-18—81,7-12=20
Goncentrated Loads(lb)
Ven:10>256fl —6414108115=-108116-260.917 418-8820-256(1`)22_256(F)251:-258(1`126=258(1`1281 28=2807(B)
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Job T. T.,
Type Oty Ry Greenwood
e9 91n
10331T0 FG04 FletGMa 1
ab MI
BUIMIIN CompaleM Supply, Reference hational
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ID:IAPSN6HZ4adcaeAb3YUN4yZBee-hyHOVBNse0pbxelvAGkpnbJcO4oM.gNamlgRUz34Dl
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288 b"'a 5,1$ 81-12 )2-0 )A2 2 1238
z$B 2413 6 -zrl 11.10 1410 o-r-z l zEB
LOADING(pal) SPACING, 2,60 CSI. DEN.. In (lac) VOMI 1M PLATES GRIP
TCL- 40.0 Plata Grip DOL 1.00 TO 0.38 Vert(LL) a.w 9 >990 380 W20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.51 Ve0(TL) -bow 910 >we 240
BOLL 0.0 Rap St1ms Incr NO WB 0.67 Hca(TL) 0.02 ] Na Na
BCD. 10A Gods FBC20LVTP12007 MaMx-MS WIM(LL) 0.01 a >999 240 Weight:137 to F1'-20%
LUMBER- BRACING
TOPCHORD 20SPNo.2 TOPCHORD SWduralw Meathingdlme ya IlMor6-0 mDudlna,
BOT CHORD 2x4 SP N0.2 except and varicals.
WEBS 2x4 SP No.3 BOTCHORD Rigid calling drechyapplletlor 108-0 oc bell.
REACTIONS. glamee) 122101N-38,]=35]dMachanical
FORCES, (lb) Mex Comb/Mex.Ten.-Ali forces 250 Qb)or lees except wiles shun.
TOPCHORD 1-12=8050I ,b2=2110 .23=3149/034=314=,4-5=314 ,58=2197M.6-7=Wim
BOTCHORD 1611 Y110,910d149,8-PB197
WEBS 68--0.2BSf,1-11=G/2]00.5E=1]WPo,2-11=1]3Y0,5@=0/1251,2-10 /1365,4-9=-]RN,310=E21/0
NOTES
1)2-plyi1 stoMmnl to Mllar Wahl tl(0.13lN3')nailsasfollows:
Top chords connected as Iollows:2x4-1 row a10 9 0 cc.
Bottom chords connected as tallows:20 1 raw at 08O cc.
Webs connected as follows:2x4-1 row at 0-9 0 oc.
2)All load.are considered eq.Wl applied to all pit.,except If noted as Mont(F)or back(B)face In the LOAD CASES)section.Ply tD
Ply WnnaCtions have been provided to distribute only loads noted as(F)of(B),unless othenHse Inotcated.
3)Wind:ASCE 7-10:Vnt=130mph(&sacoM gust)Vastl=101 Mph;TCDL=5.Ops1;BCDLS.Opsf;i 250;B=051L L44iL eayo-M;Cat.
IL Ely B;Encl.,GCP-=ml8;MFRS(directiona)and C-C Egomania)at-12 to 31-12,IMe0or(1)31-12 to 12-1-12 zxmC-G for
members and forces&MFRS for reactions shown;Lumber DOL-1.80 plate gdp DOL=1.60
4)ProAde adequate drNhage to prevent water po ming.
5)All plates are 4x5 MT20 unless chrome,indicated.
e)This truss has been assigned for a 10.0 pat barman Mord INe IoM nonwrcurrent Win any other live mfds.
])•This thea Ms been assigned for B live load of 20.0psf on the Dalian Moth In all ereas ween a rectangle 3 6 0 tall by 2-0-0 Wtle
x111 I1r Delween the bottom chord and any other members.
B)Refer to glrder(s)for Was to Was connecbons-
9)Hangers)or other connection devices)shell be pmvIded suUldent to support concentrated mad(s)23316 Wwn am 51 ID up ei
1912,2281D doxn and 4910 Up at 3912,232 O been and 50 lb up at 59-12,2321b down and 50 to W at 7912,232 In 00xn
aM501Dupat 9-9-12,an02321Ddow11and501bWat taH-12,aM 13591D down anti 2951b upU 12-1-12ontoPchord. The
tleal9NeeleGlon
at such connection clericals)Is the responsibility of others.
LOAD CME(S) Standard
1)Deed a Roof urs(balanced):Lumber Increase=1.00,Plata Increase=1.00
Unions Weds(PIN
Ven:1-6=-224,]-12=20
C...fusted Loeds Ob)
Vert 6=-13595=-23213=-23315=22816=-2321]=-23219=232
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Jab Tnea, True Type Oty Ry Greenwood
BB201 B
W31TO FT01 GABLE 17
1
Job Ral016 Mce loo industries,
Building Conpalent Suppty, Jecksonville,Fl32256 B.e9a,3YU202016 Mi9ekt4mIrc. Fd Ju1241t38:0mlgRUagel
IOdAPSNSH249Ec(e&b3TUN4y20ea-IIyHOYB14ea0pW181vAGkAIbOIOBRMeNemlgRUx3Cp1
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1 = 2 3 a s s Soale=1.l4A
12 11 10 9
21—
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4a a 1+b
LOADING(pal) SPACING- 2AO CSI. OEFL. n 0.) VdeA fund PLATES GRIP
TOLL 40.0 Flat DOL 1.W TO 0.06 Ved(LL) Na - No 989 IXT20 2W90
TOfoul Lumber DOL 1.00 SO 0.00 Vell(TL) Na Ne 999
BOLL 9.0 flap Shares lecr YES WB 0.03 HEUL) b.00 11 No Na
BCDL SO Code FBC2014KPI2009 Matrix Weigle:Mlb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural road sheathing directly applied or 5-11A oc Perim.
BOT CHORD 2x4 SP No.2 except ad veMcale.
WEBS 2x4 SP No.3 BOTOHORD Rigid calling directly applied or 1php ac bracing.
OTHERS 2x4SPNo.3
REACTIONS. All t,ar-I gS S11-9.
(Ib)- Mex Grav All leactlore 2501b or less et)olnt(s)12,9,10,9,11,8
FORCES. (Ib)-Max CompNw.Tan.-ATI forces 250(Ie)or less except¢Ilan strewn.
NOTES-
1)All plater,are 2x4 MT20 unless othenbse Indicated.
2)Gable requires continuous bodom chord bearing.
3)Tmss to be fully sheathed from one lace ar securely bracetl ageinat lateral movement(Le.diagonal ea,
4)Gable studs spaced at 1 4 0 ac.
5)RecommerM 2x8 strOngbacks,on edge,spaced at 100.0 oc and fastened to each Innes Win 3104(0.131 X 3)nails.
Stmllgeacks to et aaached to well at their outer ends or restrained by other means.
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Job Beferenee k lb,usall
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2 B] 2-0f,10 S9e 311 2 2-0
' 2�6] WI-12 UB10 OBIO 01� �
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241 at-2 6810 0910 61, 2 A6]
LOAgNB(psi) SPACING 2-BO C81. DER In poc) VOag Lb PlATEB GRIP
TCLL 00.0 Plea Gap DOL 1.00 TC 0.08 V_gLL) -0.00 ] >099 300 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC O.OB Vert(TL) -0.Ot ] a999 240
BOLL 0.0 Rep Suess Incr YES WB 0.14 Hoa(TL) 0.00 5 Ne Na
BCDL i0 Code FBC201MTPI200] Mettlx-MS Weight:3511, FT=20%
LUNBEib BRACING,
TOP CHORD 2x4SPIkm2 TOPCHORD Sttu=ral WnMa tithing EVectlyeppliedor5-11-9acpullrs,
BOT CHORD 2s4 SP No.2 except and vellkals.
WEBS 2x4 SP Na3 BOTCHORD Rigid celling dlrecflyaWiled or 1m0-0 oc bracing.
REACTIONS. QNN2e) 0=31245-8,5=312/Mechenicel
FORCES. gal-Mas.ComplMax.Ten.-All force5250(Ib)orleas excep1Whensibran.
TOPCHORD tE=-29]10,4.5=297/0
WEBS 4fi=88,14=0/288
NOTES
1)Unbalanced floor live loads,have Eeen consldered for this dealt,
2)RWer t0 gilder(s)for tN59 to truss,pouracbIX19.
3)Recommend 2x8 s0agbacks,on Nage,spaced at 10-0 0 oc and fastened to each truss With 31 W(0.131X 3")nails.
Strongbacks to be attached to walls at Elelr outer ends or resin rads by other mons.
A�WgeNwc'Y.Nh CWan pumWlu[anCaE10 N0]EaeN]MS qeO MCLUOEOWIExaEFEP4XCE MnEMM1]4]]m.lOO1R0n5 aEFOPE VaE
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etlMgirepYNnv W�tlpyaWlopeYa9cdlgas ulmi sae Para✓d Yery UA aoFMydampx. ra9W�ad px]mce�eW3V ma 904Pe1e e
IyYNeltryflpq]o.d¢Xaely.seclcnm]riacYpalMaesaWlnacYelTnLaegNXTllflutllh GxMlC.daEtaaM laalaWb'0<emPUW4 ieumn.FL 3M103Y10
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T892O1�
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703 BOOR 6 1
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grant,Compawnt Suppy, Jeduomnll6.F132258 8.a10a APr2020u,MITek lMuseies,Inc. Fn Jun 2411:28052016 Paget
O.IAPSNSHZL W c6seIb3YUN4YZ8m80NIXuitluYgD6M1DTVIZCi]rvoSOOTAW NnNxrrx3ye
S.11-191 3 S LIa S L 1 L1Y1
A6 1
13 1
1A OL2 6a-03 LY-13 0.1-2 0-04
A<= sure-CIST
1 214= 2W II 3S`4I A
m=
] 6
a.4=
2:4 2.N 11
oHia 1 s 1T� L1ii oM111 YIN
1 toll
Lomil(PSO SPACING} 2-60 CSL BER. in 0.) Vdefl IM PLATES GRIP
TCLL 40.0 Piste Grip DOL 100 TC 0.38 VaR(U) -0.037-8 >999 360 Nfr20 2W90
TCDL 10.0 Iunber DOL 100 BC 0.36 Vad(TL) -0.68 TA s999 240
BCLL 0.0 Rea,Same lncr YES WB 0.27 Horn(m) am 5 We Na
BCDL SO Cade FBC2014tTPI2007 Mettle-MS Welght 43® 17=20%
Lull BRACING-
TOP CHORD 2x4SPNo.2 TOPCHORD Siuclural woe aheetot Elreclly,applied or 660 oc parl
BOT CHORD 2x4 SP No.2 except and veNcels.
WEBS 2x4SPNn3 BOTCHORD Rigid ceiling directly opened!or 60.0 ac teeing.
REACTIONS. (IWSI2e) 8t21N5-8,5 21/0-5-8
FORCES. (Ib)-Mas.Comp.IMax.Ten.-All forces 250(lb)others except wfien aflovm.
TOP CHORD 1-8=3yfl/0,1-2=38M0,2-3=38Aq,3-0=384X,45=-05)N
BOTCHORD 67-I384
WEBS 4-6 1561,36=26M.1 ]=0/384,2J=25W
NOTES
l I Unbalanced floor live loads have been considered for this design.
2)Recarnmew 2x8 sliongt asks,on edge,spaced at 1660 oc and fastened to each Imes Win 3-10d(0.131 X T)rills.
Simng0ecks to W entered to stalls at their outer ends or restrained by other means.
nae,u -Vmry 6�a➢�Yenmr�uvenEaEAO NOES ON]II6PHa WGLUOea'l—lFEPAMCE PAGE MtlJ1Am.Ib0Yt0169EfOREYSE Nil'
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xwm+�wlNlm l«HonNv«wwwa.eatooll�ewlm Pomla PelwrinNvr and wowaheallage. i..eaaaaN a�u�alew.ere nye
kdkolWLvl«gre.aaNery.a«3mad Lractpalnms[aq nw Mtemv JNN/IrIl Clwrh CMella.a36'fraM aC9lWMnpcenlpwwnt ass Fe1Ye Eaa eMa.
sally IMgmoMn�v�f4ue M1dn lna Rale NmNMa218 X.tea Shaeryule312,AIe Am VAMl4. T.,H. 33510
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BB2J181
10331T0 FTD4 FLOOR 6 f
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ser
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BuldifNGwayonent Supply, JeckconviBe,FI3226fi su1aTYLN4yZf04l,P MKOGgXaelm. Fn Jun 241t20:06WxVV Paged
ID:f7.24 Z4Bdcee9M3VUN4yZ8ee-0KP zWKOB9%gFGP1bICIC968CmRhOp63W1hYNYl4p8
zse 4.n-0 +s a l -1z1 ] y asts +axe
3if0 0..3 1410 he10 0-4-12
Smbc 120.6
N4 II 2x4 I 4x6=
— 2 3 4
1
] 8 4s5 5
a4 II 4u= ace
s+.
we aa+ �+ � 1010 M.112A z�s —tx—
on-+z
LOADING(pso SPACING 2-M CSI. DEFL. In (hoc) Vddl Ud PU m GRIP
TCU 40.0 Plate Opp DOL 1.00 TO 0.61 Veda) -0.W 50 ,m 3130 LR20 24 190
TCDL 10.0 Lumber DOL 1.00 BC B,13 VerIQU -0.09 78 >999 240
BOLL 0.0 Rep S ass lncr VES WB 0.49 HorzQLI 0.01 5 we Ne
BCDL 5.0 Coos FBC2014rrPlM07 MMdx-MS Weight:811b FT=20%
LUMBER- BRACING
TOP CHORD 2x4SPNo.2 TOPCHORD ShucfurlmWsheaWngdire yapplledor4-B-15mpudim,
BOT CHORD 2x4 SP Not except and vedlcals.
WEBS 2x4 SP NoS BOT CHORD Rigid oson,d1nnsiy strutted or 100-0 m bracing.
REACTIONS. fibhi]eI 8,660 38,5xi6OMschanicbl
FORCES. (Ib)-Mex CompMtax.Ten.-All forces 250(lb)or lase except saran shown.
TOPCHORD 18-829M,1-2=-9970,2-3—WA).3i=997/0,4-5=6M
BOTCHORD 64=04W
WEBS 48=01020,1-]b/1020,38=-3700,2 7=-37M
NOTES
1)Unbalanced flow Ilve loads have been considered for this design.
2)Rather to Sedans)for tmss to truss conwhons.
3)Recommand zx6 strongbacka,on edge,special at 10-0-0 %and restated to each truss 2Vh 3-104(0.131 X 3')nails.
Stmngbacks to be attached to Walls at Meir outer ergs or restrained by other assets.
Q w4/BINO-s"aeYsneffill aprWNEAO NOTES ON T—ANO WCI-EO—K REEGINCE PB0EYF7113 ne 1daYlO+eaEEOREU3E
LYa12n WYJIw us wYY�M166 Wlekacwxwcbn.Radex9n elmW oNYN+e�Wwnelm Ym'nx+n]ISIwm FNWIUI[uldtgcempuun+rot
biYM1Mn.MM1're�.IrolalbNdRaaa nntl WANtlaq IlyddN(x�Wunetenadgw�al ocwFgda Mde�ln Mo TsaMtll
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6 YNOR�gaad Nxaf2�lYaKIbPRRwecchpN Wm03sMa FanwY4aeEYwN[Rc4wlYdamye.fw OR�ad Pad�FeFN4Waie Be04 Pe.En18XJ.
,al ,noue2s.daFay.ele[Ibnwe6morodmwwa,em®.ww�n iMMITIf YYLHCMbs al dtl aCR aYNpeaNpw�.a Tens..R.AIs
sawrk4Pmr,nenawdxe rro,nam Rob rnMe.zfau.+aR seaa1.94re3rz.Aw.awvA t4.
Jop Truce Tam Type City Ply Greenwood
8020182
10331 TO FT0.5 FLOOR 1
lob Ref ( 1 ell
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ID:fPPSN5H240acBeBr09YUN4yZBee-0KP_zWKOBpXgFGPIbICIC9pEC19B_Np63WMVN]34g1
13Ido 0
I1-00 I1&0 1
do da t-n.e
craw.r.r
0 i 12
1 M It 12 2W II a b/ II 4W II 'M II
Li L-1
24 11 2M 11 w 11
11 B B ]
ar II
Sol 11
6741d0 98p 4d0 B6B
610 5
10.R 180 1d0 1-1H
COMING I)mf) SPMIN2 2-0-0 CSL OEFL In pa) Vtlell Vtl PUkM; GRIP
TOLL 40.0 Pkle Grip DOL 1.00 TC 029 Ved(LL) -0.W ]8 X999 380 M]20 2MJ190
T(AL 10.0 Lumber DOL 1.00 BC 0.48 Ved(TL) -0.07 ]e s999 240
BCLL 0.0 Rep Slress lna YES WB 0.01 Hoa(TL) 0.00 8 Na Na
SCOL SO Code FBC2014RPI200] MMM-S Wel91r:241b FT=20%
LUMBER- BRMING
TOP CHORD 2k4SPNo.2 TOPCHORD Simolural wood sheathing directly applied or 660 o0 purlins,
BOT CHORD 2x4 SP No.2 Bxoepl end verhoals.
WEBS MSP No.2 BOTCHORD Rlgltl oelfing diracay appllen or 10-0-0 00 bracing.
REACTIONS. (IWsloo) 6=2BBPo-S8,10=3611038
Mak Gnw 8=3J0(LC4).10=381(LC1)
FORCES Obi-Mex CanpAh%x.Ten.-Fllfor005250(Ib)orlessexceptynenslwer.
TOP CHORD 1-2=30]10,2-3-30810,64—3 M.4-5=30610
BOT CHORD 10-11-MM.410-WM6,8-9- ] .]-8=b30 .6]=10306
NOTES
1)Unbalanced hoot Ilve loans neva been consluered for Nle design.
2)Rmmmend 2x6 simngWe s,on edge.spacatl all OP0 oc and fastened to each Imes INN 310tl(0.131'X 3')nails.
Siwngbecks to be etlachetl to walls at their Outer ends Or restrained by other mear6.
QWIM/MO-YwM4wNeW'XwMwrW PFAp/PoFEB IXITtl9CXOP'CLaaenYrlN PEfEM XCEYJ 6E MR)1]Jnv.1Pe.Yt015 BEFORE I/SE
CeYP,adw la ufealy vMh MneA®cm¢clrn Rt GaYP16[xmtlpYY�R pnaneien Wrvm wJ MhM I:v ��
Elmrypan.aeMe�w.11w Wtl,y tl54yarmuslvully Re ggkKNly of dex9l ManalenaW WwIY 'uOOI a :.�
tJdkgdalal.9¢N91McoledkMPevenllrA]LRMMM91n6wanadla cMtlmamhai IYY Mldltltv,d feral • Iv`�i,x, MiTek
t Wgelep6e�bI W1YlyuM10 Pevenlcdlmle MMa Wvde FarwW tpLyad P0.'w tooth, . rn Wr9:d Jlkk+Ico unlmannv IIw
Mxk:awn Ywa3e.tl9NAy.9eclbn aM IyufgollnmeSUN Inmsyelenc v�EXL/MI ftdly Cllwb.OSBd9 Te BCL WIIW,BCmmpanml IL.1.W.
eaMy IMunwIIV,mSetLW fqe InIDLMe YUXMe.RIE N.Ire SOeet 911a 312 Ne�aMla V. 1., 1 ie,rye.FL 3610
Job TIae6 T—TYPOOly Ply Greenwootl
T8920103
TO
10331 TO FB FLOOR 2 1
Job Reference k Inch,all
BulEmmg G011p311BI11511pP1y, JOCUOmiIl4,F131256 B.OIOCAp20201a-S a CWWOa,I re gJu02111:u0 plgGU2p3e1
IO:fAPSN5HZ19�eeem3VUN4yZBee-5%xMAGvy9VON50rce1gRIOOlcclquPepIGGU2pz3/pc
32-12 52510
' 3212 3212 �
Sale.P.1'
0.13 12
1 0 22W 11 33511
e
Ll
"Is II w If
] 6
3N II
o-7 a 6sa
O h4 5104
LOADING (psi) SPACING- 200 CSL DEFL In (1.) V" Ib PLATES COUP
TOLL 400 Plete Orip DOL 1.00 TO 0.31 Varl(LL) -0.05 5 >999 360 MT20 240190
TCDL 100 Lumber .e DOL 1.00 BC 0.55 Vad(TL) -0.08 4-5 >651 240
BOLL 0.0 Rep Stl9Esha VES WE 0.02 Horz(TL) 0.00 4 Na Na
BCOL 5.0 CoOe FBG2014/TPI200] Metrix-NIS Wel 221b 17=20%
LMSER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Sllnctural wood apaeOYng directly appllM or(-O()oc purins,
BOTCHORD 2x4 SP No.2 except end vedloals.
WEBS 2x6 SP Not BOT CHORD Rigid ceitlrig directly NOW or 10-" bresirg.
REACTIONS. dIVsIm) 4=29&95-8,6 61/03-8
Melt G.4=300(104),6,361(-C 1)
FORCES. gb)-Mei ComplMex.Ten.-All forces 250(Ib)or lean except wren slwwn.
TOP CHORD 1-2-263m,2-3-26M
BOTGHORD &]#181,Se=0281,4-5=0201
NOTES-
1)Unlasanced floor live IOMs have been considered for this design.
2)Recgn.M 2x6 sNngbaU.,on edge,apaoeE at 1080 oc and fastened to each Muss MM 3-IM(0.131 X 3')nolle.
Slrorbxdcs to be anwhad to wells at Mair War ena or restrained by other means.
Q WIgNWp VMly Cnlpn pnsmtlnau2 aE4d.o.CN.tadAVCLUOEn NRER aEFEMNOE".E.111l ne 164V1016aEFONE U4E.
�T'aYd IuuwaYy t,enal cw ,—her,di OU.KGtvlonrurynPnunokmaown a .,or—MhNMIWMq cc4Vrenr ml
dradead, fro nal Ilw ocl WNUcu m.rslvaln llw RWcR4in el Oe9�M mnlasatlgMdlvwcmWWa Ritle63�FlOxn evad
W�9 deaPn waYyIOR^.ula]klo gewnl tucplpol hMMtl MnweDrnynclwOmemCasptly.NIdMVIIemCmYaMpwrmieni WMp
xtlwgbrepwed la LapllyaMlopevslcMq�e wllhntt3le GatdvJfV.xYaMpopMY WnO9e.fagaatlquNMalenn3gx�e saI Ytl.
MMICNM.ain0.�.delNery aecxca aul baL- qol MrtmaoMMSMlenc bsMX91/RIIOWWY GI1�Ia.aL{9 aq BCLNtlO�anVaaM T= .fL=10
ayxN Mamdoa wMRle PCm 1v FMle Yu5a4e.Ria N.leealreel.Glba1R.Nemph Vh RRa11. ^W
Job Truss Truss Type Oly my Greenwood
TBB20104
IM31TO FTO] FLOOR 4 f
Jab Reference e(koy )
Building Cartooning Buppty. JacksoMFl26B.OtO2016MITldustr
s, J024112807201e
IDJAPSN5H400kWYUN4yZee %MACvOVONOmalgPlppnic_IUROpKGU2p3p
34B 600 06B
310 AYB 2SB '
sea.:aa.=r
0 12 eas 4g6 II
bd II 2214 II
t 10
Li L-1
0 6
A3= 34 II bA ii
35=
0]4
341 40s69
a]s z-ee Y48 o-sa T1121
mme OKaeb f%YF f?DOOObtl la:u30 b1a1
WA01NG(pm) SPACING 210 CSI. DEFL. in got) Udell LM PLATES GRIP
TOLL 10.0 Plme Grip DOL 1 to TC 0.54 Va0(LL) 0.13 67 a680 MD W20 244/190
TODL 10.0 Lumber DOL 1 W BC 0.34 Van(rL) 0.20 6J >430 240
BCLL 0.0 Rep Slresslncr YES WB 0.04 Hor2(TL) 0.01 5 We we
BCDL 5.0 Cotlu FBC2011/nP1290] Nonfarm Weight 32 to FT=20%0
LUMBER- BRACING-
TOP
RACINGTOP CHORD 24 SP No.2'Except- TOPCHORD Structural rood shealhirg dirdd,. pliedorbO0 ac pudihs,
1-3:2x4 SP No.2 except and vehicals.
BOTCHORD 2x4 SP No2 BOTCHORO Rigid telling directly appllad or 1000 oc braoing, Except
WEBS 2x4 SP No.3'Excwr 2-2-0¢bracing:]a.
1-9.2,15 SP No.2,4-5:2x0 SP No.2
REACTIONS. glorem) 5=405Ay5-0,8 8]/0.38
Max Gres 5=407(LC 4),8=40](LC 1)
FORCES. db)-IAdc Comp Mlax.Tart-Allforcd250(lb)oulessexcepi Yfiensbown.
TOPCHORD 1-f1=-282Po,1-2=SB3N,2-3=585q,3-0=-544/0,4.k-253/0
BOT CHORD eB=90581,]-81581,6-]=0/581,Sa=0/551
NOTES-
1)Unbmu0ced floor give,loads Nave been conmdered for this resign.
2)Rerchand A 2x6 strongbacks,ch edge,spaced at 1660 Bc and lestahatl W such toes with 3-10d(0.131 K 3-)hugs.
Slmngbacxs to be afluchetl to walls at Thur outer ends or restrained by other means.
QWdIWNO YvllxtlWen pMNnrlw.eN REJO XOIE90N TM9dNO XICLUOEO MIIEx PFfEa1NLE PIOE.MFl47)nr.I4Wi20/6BEfORE U9E.
I1�.eld la uedYv wm FY44Wawn%Mt.nv:aaxP�NI A�NBv�um wae,alaa Mr�w..xaeloh�wNw.l wwnpaomwoal hot
v168JYaIRVeh_eva.medBaNdwvM.mw YgM/MylFLtl40Yo1d��wrxaBleW W'wM+MIY bm1Maua Obd.NFMl
LheJBOdIPL NaNM.bde.]kNP.waNU 11VdMAANf,nlSwMaNlM tlrrd menh[9a M1Y PMMdIemMT'atlperrn—
F�navxhl blah M e
LLUWaB�agJMb WiVagbpmaticdl4v3w11th wY1e Catbax' MEYOC mSMIY�N�a.fw BMw✓hd B�/yJra Ngadlx]Lha
IdticulbLMUWa.deMWry.aeclmatlhacmBdO�mPtmd Mn LMaaC BWJtl/MI OIbYCMwb.pYA9 V,4 K'm ellNxq(arnponnl 6eW PMUEW BMO.
EdMY IMcmwM�wU(da eanlnn Rale tvEMe.Ylfl N.lr 511ea1,916]12 NeNYN.VAYYl11. Taryr.R 9210
Job Trus Truss Type Cry Ply Greenwood
T0W0105
10331TO An Jack-Oyen 4 1
Job Reference o Wrldn
BUMing Consomme Supply, Jacksonville,FI 32268 8.0105 Apr202D16MiTeklndustiieelrb. Fri Jun24114,OAC010 Prefer
IDSAPSN6hIZ49ticBA923YUN4yZ8ee-Z4WkOYoN wE4YPa80Lgg013L?Wddt4yZN?taFYJ4pb
283
80.3
Scala=L
35 12 2
1
i
4
3® 3
3M=
20,3
2e3
Plate Olfirm OCY)- f1'g0-00.1-7<I1'0-1-140&151
LOADING(pt) SPACING 288 aDEFL In Qac) gde8 T/E PLATES GRIP
TOLL 20.0 Plate CHIP DOL 1.25 TC 0.12 VM(LL) 0.01 36 x999 240 MT20 2WI90
TOOL 10.0 Lumber DOL 1.25 SC 0.13 Ved(TL) 8.01 6 a999 180
BCLL 0.0 ' Rep Stress lma YES WI 0.00 HorzQL) 8.W1 We We
BCDL 10.0 Code FBC2014fTPI2D07 MaMx-MS Weight:1016 FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP Nd2 TOP CHORD Structural Yuod sheathing directly applled or 2-9-3ocpudire-
ROT CHORD 2x4 SP No.2 BOTCHORD RVd caging dlredly applied or 1O0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (IWslze) 2=e6RAeMerYcud,3�12?.MdleMcud,1=108x0.]-0
Mex Harz 1=23(LC 12)
Max Upllfl 2=26(LO 12),3=-19(LC 12),1=-33(LC 12I
Max Grav 2x (LC 1),3=48(LC 3),i=WB(LC 1)
FORCES. (Ib)-Max.CompM.Tan.-A111oms52W(IE)orlessexsspi WTenanovm.
NOTE&
1)WIM:ASCE]40;Vult=lMmph(3aeo d gut)Vend=101mph;TCD"6.Opsf;BCDL OpM,8358;B=458;1=24fp aeva=4M1;Cat.
11;EV B;End.,GCp".18;MFRS(directional)and CC ComeR3)zone;porch leo and fight exponed;C-C for members and forces
8 MFRS for reactions shown;Lumber DOL,-1.60 plate grip DOL-1.60
2)This Thune hes bean designed for a 10.0 per bo0om chord live load nonconcurreM with any other live loads.
3)-This three has been designed for a Ilve load of 20.Opst on the bodom chord In all areas some a rectangle 300 tall by 2-00 Was
oil a1 beMxen the Whom chard and any otter members.
4)Ruder to girdegs)for truss to truss connediona.
5)Provide mechanical connedlon(by others)of tmw to ba inng plate capable of Withstanding 2616 uplift at joint 2,191b uplift at joint 3
and 3316 uplift et,dnt 1.
WISHING.Y N Lnpnpmvrm mC RE1a NOTES ON MI3 AND INCLUDE?vola REFERxNCE PIOE W7,DA @V.Y1a169 AE UEE.
Iran Mk]hw�swYY WM•Mlah®comrecMCJhh O vnn a.owY oni, rot
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LrshvJ MiTeK
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pylCplbRiMo3e.dpMry.Mecacnm]dachgolinx�cmlbv Mlem4�MXY/INIOYIN UIerI4 W9a>aM M81WNM9Conpwxrrl *Boa Pae a�10rvd.
Iyaly hYmmdon avdade M1ga I�FlUM hmXP0e.21n N.tce shce1.311¢312 NeaarML1 VP22314. ^P+
Job Trlaa Tluw Type Oy PIy GrwlMootl
Ta�0186
f0.A31T0 J02 JeEI[-0pen 8 1
Job Relerence leo-well
Sinding Component Supply, JacWomaml,FI32260 0.010c Apr 202010 MlTeklndusthw,Irc. Fd Jun 241120.002018 Pagel
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2-0-0
2'69
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5.00
2
S.W 12
1
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3
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14=
266
206
Plat Ofteeb(xn- 110-0-00.161 1 '0.1 1101131
COMING((pi) BPMING CBI. DEPT In gm) VUM W PlAlEB GRIP
TOLL 20.0 PWte Grip DOL 1.25 TC 0.09 VaIRLL) -0.00 0 >999 240 MT20 2WO
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Ved(TL) -0.00 0 >999 160
BCLL 0.0 ' Rep Stress lrcr VFS WB 0.00 Hou(TL) 0.00 1 We Na
BOOL 10.0 Code FBG2014/TPI200] Matriz-MS Weight Ito FT=20%
LUMBER, BRMINIL
TOP CHORD 2WSPNo.2 TOPCHORD SWdural Wood,sheathing dlwtty epplie0 or 2-00 w pulNre.
BOT CHORD 2WSPNo.2 BOTCHORD Rigid calling directly spend!or 10 0-0 oc bracing.
WEDGE
Laft:2"SP Not
REACTIONS. g0hues) D49rMecM1enlce1,3=31rTAeGanlcel,i.SON5-S
Mex Hort 1=24(LC 12)
V.Uplift 2-21 ft-C 121,3=-16(LC 12),1=-20(LC 12)
Man Dow 2-49(LC 11,3=35(LC 3),1�(LC 1)
FORCES gb)-McM.CoopMax.Ten.-Allfomas250gb)orleesezcapiwhenshown.
NOTES
1)Wind ASCE 7-10;VUIt-1 Wnnph(3.o1M gust)Vm d=l0imph;TCDI-4.0pal;BOOL-3Opsl;h=25ft;B-Sft;L2Nt;.=411;Cat.
II;EVE:Encl.,GCPI�.16;MWFRS(Olnecllmal)and,CC Efde0on(2)sone;Wort left and fight mp0Sed;C-C for members and,
foross&MW FRS for rwdlon;andan;Lumber DOLL W plate gftP 001=1.00
2)The truss has been tlwigned for a 10.0 gel bottom shod 11w Iwtl nonconcunenl W111 any other live loads.
3)=This house has been designed,for a Ilve load of 20.Opsf on the bottom Chord in all areas wfiere a rectangle 36-0tell by 2-0-0 Wd,e
Wit fit between the boftom Mod a!M any other members.
4)Refer to girderls)for truss W Wes connedlons.
5)Provide maMenloai connedion(by Uthels)d loss,to beefing plate capable of withstanding 21 to upllll at told 2.16 lb uplift at join 3
and 20 lb uplift at Joint 1.
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s JuwrremNeu krawrMaMloveveNcol[OrawmwWDlaminlvlryEVmepocedY4;Enope.faaerralU aJearcerwtlere Ee wee selYEhBNtl.
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Building CorryoreNSutyJBckcomnlle,832259 BOID2016Nu - Innumerous,Inc._Fri Jun 24 11:20:00 2016 P
IDIASN5H4MOt3YUWyZelV4bnMhisvNrlFUPUEMKKeo111,6i
1-11-6
1.11-0
3.0 V2 2 over,=f BC
I
1
df
9
SA II
aN=
t-ltd
PhateCtorel II'B4D P1-SL I1'0.1-110.7-161
LOMM trop SPACING, 2-0-0 a,
DEFL In (lac) Vdep Led PLATES GRIP
TOLL 20.0 Plate Gulp DOL 1.25 TO 0.03 Ved(LL) -0.00 8 >919 260 off 200/180
TCDL 10.0 Limber DOL 1.25 BC 0.01 VadQL) -0.00 6 .: 180
BOLL 0.0Rep Strsas lncr VES WB 0.00 Hors(R) 0.00 1 Ne Na
BODL 10.0 GOle FBC2014RP@007 Meelx-MS Welgi a It, FT=20%
LUMBER BRACING
TOPCHORD 2x6SPNo.2 TOPCHORD Slrumlx shee1h,d,edlyappliW.rl-11doc PWi..
BOTCHORD 2x6 SP NOR BOT CHORD Rigid ceiling directly applied or l0-0-0M boli
WEDGE
Left:20 SP No.3
REACTIONS. (fool 2=4~lfienlcel3,VMechanlcel,1=78D-5-8
Mex HYR 1=16(WB)
Mex Uplift 2=-11(LC 8),3=-2(LC 0),1=6(LC 8)
FORCES. (Ib)-Max.Comp. m Tan.-All lorces 250(IE)or laps exceV Men 4 ,
NOTES-
t)W IM:ASCE]90;Vu1t lWmph(3-eecand gust)Veld=101mph;TCDLd.Opsf;BCOL=50paf;h=25ft;BA ft;L-2 :save>ft;Cel
If,EV B;End.,GCpI=u18;MFRS(d0edlone0 and C-C Coun i Eeni for members and fomes 8 MW FRS for reactions
shchall Wmfer DOL=1 60 plate gnp DOL-1.60
2)This than hes been designed for a 10.0 Art bottom chord live load mnconcurbent meth any other I'IVe loads.
3)-This lnum has been designed lora live load of 20.0(ei on the bodorn chord In all areas wears a rectangle 36O%If by 2-0-0 Woe
will Bt foreseen the Wit=chord and any other members.
a)Refer to giblets)for muss to buss connedlons.
5)Provide brecMnlcal connection(by others)of truss to bearing plate ceptors of Wt10 Ming 11 It,uplift al joint 2,2 to uplift at joint 3
and 4 to uplift at joint 1.
,Ilk"Aft"
VMIy YMenpvnnwnv=nYtGONOrES PY iMb RNO MILWMOWrEx PEEERINCE PI4E MilOanv.ln'0.YROIb BEPoRE U9E.
Getlgl WYJ lwweuYY`wlln xak+MN�wva:Me Ra Hw!{na GialoNYym Wanetenflwun axils lw m MMSrf WYNVJ cwn(nma.rot
allwryiliY.Belvue lw.MblM1p d'i$Va nearvMNll'e gyklMry Yldelp�WmlerelbagpcFnVIYE2wpxale Mtle4TIn1o11w oeaM
wo-aaeyl.Ir«1vlmYradBwpeRwnw:wlpanewda 111nwM rnB/arcmramemnaf wry.AadIMxE nampwor wa p.lraYrenlawxa
e rlMlw rdlAeJb M[AIYRAbwevelll G01(Iae wBhF�NaIwwMNIEYud PrMrellY WnLW Ia9e1V.Rtl INIVbIcelNwdl9M ePo1 PeIt EW aha.
IKMNyn Wyke.pgvgy.MCMnaMIMOCIpolnmuwVJlnn MlelrmreMN11/INI GIdIY MIxb.DMJ1 aM BCA WWIV YeIr'Vuwra Te1rys.FL aY10
falyr V1er11Mmuvaw' Ie iron inn M6Fi1Me.R1BN.tae Fcel,5Jb311.Ne Sb Vr1RD11.
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LOADING 0.0 6PACIN(> 2-00 061. DEFL In (Ix) VOeil IM PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ved(LL) 0.02 3A >099 240 W20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Ved(TL) -0.03 3A >999 180
BOLL 0.0Rep Stress lncr YES WB 0.00 Hoc(TL) 0.01 1 We Na
BGDL 100 Code FBC2O14d1`P2007 wur.mS Weight:14 lb FT.2030
WMBElb BRACINII
TOPCHORD 2K40PNo8 TOP CHORD Strudumlw sheathing directly applied or4-1),0 Go praline.
BOTCHORD 2x4 SP NO.2 BOTCHORD Rigid ddl?ng drectlyapplied Or 10A0 OD bmdlg.
WEDGE
Left 2x4 SP NOS
REACTIONS. Qbairs) 2=113yMechanicel,3=55eAedtenlcal,l=158IJ3-0
Nas Hort 1=4](LC 12)
Nax Uplift 2=W(W 12),1=4(LC 12)
Max Grev 2=402(LC 1),3=T2(LC 3�,1=15BILG 1)
FORCES. (lb)-M .CompJM .Ten.-All lorces 2W(lb)or less eKcep Mm shovm.
NOTES
1)Wind ASCE)-10;VUI1=1WMph(3-second gust)Vasd=101mph;TCDLd.Opsf;BCDLS.Opst h=25X;Bbl R;L=24f:eave�tb Cat.
II;Elm B;End.,GCpi=0.1&MFRS(directional)and C-C Erdedor(Y)OAO to 3-0-0,Intedor(1)30-0 to 3114 EGne;C-O for
members and fomes 6 MFRS for reactlood shown;Lumber 001=1.80 plate B11p DOL=1.80
2)Trus truss has been designed for a 10.0 psi Wflom chord IIVa load noncacurrerdsmin any oVler INe loads.
3)'Trus truss has been cedgned fora Ilve load o1200,*f on the b011om drool In all amen wfiere a rectangle 38 owl by 2-0-0 vdde
Will fit nerseen the bottom clod act allyother membed.
4)Refer to glyden(s)for truss t0 Ouse connections.
5)Protide meMs r cal conGedlon(by others)of Was to bearing plate capable of x1lhsfaMing 36 lb uplift at joint 2 act 4 l uplift at
jdn11.
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a eRm+lRnAea wl.mol«awwe�nlealalw�.aml>°Mk+en«.*+AIMrv«nl.ep«Mmnwe. r«enll«a wlo«ke leeaswllw sew 1.'l,.Geu.
WVEO1km.YagM.Wtuary.attOcn T"Ibxllg nllnmawJ lnsMlamaeMllpTll Cudh MIMb.W4W mY BCBIWMnpCampanMl
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L0ApN0(paR BPACING 2-0O CBI. DEFL In (lac) lkeB Ud PLATES GRIP
TCU_ 20.0 Plate Gdp DOL 1.25 TC 0.50 Ved(LL) 00] 343 >999 240 W20 2441190
TOOL 100 Wmber DOL 1.25 BC 0.41 Ved(TL) 0.17 3.6 >409 180
BOLL 0.0 ' Rep Striae Ills YES WB 0.00 HOrdn) 0.03 1 We Ne
BOOL 10.0 Code FBC2014hTPI!00] MMrlx-MS Weigh0201b FT-20%
LUMBER- BRACING
TOP CHORD 2x4SPNO.2 TOPCHORD Shimearal vai sheathing directly applied or 600 a pu01ri.
BOTCHORD 2x4SPNo.2 BOTCHORD Rigid dating directly applied Or 1000 a bidding.
WEDGE
Lill:2X4 SP NO 3
REACTIONS. (IWsize) 2=15]IMechanlcal,3�iMbchanlcN,1=23810-58
Max Horz 1d1(LC 12)
Max Uplift 2=-55(LC 12),1-8(LC 12)
Max Grater 2=15](LC 1),3=110(LC 3),1=238(LC 1)
FORCES. (1b) Miss.CompJAr Tan.-All forces 250(1b)orless exceptvAlen shown.
NOTES
1)WIIM ASCE]-10;Vu101Wmph(3-wand govt)Vm =10lmPh;TOOL- OW;BCDL=S.Opeh il=25s;B=45R;1-24X;eaves4d;Cet.
11;Exp B:End., 3Cp1=0.18;MFRS(directional)and 0 Extedor(2)60-0 to 3M,Intehor(1)3 0 0 to S11 4]ae;C-C for
mem0ers and forces 8 MFRS for reac0ons shown;Wmber DO(--1.6O plate grip OOL-1.60
2)TNs doss has bean designed la 010 0 Pat botorn lord live load nuncolwuRBM Win ally omer live loads.
3)-This thin has been designed for a live load of 20.Ops1 on the bosom chord In all areas where a rectangle 3-&0 tall by 2-0-0 aide
Wh m between the bottom cord and.,.Me,members.
4)Reier to girder(e)for imas to truss cmnlrc0ons.
5)Provide medlenical connection(by others)0 truce to bearing plate capabe of Withstanding 55 to uplift at Joint 2 and BID uplift at
joint 1.
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ernTM1lern.Belaeure.pgdYBVde vnxWlwdN lla gGlcdiy.doetw% cn NOunuumper, hviffe R aeoll'WWer. a,
pWpdmNn aRiglticoleUbbpewmla tllgolhMNx�l ln�aywebad/rccicMmm4enalY.P6]Mx1 Mn%rayaq Mmnmiba.9 ax'
a.iM*rMIrdMM1YNm]lolxevenicWo .Mlhl�WvelaexaMaY0Nia,d WIWx. r«P dp1]rtwv ray.qew eaW ruY EtllaM4.
anicam.Wnoaa.deeverv.erecllmaelwcManumaa msmle'n.reaAxumlleu.icrewpaeavai ecu evelrp0anPUW. ]ume.FL as+4
MMy IrWnrWr mLMlxe Oen ln®PaleleeMa 41e N.lee SaeBl aJle]1R.Neeu[M.VRT3J14.
Job T. Trus Type OZY Ply Contrail Ta&'otlp
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Job ReNrenro lodionsll
Bolding ComparWnl3upply, Jazksornille.Fl32288 e.0103 AinUN4yZ stt GeUoEMuQAyJ.InBGRN ffOpS 24 1 6naFOo10 Pe2pZ
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Plate OHeets IXYH 5L[110-1-10.08-101
LDAWNG(par) SPACING 2-DO C61. DEFL In 0.) goal W PUTE6 GRIP
TCLL 20.0 PbW GOD DOL 1.25 TC 0.]5 Vml(LL) -0.13 38 afi65 240 MT20 2441180
TCDL 10.0 Lunber DOL 1.25 B( 002 Vei -0.37 " >233 100
BCLL 0.0Rep Stress lncr VFS WB 0.00 Harz(TL) 0.05 1 W hia
BCDL 10.0 Goal FBC201NTPI200T Meth-M6 Weight,24 lb FT=20%
LONBER- BRACING
TOPCHORD 2x4SPNo.2 TOPCHORD Saudi agod sheathing dually applied of O0-00 m puffins,
BOTCHORO 2W SP W.2 BOTCHORD Rigid oalNg directly appNed or 10 PO M Crating.
WEDGE
Le1:2W SP No.3
REACTIONS. gt'slza) 2=190.M1acM1aniral,3=98•Med'onical,1=28&0-58
Max H.nr 1=88(LC 12)
Max Upti12=E1(LC 12),1=18(LC 12)
Max Gm 2=180(LC 1),3=132(LC 3).1=2B0(LC 1)
FORCES. (Ib)-Want.Cdit,M .Tan.-All lmca3250 lb)or lees eselx Man shoi
NOTES
1)WIM:ASCE]-10;VUIL-130mph(3 second 91st)Vasil=101mph;TCDL-5.Op f;BCDL-5.Opd;h=25X;8=451;L=24X;save 4U;Gat.
II;Erm B;End.,GOplb.10;MFRS(Elreotlonal)end C-C EA.da1(2)0.00 W 3 00,InrenorD)9-0-0to]-23 zona;C-C for members
and forces&MW FRS for reactions sh0 m;Lunber DOL=1.00 plate pi DO1f1AD
2)Tillstmasfleabeandesignedfora10.0palbottom CMNIlyaloade onounent WhanydherIIVeloads.
3)-Thls lues has been designed fora Iiva load of 20.0Psi on the bOi chord In all areas a0rpe a rectangle 3801011 by2-0.0 Mde
yAl It helwaen Ne Whom Chord and any of member.
4)Refer tO glNef(s)for truss to hum eonnedicul
5)Prods meoronlcal Conneclon(by oft m)of truss to bearing Plate capade of althdOndig 61 Ib uplift at joint 2 and 18 lb uplift at
joint.
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wmDd3ap. aamw
6gtlyWnauYlabrryeprl1geW01eq,tlaMtltlNkaalNyw,gamaeecdllokapnwepvrea�LrelMrnwq.':neawwllhotpkr�d3uanlm..re2eoegYdgfaq� a aaa«w. amnggv acerma.nter..:ro Mie
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LOAgNG(psi) Slide
2-QO C6L DER. In goc) Utlea tMTWelglfift
-T GRIP
TOLL 20.0 Plate Gnp DOL 1.25 TC 0.0B Vee(LL) -0.00 4 >999 24020 24N19O
TCDL IDA Wmbar DOL 1.25 BC OAS Viml -0.00 4 >990 180
BCLL 0.0 ' Rep Suess Std YES WB 0.00 Hpm(TL) -OAC 2 We iYa
BCDL 10.0 Cocke FBC2O1471120Oi Matfirl 10lb FT=2
LUMBER- - BRACING
TOPCHORD WSPNo.2 TOPCHORD SWdural Bode shealMng Wholly applied 0r 2-93 oc polars.
BOT CHORD 20SPNo.2 BOTCHORD Rigid Will dnedly applied or 1O 0-0 oc bmcing.
WEDGE
left 2k4 SP NOS
REACTIONS. gbleezel 2=3BM1Whanical,3�Mlecl'leNol,l:l iSbi-15
Mex Hoa 1=23(LG 12)
Max UpiN 2=-17(LC 12),3=i(LC 13).1=63(LC 12)
Max Sher 2=3e(LC 1).3-21(LC 3),1=175(1C 1)
FORCES. (tb)-Mix.CompMae.Ten.-All torcaa 25O(Ib)or lass except when shovm.
NOTES
1)Wind ASCE 7-10;Vult=13Dmph(3-se di gust)Vesse=1Ol mph;TCDLS.Ops1;BCDL=S.Opsl;h=25ft;B=Wft;O-24ft;aeva--4tl;Cal.
11;Ex,B;End.,GCp1-0.18;MFRS(diredionag and C-C Corl zone;sanalever left expense;porch left and right expor egOC
for members and forces A MFRS(Or reactions shovm;Wmbar 001=1.60 plate grip DOL-I J6O
2)This three has been dedgneck for a 10.0 pit bell Chord five load noncdndunent Y4th any Other live loads,
3)-This muse has been designee fora Ilve load of 2O0psf on the boltom chord In all areas Mine a mdangle 3-6-0 tall by 2-0-0 Bide
will at beMpen are boftom dwrd and any other members.
4)Refer to guests)for muss to then Connections.
5)Provide mechanical connedlon(by others)of Owns to bearing plate capable of Wihstalding 17 He uplift at joint 2,7 m uplift at joint 3
and 531b uplift at joint 1.
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ID:IPPSN6HZI90c6aBID9YUN4yZ6m_ICroeyTGklpvOeNp0uNSGNb]DeigEgPFLEIBm39pY
2-0
2-00
S.-19.0
6.L0 F12
JNgI1
I
26 II
a]-0 zoo
a]a F 1-69
Plat OX N(xy)-- I1'DO-00- -el Ii-61-1104131
LOADING(pal) SPACING 240 CSI. DEFL In poc) an" Ib PUTES GRIP
TC11 20.0 Plate Gtlp DOL1.25 TC 102 VM(LL) GOD 0 >999 210 WIND 210119D
TCDL 10.0 Canter DOL 1.25 BC 0.02 Volga) -0.00 0 >999 180
BCLL 0.0Rap Street lna YES WB 0.00 HOrE(TL) -0-00 2 Na We
BCDL 10.0 Cotler FB=laPrP12007 Nigh M$ Weighs:7 to FT=20%
LUMBER- _ BRACING
TOP CHORD 2kCSPNO.2 TOPCHORD Starsima,wnotl shustrilp tllrectly applied a 2-0-0Oc puMIN.
BOTCHORD 2x0SP Not BOTCHORD Rigid caliing cluedyapplied or 10-0OOcbradng.
WEDGE
Left:20 SP N0.3
REACTIONS. (fMim) 2_33IAlecherical,3=10rMedtanlcal,1=11363-e
Max Harz 1=20(LC12)
Max Uplift 2=9](LC 12),3=41(-C 12),1=-29(LC 12)
Mex Gmv 2=W(LC 1),3=23(LC 3),1=113(LC 1)
FORCES. (Ib) Mex.Canp.IMax.Tm. A1lforces250Qb)orley,exceptvahWshown,
NOTES
1)Wind ASCE 7-10;VM1=13pnpt(35econtl guap Vmd=1011oph;TCDL=5.0psf;BCDL-S.Opsl;R25ft1 BdSft;L=2Qt;eave=Ift,Cat.
II;Em B;EIml.,GCpl�,18;MW FRS(dlrectlonal)soft C-C Etebor(2)mm:mntilevar left expomtl;porch left aM Oght
expoeat C for members and fomes 8 MW FRS for reactions shown;Lumber DOL--1.60 plate grip DO1--1.60
2)TMs truss has been designed for a 10 0 pat boflom chord has load noncmwurrem vxlh any other live loads.
3)-TMs Iarm has been designed far a N.load of 20.0p if on Me good.dlord In ell a.wbere a redaags"-0 fell by 2-04tM0e
all lit between tire boom chord and any other members,
4)Refer to girdeRs)for large to truss oDnnWidls.
5)Provice mechanical connection(by others)of trues to heatlng plate curable of Withstanding 17 to uplift at joint 2,11 to uplift at joint 3
and 29 to uplift al IoM 1.
V ryq ry perew a 0 E S '
f .N.9u. .�
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+1 ee111M1 mil ;".MX Ih -Ipars gc AM1.;m
klyCOlbtilo�om.WNery,nxXM Ibd lrp all ne]Om Mlami vv/MWIPIVAM14 MgaeB-09 aM aCl iulMnPCommmn FeFb MIDW.
yxNy MomwXm mzadMeean feta Rnle YUXMe.'(IaN.Im SLxbl.3Jie]I'I.Hna�uah VhZ2J1 � 1.r,pa,fL aM10
JOE Tres Tress Type at, RY Green Wood Thinned
1033170 J11 Je k-Opal 1 1
ERI ( ell
building Component bobby, Jacksoden.,Fl32258 3.010pApr 202a18UdnF lnd5-1 Og Inc. sPo 241 ytJ?8Pe9e
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2-03
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2
I�
u4 II
1
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3
4
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2-e3
29,3
LORDING(!"� SPACINQ 200 C6I. UEFL. In (Ix) Pam Ib PLATE8 DRIP
TCLL 20.0 Pole ad, IOL I: TO 0.18 VedlLy -0.OD 3J >BBB 2l0 Mi20 244/180
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vet(TL) -0.01 34 x888 180
BCLL 0.0 ' Rep Stress Inv YES WE 0.00 HOr,(TL) -0.02 2 Ne Ne
BCDL 100 Code FBC2014/TP1200T McMX-MS Weight 1016 FT=20%
LUMBER- BRACING'
TOPCHORD 20 SP Na.2 TOPCHORD Stratural wood sheathing directly 1111 dor 2-93 do purlins,
BOT CHORD 2x4 SP No.2 exoepf mM yedlcais.
WEBS 2x4 SP No.3 BOTCHORD Rigid ceNing dually applied or 1 oO 0 x bracing.
REACTIONS. (INsize) 4-102 7-0,2-T9ILlechenlcel,MVIAlschanlcil
Max Horz 4S (LC 12)
Mex Uplift 4=-1(LC 9),2=-33(L012)
Max G.b102(LC 1),2=]3(LC 1).3=49(1-0 3)
FORCES. (Ib)-Max Cvnp./Vax.Ten. Alltortes250(Ib)orleesmeptwrenshoem.
NOTES
1)Wind.ASCE]90;Vu11=130mph(3secondgust)Vasd=101mph;TCDL=S.OPN;BCDLs.0 df;h=25X;BAsft;L24d,save--0R Cel.
Il;Eq/B;End.,GCpiw.18;MFRS(directions)and CO Comer(3)2 ;end vadical left exposei C for members and torte.&
MFRS for ree done shmsn;Wmbal DOL=1.80 plate gdp DOL=180
2)This imss has been designed for a 10.0 pst boifom ltohl IW lord none urrent With any other Ilve loads.
3)-This tmse has been designed for alive load of 20.Opsf on the doftaln chord in all areas where a rectangle 36-0 pill by 2 0 0 wide
Wit fit between me boitan chord add any other members.
4)Refer to glydeds)lot truss to trope conations.
5)ProNtle mechanical wrinecden(by othem)of buss to hewing plate cepeble of swthstanding 1 in uplift at joint 4 and 33 it uplift at
Joint 2.
VWARNWC VeIh MlpnpaarmMr mCREIUNOTE40NTNIe ANO X1[LUOEO INIER REEERI NCE PAeEF@)Oinel SaraeEEOREUSE
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pwyg�.eKWgxMcalBdlslo.event dcgtq WYVM]ul mmweDOtl/"clw�tlmemte aNYPd]wNVEwmWWtld�mvunl tra'ip
iW/NYrreQladMrlcEEMaW bPavaXCW9Aa Wlnpad�le�blWV aW POL IYd�✓�e. la W�W�d Ptlmc6�opzdl6 pw Wo4Pub E�IBM
MytulY.xr na�e.MAIMy.xecbnaM aoclg olmim Td mmvvWomc WaAXs1/IPlthdhCMWM.pep3eVM aCu sWlipCmparenl TWIp.iL 3aeto
edMY Inl"mab�wW4'Y 4un I�Nob xWMe.RIB N.lee pneel.SIM pIR.NeIaYMY VAZ3J1 .
Jop TNss T1Ica TYPa OM Ply Grapnel
T8020191'
10391T0 J12 Jack-Open 2 1
nto Ralfial kol
will Component Supply, J¢1ee1e1Ie,FI32256 B.D10e Apl 202016 MITek IMowNeaJrc. Fn Jun2N 1:28:122018 Pages
ID:GPSN511Z4p?beFb3YUN4yZeaaSUmFD 5lQgYAjZNsPc9TwIrdWh4YU1zF10zNpx
2-0-0
1 28p
5,00 FIT SWe•1:151
2
2N II
4 3
914 II
280
280
LOADIMc;W SPACING 2-00 C81. DEFL In pec) Vtledl IM PLATES GIMP
TCLL 20.0 Pkte Gpp DOL 1.25 TC 0.16 VeR(LL) -0.00 4 0889 240 MT20 24//180
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Ved(TL) -0.00 34 >888 180
BCLL 0.0 ' Rep Stress nor YES WB 0.00 Harz(TL) -0D1 2 Na Na
BCDL 10.0 Code FBCW,1 P12007 Mwix-MS Well SIb FT=20%
LUMBER- BRAQNQ
TOP CHORD 2x4 SP III TOPCHORD Shudural sal sheathing otrectlyapplietl or2-0-0oc bodies,
BOTCHORD 2x4 SP fall except ervJ verticals.
WEBS 2x4 SP Nd.3 BOT CHORD Rigid calling directly applied or 1000 oc bral lg.
REACTIONS. (Ib'site) 4=7"-S6,2.5VIeecharryl 3=21A4echarand
Merz Hurt 4--1 12)
Max Uplift 2=-32(LC 12),3=7(-C 12)
Max Grev sill 1),2=&3(LC 1),311138(LC 3)
FORCES. (ID) Max GompJMax.Ten.-All forces 250 go)or Ions except wren shown.
NOTEB
1)Wind ASCE 7-10:Vdt=l Month(3 around gown Val 01 mph;TCDLd.Opsf;BCDL=S.opsf;82511;B715a;L=241:eeve-)h;Cat.
11;Exp B;End.,GCPI-0.16;MW FRS(dimdlomill)and C Etlerlor(2)zone;I vertical left exposeQO-O to,members and tortes&
MFRS for reactions shown:Lumbar DOL=1.60 plate gdp DOL-1 SO
2)This Wase has been resigned for a 10.0 ped bottom Chord live load nCuponcunBN wlth any other live loads.
3)-This toss has been designed for a If load of 20CFei on me bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Mtle
Wil fit beiwaen the bodom dnrd add any,other members.
4)Refer to girder(s)for toss to was connections.
5)PNMdes mechanical oonnection(by ofilels)of truss to bearing plate capable of withstanding 3216 upllit at Folin 2 end 710 uplift at
fgnf 3_
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inII rypmn&,Ins ae.11'a ULMLgtleWrY. mut vo0lYan VFFkctYMolde>km gannelewrN quWlY FuwlKraleH1a11wnvndl MiTek'
MIMIp Uar4rn. Boylg Y[LMe03 bgevenl WCYwp o15KKh11d 11Im Wsbm]/acln�a membsn My.M]kxxx MnM P...,uYe�1d�IrreE¢nl Ix=riiTl
aoh/Walep48tl bryYtNYaxf lor000ibcdlgasl onnvouiad—F1'�q�rlYdnr le rwpXMdpE]rtln rq:<0gme e90<Fella EeNBMO.
y IcuM,pnpda,dagy,gslke m]MMryolNvesuM MYMIenW xa/,XL/IPII iIINCMwIo.pNJeaMaLY IYkSIPeurWrwre Tme. FL.10
LeNylose HGn u'M1tK sown...sel HWMe.Rmi'veee11enl.312Natant.VR2YJIE.
Job T. Tress Type GB' Ply .Greenwootl
BB2 1B5'
10331T0 J13 Jack-Open 1 1 SII
Job ReferenIe(ootlore0
6upElnp Component Supply. J4pkeonville,FI M56 3.010¢Apr20 4y MiTeklMusbias,IM, Fti rXhT 11:28.13youTzUpPage 1
ID:iRPSN5HZ40EceeBIb3YUN1yZ9ea-'M�KCRGJILY%AJImx2wr%M1TwNDeIOJI)fioGTz3aPW
3511
3511
$cele=1:19.7
2
anp 12
1
elf
3n, II
3N_
3511
3511
PlasOffirads MYr- f1'Otr0615LIstr111 tr]-111
LOAgNG fo.,
SPACING CSI. DEFL In Ila) Vdall W PLATES GRIP
TCLL Plaza-ftp DOL 1.25TCO.t3 VeA(ILLn) -0.01 34 aBBB 240 MT20 24Y1B0
TCDL Lumber DOL 1.25 BG O.t4 VeQ1L) -0.02 3-6 X998 180
BOLL Rep Stress klcr YES We 0.00 Ho74TL) 0.00 1 Na NeBCDL Code FBC2010/TP1200] Mazdx-MS Weight:121b FT=20%
LUMBER- BRACING
TOPCHORD 2e4SPNo.2 TOPCHORD SYnwturel mood stNa0yng dlrandy applied or 3-5-11 oc pudim.
BOTCHORD 2x4SPNo.2 BOTCHORD Rqd said,directly aMM or 10 60 oc bracing.
WEDGE
Left:2x4 SP 40.3
REACTIONS. gWsize) 2--85M1ecM1anlceL 3=51M1ecM1enice1,1=13065-8
Max Hou 13B(LC 12)
Mex Uplift 2=25(LC 12),1=-B(LC 12)
Max Grev 2=35(LC 1),3S1(LC 3),1=136(LC 1)
FORCES (Ib)-Mex Canp.IMax.Ten.-Allton s25 (lb)orleseaxceptaMenehox0.
NOTES
1)Wind:ASCE 7-10;VUt=l30mph(3secold gust)Vied=101mph;TCDL-3.Opel;BCDL=S.Opsl;i 2511;B>Sft;-3411;eeve=4fl;Cat.
11;Exp B;Encl.,GCpi3.13;MW FRS(directlonaz)and C-C Comaz(3)zone;C-C for members and forces A MW FRS for reactions
shown;Wmber DOL-im plate gdp DOL1.60
2)This suss has been resigned for a 10.0 pal bottom chord live load nonooncunent a th any Other Ilve IDetls.
3)-This hues has been designed for a has load Of 20.Opsf an the notion,chord In all areas Mere a recta 3-6 01011 by 2-0-0aid,
x111 III haMsen the boftom rhod and any Other members.
4)Refer to girtlar(s)for ruse to Wss connedlans.
5)Provide mechanical connection(by Others)d suss to beating plate capable of Withstanding 2510 uplifl at joint 2 Me 91b uplift at
joint 1.
QryAN/e/p-Yxay MegnpwwMwSwdaE4p NOTEe d111P4]NOW[LUOEa MI1E2e[IENRN¢EPoeEMh]4]J m.lO0.VN1¢eEfOPE USE ��
LUlpn KYJ Ia ve pYV'M1n MIA�cwnecMc IMdeeg�xoreea mlY WSJ Wavvlers Lwwn.a'dblum YNMYVN IJ,xnB campnxxe,mi
bw ryOSIn.aebe gym.IM Ibq,dSNM nxai valN IIw mPYc W Ih aI M1 Wm p�mwlen and gopwN ncarvaM Bw eM W pn dlo ll'e o�dl
MAtrcmgi a«noes:aleoaropreYemwancakanauulneweomeMe.aamemcna,+r.�dde�wlrealw�eem�min�ea MiTek'
sdY/%�e?ealMNtlmaxfmaeuenlcdl4Y�wpM1 Wale FmrNVJI MxYadgWMlY6.n��a. wl OemdP4dTt �AP�9n» T 1
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11. BMtl.
mnernm nomBe.awhwv.ge=nmadlxi.Yae olnawe.md mamlerm.eaxnufml4luareTem.pN+a wdeeN NAliP�wePelwJ r ,re..r�axp
»m b+a.eenbe o.�eemeem�1ma Mre namnv.ztn N.lee sneel.s4lealz.NeeaYM VAzzale.
Joe Truss Truss Type City Fly Greenwood
Treoung61i,
tmITO J14 Jadk Open 1
rf
Job Refs.O.tannualft
BuilEsq Component Supply, JeMamvllla,F132256 8.010s Apr 202016 MITek Industries,Inc. Fri Jun 241128:132016 Pagel
D:fAPSN6HZ4WOde&D3YUN4yZeu wbK jiLY%NInuZ XhTsWBdl3JilfpGT3pW
419
b]9
Sofas.1:12.1
] 2
3.40 12
wa
3
a6 11
a4-
4]a
4]5
PlNe onaeB DLrH- n:o-oo.o-t-51.1101-11.a]-ia
LOABIHG 00 SPACING 2-0-0 CSL BER In (lc) gm Utl PUTES GRIP
TCU- 20.0 Plate OlIP DOL 1.25 TO
0.26 Vert(LL) 0.04 33 a899 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.2] VedT -0.OB 38 x919 ted
BCLL 0.0 ' Rep Stress INs YES WB 0.00 Horz(TL) a01 1 Na Na
BCDL 10.0 Co,e FBC2014RPI200] Medi.-MS Weight:16 to FT=20%
Lumlim- BRACING
TOP CHORD 2tt4SPNo.2 TOPCHORD Structural Wood sheaNng directly applied or 4-7-9 oc partes.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling dladly applied or 10-0 0 od bracing.
WEDGE
Leh:2x4 SPN,3
REACTIONS. (Idd]e) 2=117ILlachanicd,3- NMechanicel,1=18310E-0
Mex Hors 1-38(LCI)
Mex Uplift 2=35(LC 8),1=-13(LC 8)
Mex 0mv 2=19(LC 1),3=62(LC 3),1=IW(LC 1)
FORCES (lb)-Max.CanpMax.Ten.-All forces 250(Ib)or less soap[when sM m.
NOTES.
1)Wind:ASCE]101 Vul1=130mph(3secand gust)VeIvE101mph;TGOL+S.I)pdf;BCDLS Opsh fw25ft;Bduft;L24ft;eave=oft;Cat.
II;Exp B;Encl.,00µb.16;MFRS(dlrecbonaQ and C-C Comer(3)0-0-0 to 42-15,EMellor(2)4-2-15 to 4E-13 aorta"for
members and forces 6 MFRS for readgons showxs Ludeber DOL-1.60 plate gdp DOL=1.60
2)This truss has been designed for a 10.0 net bottom chord live load nmcuncurnend waft any other Ilve loads.
3)'This teres has been designed for a live load of Mould oft"boNom choN in all arses amen a rectangle 34O lx11 by 2-0C aide
Wit Int between the bottom WOW and any other members.
4)Refer to girdegs)Icr truss to truss connections.
5)Prodde mechanical connection(by oNers)of Voss to toddling plate spade of withstanding 35 lb uplift 81)dM 2 and 131E uplift at
Joint 1.
Q
se.-VWy CWan pnisss—mdRE40 NOIEa dY rare ANO MCLUaE0 ashes nEFEa4NEE eAGO M}]I',—IOOYAI56EFOPEUSE.
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LUA>feln.aBkl6�,dedppdegamW VeillYllnl'{GtdYINd OeYPlf%EOnelmsm]pcPollY hcuR ag evvOry lAb ernessdl
IaIJpJs1T.9aApMMMdYbpaVaadleJfyoftrWkFdlwxebaWwcloNmemWneNY.PMavvl lanpwaYaM penna+ni ha Jq
tW/preM EBEblktllyad bPBV¢nlCWnaa MlnpWlaL a✓J tr9rydd ddWy Wla N. fw Rri9RE0.NedXa IdNIDUaIe
NaltOhvllbq]e.deNerv.aecMndtl bOCludMloaaNlnnrMema®FWN/IFII Oudh Uwh OF4aeal0apNNNIg CINVuiwa BPoIPW E.
MIDa4.
Sealllapness ..aan M0RO4 nature.218 N.1ee Bevel.Sal 312.AlevJm.va.11. ]urys.FL 9JN0
JOb Tluss Times type O6/ Ry Greenwood
PB2Dte)
10331T0 J16 JackCash4 1
_ IJOOR ( ell
Buldilg Comporenl Supply. Jacksonville.Fl32256 - 0.0106Apr 20 e iFn Jw12I 11:2 :142016Pags1
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si
600
Swb=124.3
2
Seo 12
6
5
24 II
d
4 3
M6 11
6P0
660
LOADING W SPACING- 2-00 CBI. DEFL n pec) Vtle6 IPo PLATES GRIP
TCL- 20.0 Plate Gap DOL 1.25 TC 0.55 Vee(LL) OA) 34 x995 210 MT20 2WIN
TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vei -0.16 3a x445 1 W
BOLL 0.0 ' Rep Stress Inc, YES WB 0.00 Hori 0.13 2 We We
BGDL 10.0 Code FBC2014RPY200) Ma1dx-MS Will 206 FT=20%
LUMBER- BRACING
-
TOPCHORD dial SP Not TOPCHOFD Slruclual wood sheathing directly applied o,61 do permit,
BOT CHORD 2x1 SP No.2 except and verticals.
WEBS 2x4 SP all BOTCHORD Rigid ceiling direclly applied or 1000 do breolg.
REACTIONS. (IWalze) k232A156,2=182/Medenkel,3=s&Mwhanlcal
Mex Hors 4=100(LC 12)
Max Li 1 12)
Max Gmv a232(LC 1),2=162(LC 1),3=111(LC 3)
FORCES (Ib)-Max Comp.IMex.Ten. Alflorce5250pb)orleasexmptafien.lat
NOTE&
1)Wind ASCE 7-10;Vult=130mph(3-second gust)Vastl=101mph;TCDL-S.Opai;BCOLd.0psq M1=256;B 511;L2gp saysi Cal.
II;Exp B;End.,GOpl-0.10;MFRS(directional)and C-C Exte0or(2)0-1-12 to 31-12,Intei 3-1-12 to 5-114 zone;end vehleal
10 exposei for members add forces 8 MW FRS for reactions shown Lonfi er DOL=1.60 plate gdp DOlr1.60
2)The twins has been designed for a 100 psi boll chord live load nencomodi ent Wth any other live loads.
3)-This they has been designed for a live mad of 20.Ops1 On the bottom c0ord In all areas sell a rectangle 3&0 dill 12-0 0 Wi
All fit Thermal the bottom discal and any other members.
4)Refer to glNer(s)for Ww to truss connedlons.
5)proven mechanical Sendai(by others)of buss to beefing plate capable of aflhstanaing 6010 upllil at joint 2.
Q WRPNXIO VW MYen's—aN vad ad.nN nes Ave attLUOEO Wrtx aa/ xxa..a list m.IOOYI016IbOaf UeE.
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aaa.r«xAea alekanvmewwe�lXCoxweNXXI�ePeroMkWxYol�tlwwwreoraxn- r«gwWra adduce Ww�axw
yxe,swesessin dW,gy.asfil uq pOCFp,2.1.t ed,L.atv^MXWRII GOXy C111Mb.W9Matl K51 Bullne COmpwlant en OBMtl.
MNy Mnlpkm aelWelan lliafMle knXAM.21e N.Led Sheet,911e J120leaaJh VRZ2JI<. a e,
Job T. Trues Tyle Ory Ply iGreenwood --Teeplss
10331TO at Jack Open 1 1
,I b Reference hiptonsift
6.Il01ng Garr orea Su". JWKWlnlle,R 92256 9.DI0s Am 202018 MiTek lMuetriea,lw. Fn Juh2411:29:142018 Panel
ID:fA SMHZ49Ec6a9N3WN4YZBM-0IIRec1LW"T1yVG&4u?4LOeclaW Mo MpV
2."
2 88
Sfele=118
N 12 2
1
Y
4f
3
Sol-
36 1
0115 2-83
0115 2 H
Plate OftwN(%Yl- 11:0.0.0.0.1-T.11:O-i-1406151
LOADING fief) SPACING 260 mi. DEFL. In (roc) VOed IA PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TO 0.09 Vert(LL) 0.01 SS x999 240 MT2O 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Ved(TL) -0.00 6 >999 180
SOU- 0.0 ' Rep Strew lncr YES WE 0.00 Hom(TL) 0M 2 Na we
BOOL 10.0 Code FBC2O14/TPQ001 Maldx-MS Weight IOW FT=20%
LUMBER- BRACING
TOPCHORD 2x4SPN0.2 TOPCHORD Sm3cmml wootl aheeWirg Grechy applle0m2-B3apudlrs.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling dloofty applied or 1000 oc bWW,
WEDGE
Ixft:2x4 SP No.3
REACTIONS. QbbiM) 261/Metlenlwl,362/ mhanlw1,1=127/0-15
Max Hort 1=23(LC 12)
Mex Uplift 2=2311_(C 12).3=-16(!_C 12),1=-39(LC 12)
Mex CAN 267(LC 1),34O(LC 3),1=121(LC 1)
FORCES. (tb)-Max.CompdUM.Ten.-All from 250(to)orless exceptwrenshown.
NOTES
1)Wind:ASCE 1-10;Vuh=13Omph(3 ood gust)Vasd=1Olmph;TCDL=SApaf;BCDL=SOptl;h=25X;0=45X;L=24h;Mvi Cat.
11;EV S;End.,GCp1U.18;MW FRS(dlrectionag and C-C Conwr(3)Mne;cantilever left eVoWJ;ponh left mid dght a,o.W;C-C
for members and tomes&MFRS for reactions shown;Umber DOL-1.80 plate grip OO(=180
2)TNs truss Ms been designed for a 10 0 pat tool clord live load nollmncunam wf h airy ohler live loads.
3)'This tmss flue been dealgmd for a live load 0f 2O.0F91 on the bottom of ord in all ared,all a rectangle 3-li-0fell by 2-0-0 Mde
will fit between the Whom chord and any other membms.
4)Refer to glmer(a)for tmsstonuts connechons-
5)Provide mechanical connection(by others)of Imss to bearing plate wpade of Wlhslanding 231b uplift at JOIN 2,1610 uplift at Joint 3
and 39 to uplift at joint 1.
Q IYAMIa-Yw/YawLrn{wwrelu=mC eE1O X0xE9ON Nae lad M4YU0E0 MIIET NEFEMNCE PAoF mai niv.f09YM.A...
LeflPxwdln�aNMlh Mlel®cwuvickn.lratlatlm bdrsf aNY4»�Wd�reruSLawi mJ'klamhAukexlLWycwnrmenl.rot
aW x/darl�.BBWe W Ilndllp6z6ata mW vbMy tlwq�llyol days WfYablwaOW pc(MYYi^d{vNb Kde$n MO Mewadl
dlJpdey�.8¢IIp Yx1CYNdYb VaVanitl eYV dYxA1]uYweawabatlNtluO n�wnNiadM MxMtl bmPdW aNPml�aad Gaiq le
b WVArMNdbltliNad bPewnicMWeMlh W VLib CMbrYla'/aY W VMRMdon�e.rw9aNwal PlSacemWdl9flie
ItEM'+'MIrMNb.� AvecM�aid[AnaMM b�mNWJMYlNI6lna MCAN11IM 10A MI A.M1�4.dYdl eq KM auMgpanVuxnr T. 1.EewaM.
lel!/IrbmeXm me'Wt•Ie Yan Yam Ra6YWMe.218N tae SRw1.911b elft.NB%dM1JY].VA MIA. ieirye,Fl 33610
Job Truss TIIas Type Cb Ry Greenwood
10331TO J22
Jack-Open 1 1 19020109
Job Reference
&nldnp CamporwM Sippy, Jeduonmlle,-132256 9.010.eft'202016MITekindusmeglrn. Fd Jun2611:28:162016 Player
ID.fAPSN5H2CBdr.Ge0ro3VUN1yZ8ea s3SNs11zH,oRP slc6YGz ditdV AiCvq.z3CpU
2-0
200
6cai
5.W 12 2
1NgI1
3
3.4—
a9 II
5150
o o
zo
w.o ao
Pleb Olheb(%.Yt- f1:0-000.1a1 (1:0.1-11 OJ-131
LOADING(pst) SPACING 200 CSL DER. in (loo) mom i PLATES GRIP
TCU 20.0 Pleb Gtlp DOL 1.25 TG 0.03 Ven(LL) 0.00 8 >999 240 MT20 244p00
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Wei 0.00 8 >999 160
BCLL 0.0 ' Rep Stress lncr YES WB 0.00 1 0.00 2 We Na
BCDL 10.0 Cade FBC2014RPI200T Matral Welght:7 to FT=20%
LUMBER- BRACING
TOP CHORD WSPNo.2 TOPCHORD ShuoNrelwodsM1e NWdiredlyepplisdor2-OOacpudlns.
BOT CHORD 2x4SPi BOTCHORD Rlgtdc tingdlredlyepplbdar10OOocbmdnp.
WEDGE
Left:zx4 SP No.3
REACTIONS. (10'sim) 2=61R MMml,3=23M18chmil ,1=98 -8
Mex Horz 1=24(LC 12)
i UPIN a-19112),3-13(LC 12),1-24(LC 12)
Mex GMv 2=41(LC 1),3=29(LC 3),1=96(LC 1)
FORCES. (ID)-Max Comp.MlaxFed.-Alllorces250(m)orlessemeplxfienshoxn.
NOTES
1)Wind:ASCE]-10;Vdt=lWmph(3-se goat)Vmd=101mpb;TCDLS.Opsl;SCD"Opsi f 25ft1 Bd5ft;L- 411:t eve=4X;Cat.
11;Els B; -Cfo GC91�.18;MWFRS(MrRa1 FRS and C-C Exbdosion mne;er DOl lar Idt elate grip porch IeX amd dyM
ehe trus;C-C for members add lfor a 1s 0 MFRS for chord
lye two
o o no comber DOL-1 in an pate grip loads.2)TNss the Ilanbeenrldesnnefore 10.0 loadoX 20 ppordnth loadom chord In al wlreany aver Ilseloads.
3)'Thisbev has beendesignerfora Iaft lothofh .Opsf on the bottom chord In all areas xlwrearedanyle3 SO Wil by200wide
vAlFaster to gird nIXerthus bor chord scany9mer members.
4)Proi madras for rinetotensac others)of In
s.
5)Provide medlaniral connecpon(by others)d Imes to bearing plate aapade of WiNsbMing 191b uplift at joint 2,13 Is uplift M joint 3
dna 24 to wren a1(dM 1.
�WpaNaaYMly4apnpxvmxman0aEPa NO1E4 AY 1XK<XO MCLUMONREx XEfEFINCEYP UE MIFiQInv.IhN2015 aEFOPE U4E. I �''
petl�mfld laueaiy Mtn MMlFwnrockrvx llttleLaneLssetloNYUNn prwnelxx'fmau ntllslwmYe11NO1tl lxlYtlYq rnnMn+^t�w1
i::`mea�iw. aw-w:�a° 1°roA4,'i u;°ero I�'aAl"mlml"w'��N'�°i I;aa�el.i.�°�m`" 'iv.�aiemv 'd"v4mal�."a2ire MiTek
ttlwys raRAudk4YtahaMro we.«nl arx*o wnnr++a+u we4.aMrvmdlxroedv dunape. o<ex.eRx w.nke�wa�aw nw
klyY. M1TmmeeF\iE,orva
ApMy IMamM�avWtletom ll�m4k4a InIIMe.R1B N.Iee Arrear,3JIe 311.Neiav4h VRYtl10.
Job Truss Truss TYpa Oy Pry Greer W - --
30 000
10331T0 J23 Jack-0pen 1 1
b Rel tort )
Buldrq Componem Suppy. Jlwksomnlle,FI32256 BDIOApr208 kld[ bc._Fn Ja24N2815218 Eager
ID:IABN6H4Bpp3YUN4yZ9eagSNsylzHyoPUSnIC6YEPvm2pJCQpU
3-5 14
3114
9¢wB-1101
2
3{B 12
I$
o
II 3
3x4-
3514
XS-14
PINe O85ma(XY}- 11:D0-00-1-5111'61-1167-111
LOADING fing SPACING 2-0-0 CSL OEFL In 0.) 9defi Ud PLATES GRIP
TCU- 20.0 Plate CHP DOL 1.25TC 0.13 Vert(U-) -0.01 3E >999 240 W20 264/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vart(TL) -0.02 3d[ >999 180
BCUL 0.0Rep Stress I., YES WE 0.00 HoddTL) 0.00 1 We We
BCDL 10.0 Code FBC2014rtP12007 Wk-MS Weight:12 to FT=20%
LUNBEFF BRACING
TOP CHORD 2x4SPN0.2 TOPCHORD Stnwturel%lood[sheathing chomly appllerl or 3-514 oc purllne,
BOT CHORD 20 SP No.2 BOTCHORD Rigid cBlBlg directly appiled or 1Otr0oc bredm.
WEDGE
Left:2x4 SP No.3
REACTIONS. QNsize) 2abelMe3ranloa,3-51/WmhaMcaL1=13T1OS8
Men HOG 1=29(1012)
Men Uplift 2=25(LC 12),1=-9(LC 12)
Mex Grav 2-86(LC 1).�1(LC 3),1=13T(LC 1)
FORCES, (Ib)-Max.Codg,-rbx.Tan.-All lmcas 250(Ib)or lase except Wren staves.
NOTES
1)Wind:ASCE 7-10;Vult=130Tph(3-second gust)Vemi=101 mph;TCDL=5opst;BCD"Xpai;825X;B-,150;L=24q eaoa7 ft;Cat.
II;EV B;End,GCpi=0.18;MWFRS(directional)add C-C Comer(3)zone;C-C for members and forces B MFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL-1.80
2)Tris truss has been designed fat a 10.0 Pat bottom chord flue load nonconourrent Win any oyer give loads,
3)-Thls buss 1ws been designed for a W.load of 20.Ops1 on the bottom chord In all areas where a rectangle 39O put by 2-0-0 wide
Will fit between re nor.chord aM erryoHrer members.
4)Refer to girders)for muss to tinme conneclimle.
5)Provide mecnaural oonnecmn(by others)d truss to hearing pate spade of wirstandrg 251E uplB at told 2 add 91b uplift at
)dnt 1.
Q W6PXNa-WwpybtlanpvamvinemLPFAO NOrta ON nda Aed MClubadllmau aEfEP .IAOe.117]rov.16M14Y'lOI6BEfeFE VSE.
�,WpMue MYw11n AMIeFOcmMcb,i IFa Vxa�k IxiHtl WY Werquwneleo Mwn uxlk Iw mMMMY UMN W cunxumnl.ml
eFnn9larn.Bilge Ube.H6MJt49 deLLaamutvalNllw 9xiwSYNdtieW�Mm,elaioM poFerlYhcaWole R8tls4rkilo Hw waW
lw,9mpr eaal9k�aladawPrewdpucMnPolkwala nusweoawor dwra mempinmv.NltlWvd WnpvvYavJpnmwwnl aar0 iTeK
kkbwdkrxr blwWi� MUNMo1wd MMkaF M rIvBAaHA/M1 PIk�t1'ciaMgozLa9awPCflGeYp P�a�kIWiwY eBn<P.m.FeYBNd.
eaeq kYpmkekk w1tfY twn IrlmfMwkWMe.RIa N.I—SVeet ad. 4.Nnv So.vRaoll. Tenpe,FL 33111
Job T. Trus.Type Qty Fly Greenwood
10331TO J24 Jec@Open 3 1 T0020201
DRi VI
Boldine Cortgmlen[Suppy, JmksbMlle,R3'1258 11.0108 Apr20201.MiTeglldG"iKMr. Fd J1n241FW382016Pagel
10:1APSNSHZ43dce.db3YUbbyZeee-KFlm3HOD1Gw81n11cM1UY&ISPHEFNV38pdeteoi34pT
enp
660
Sale 1123
1
4m FU
1
`a
1 � f
3
ad 11
3e4=
s00
460
Plab0lbeb(XY1- 89-0-0.61-51.11:Q1-1006-101
LOADING(,so SPACING 24HO GSL DEFL In goc) Voted IM PIATES GRIP
TOLL 20.0 Plate Gulp DOL 1.25 TC 0.19 Vart O92 % a99B 240 fm120 2`Hnw
TCDL 10.0 Lumbar DOL 1.25 BC 0.18 Vert(TL) -0.03 3.S >9g9 180
BCLL 0.0Rep Stress Ina YES WB 090 HorzQL) 0.01 1 Ne We
BCDL 10.0 Code FBC201MPI20W MMgx-MS Weight:14 lb FT=20%
LUMBER- BRACING
TOP CHORD 2x4SPNo.2 TOPCHORD Sbucbml wood Modern,directlyappged.r4 0ocpurins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling dlraody.Wiled or 1004f bracing.
WEDGE
Lett:2x4 SP No.3
REACTIONS. (Mai.) 2=101IMechmlcel,3d]/MecMnlcel,1=15&0-BB
Max Hort 1=3BILC 121
Mex Upllfl 2=-311LC 12),1=-9(LC12)
Max Grav 2=101(LC1),3=]1(LC 3),1=158(LC1)
FORCES. (ID)-Maz CompJ1s1 .Tan.-All to.250 plot m tae.exmpt wren shown.
NOTES-
1)WIi ASCE]-10;Vdt=130mph(8-secon l gust)Vasi 01mph;TCDL=S.opsf;BCDLd.OpaL h=250;B Sft;L1Nt;eavedt.Cat.
II;Exp B;Encl.,Gi8;MW FRS(dlwtlormai)and C-C ENerlori 660 to 3 60,Intarodl)3-0-0 to 3-114 zonal C her
membem and forces&MW FRS for ballons shown;WmDar DOL-1b0 pleb grip DOL-1.80
2)This Was has been designed for a 10.0 par bottom chord live full nonconcur ert wigs any other live loads.
3)'This truss has Iseen designed for a N.load of 20.0pd on Me bottom crord In ell meas M.a rectangle 3&01.11 by 2-0-0 wide
all I t Wheaten Me Pi chord and ally other m.mbem.
4)Refer to girder(s)for tmss to Muss connections.
5)Formula mechanical conneNon(by others)of Was to bearing plate capable of wghsianding 31 to uplill at joint 2 and 9 l uplift at
Idnn.
Q wYIMWa�exay sales exams--,PER P sons ml.a.MCLUOEO IMEN FEFER .re.imi m.l09YMIsaWIIEYeE
1%ean Wp M ur0 MNMn al ccm u—RsdeWrr 4-u d y ren Worriers xaxn,an h ra on MKxM nullified 0.xnl.rut
dera nmem. �..le laadra d.gar.r ms.dW Ire apPrCralry o1 m.Pl pnurwl—am PwPeav eroiporae nt daMn aro ire-era
wgwgl.Rmaeamleetlo Preveol nucmpalydxu�olnwwmmemrwameniea.auv xeallorra Jerre+wwmuoanrmentlaayru M]Tek-
taen Y+rePAeObYtlMmtlbpewaca4 wpnM�daV raL'4aYm]P9+rlYQmW..fa Wrrxa Ps>�ererpJVllw
sasah waa.Cdlwry. trasamoa 1po11naevad Lrmryatar4®M1WlM1 YY0Ny CNa4.0.e29aM aq WlMpCanpixnl 690<e Me Een egL.
LMy NwmaXcn—acct.0pn trio Rule eeXM1Le,41e N.lee.0ee1.9Jb]12 NBNYHS V/r 21311. Tenpe�FL ].310
Job Taws Truss Type 0ty 1 Fly Greenwood
BB20 02
f0391T0 J32 Jack-Open 2 I
IJob 2016 I induced)
Budding GarpElleM Supply, Jeckmrnslle.Fl32260 8.010UWyn2-KF? 3HMI "ln Irc. Fri JIn241t:2B:382 T Pagel
ID:fAPSN5H248oc6egb3YUN4yZ0ea-KF?m3HOb1Gwe1n1KMUVeISMLEP%VV30PNTsoE39pT
2 712
2]-02
S.0012 2 Sur6=116.5
516 II
1
3
4
2Al2
2412
LOAOINO W SPACING 2-0 CSL DEFL. In (roc) Intel Ud PLAlE8 GRIP
TCLL no Plate Grip DOL 1.25 TC 0.37 Val(LL) 0.03 3_4 n9w 240 MT20 244!190
um
TCDL 10.0 Lber DOL 1.25 BC 0.51 Vrl -002 3-4 s9p9 100
BCLL 0.0Rep Shaw Ina YES WE 0.00 HORRTL) 0.00 We net
El 10.0 Code FBC2014rTPIl MBMx-NS Well 111E FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Structured wood sheemyng dlwdy apdred or 2-7-12 w pulllw,
BOTCHORD WSP fill social and veNCels.
WEBS 2x6 SP No.2 BOTCHORD Rlgld calling directly aphilad or 140.0 oc tmil
REAC11011118. Menu.) 4�94/45E,3.BBrMachanlcal
Mu Hort 4=p5(LC 12)
Max Uplift 3-115(LC 12)
FORCES. pM-Max.Comp3TmTart-All forms250(Ib)orlesionsept when shown.
NOTES_
1)Wir :ASCE]-10;Vul1=130mpb(3s and goat)Veld=101mph;TCDL .Op V,BCD".Opst;tw25m;B=45X;L- 4m;eave=4m;Cat.
fI;Exp B;End.,GC,u�.16;MFRS(dlrecllanal)and C-C Eidetlog2)tone;and!vertical lett expossul for members and forces&
MFRS let reactions shown;Lumber DOL=1. 0 plate grip DOL=1.60
2)TMs miss hes been deargnad for a 10A pst bomom clwre live load nonaorwurre0l with any other live loads.
3)-Thls(mss has been designed for a live load of 200psf on the before chad In all areas wmere a rectangle 3 6-0 tell by 2-0 0 wide
MII fit between the Whom chord and any other members.
4)Refer tO glyder(3)for truss to truss eonnettmOW.
5)Provide mechanical connedul(by others)of muse to bearing Mate capal of Withstanding 115 lb uplift N)ant 3.
All,Wa aHMe Vxl/y MNpn Poismmn-o aEla XaIES u..X .MCLUOEa NREa aefENIXR I1af(4N1)4 m.100NORIWIIE UY,
iM4y wllh fie".c<xuwekxb.IW IXeYdn b W.uxl eNy Wrr 1pornelenNmm aq MMrmedMOrd bMer a Meoet tt out
alnm�ynlw c M.Iwous.11u LaAMry dusunw mull valry IMgx9atAINo1 duBygzvm�etenmJ gonalY�WgoMbdve' neMIMOVarJI
� tJIe4g WLLan. Bo[tlylMk:olMblo gevnnl WCMPyeIIrvJNkluN lvs wen axl/a cYlael memMr[WY �ktF�tem0.`raYab"d¢tp
6�d kw b�e�nettl la iNtlllyaHtogevmlcMlurw ulna q�M:Wrt�xW INaYaW gcl�rlYd�a�o. Iwo 1ertl P4�ta0 rWi0O0w
aa2e,CHNery.cectcnm[I lrtx:Irpollnvnsmlln�sYXen4 swAH51/IXIOuto3l4u WDM.MYM KII WIMpCOrrsW1nM eW4 ,R.st
]yNy YVonnaXan wvlatle nen Ir1n IMe MIM4x.'lla X.Ice Skret aJle JI'!.Ple�gNM VP IIJ11. ierlpe,FL a%10
Job Tlusa Truss Type city my Greenwood
8820W3
tIX131T0 J33
Jack-Open 1 1 '.
Ib ( 0
wwangw fifiaeuppry, aacxBOnwll6.FI 3PP5e 8.010 SAa202018 MITeblreatnca,ls. F01un24m2E172018 PEPSI
ID:IAP6N5HZ48tic5epb3WN4yZeuoS28Gtl1Doe22t0t%A%niXticRed4EyJHtlHFAPEz3apS
1.11-15
1-11-IS
3.40 12 6mw.1'.85
2
G0
II 3
W=
1-11-15
5
PIeR C1NNe IXYF f1:bO0 b1-SL I1'tr1-11 trT-141
LOADING(ped SPACING- 2-00 CSI. DEFl– In Qac) VM W PLATES GRIP
TCU- 20.0 Pieta Gtlp DOL 1.25 TC O.CO Ven(LL) -0.00 6 x888 240 W20 24411W
TCDL 10.0 Lanbar DOL 1.25 BC 0.04 Vea(Tq nm 6 >m 180
BCLL 0.0 Rep Suisse Ina YES V 0.00 HO Z(1L) 0.00 1 We We
BOX 10.0 Cods FBC2014I?PI2WT Metrix-MS Weight:8lb FT=209b
LUMBER-
TOP CHORD CHORD 2x4 SP N0.2 TOP CHORD Sn=M wpm sheatNW die yappllW or 1-11-15 a purlieu.
BOTCHORD 2x4SPNo.2 BOTCHORD Rigid telling tllmody applied or l0-00 op bracing.
WEDGE
LeR 2x4 SP No 3
REACTIONS. (INSIM) 2=45RAechenlce1,3=34Mbcflenlcel,l=]9/P5-B
Mex Hae 1=16(LC 8)
Mex Uplift 2=-12(LC 8),3=-2(LO 8),1=-4(LC 8)
FORCES. Qb) Mex CanplMex.Ten.-All forces 250 fib)or leas exwpl when shown.
NOTES-
1)Wind:ASCE 7-10;Vu t=l3 pll(3-second gust)Wad=101mph;TCDL=S.Opsf;BCDL=5.Ops01t250;B=55ft;L¢411;uve=48:Cat.
II;Exp B;End.,GCu=0.18;MFRS(directional)and 0 Comer(3)..;C-C for members and forces 8 MFRS for reactiau
shown;Lumber OOL=1 BO pate gnp DOL=1.W
2)This Imes 1w been designed la a IOX psi bosom chord live lead noneoncunent Mih any other live loads.
3)-This Imes has been assigned lora live load of 20.Opsl on the bottom chord In all areas where a Wangle b&0 tell by 2 0 0 wide
Wil tit tho ween the tchord ord and any other members.
4)Refer to girder(s)for truss to imas canneatlona-
5)Provide analf.ical connection(by others)of Imes to beading plata capame of wlthstanding 12 to uplift at joint 2,2 to uplift at join 3
and 4 l uplift et Ioint 1.
Q WIRXNDvEEy,SG%swa SEED eorca M n4aAW x rssaoM.ax REFERENCE P.ea
�e I�Ma�aPeyd.Ll]nb.hudiNpsMsauYYe'M,llln'e„Mdlpeke`pPcmde�Yeetlwna�cwMmulml lWMOveeiWlN lin6eM4aGm�IlCaRNiYINYFo�a1r�.RyEeaaa�d�paa�Wlua�n�YeplleYvnma.wdpiSecw�p7a4mYDMaMc—CLryeWdCMnPorib UNE°OYa�Mn NWb�rErvll+a^nBao,v�awanl6d M
acro u�M_PiYTe:■
;
usual
Fuss=rnlm aompe.mxrervenxaonewaacaaae�mD.mel�.ynaaa®.uaRnlwary em.a.pae.nane Enlwanyeonwn.M sso.v.,,w�E,n ens.
9dSN IrlanMu�wdlRge Lam Luo RaRMMe.R1a N.lee street.911e]12 NeiatlYE.VT2l]19. im,pv.i1- 3Yla
Job T. Toe Type Ory I Ply 'Greenwood
TBB202D6
IW31M J34 Jxk-Open 1 1
J2 Relarea- (ODIi0ndll
BUWilp ConganM Suppry. Jecksomllle.Fl32258 B.D1u3Apr202010MiTeklnEuetrix,Irn. niXdY611:28:1]2016Page1
ID]APSNSHZODJc6eBN3TUNbyZBaa-OSZBGe1D0aP[hL%AP9nIXbVweZZEyJPoH110PEY.4p5
aaA
6]A
Sub=1:12.1
] 2
3A0 12
q �
1 9f
9
9ar, 11
34=
4]9
Nd
Pleie glseN(YY)F- I1'0-P00-1-51119-1-11 0-0-141
LOAOING(per) SPACING 2' C81. DEPL n 0.) gCeX IM PLATES GRIP
TCU_ 20.0 Plate Grip DOL 1.25 TC 0.28 Ved(LL) 0.04 m >9B9 240 W20 244190
TCDL 10.0 Lumber DOL 1.25 BO 0.2] Varna) -0.08 3a >919 lisp
BELL 0.0 ' Rep St.lncr YES WB 0.00 Hom(R) DOl 1 We we
BGDL 10.11 Code FBC201ITPI2007 MMdx-MS Welghl:161E FT=204
LUMBER- BRACING
TOPCHORD 2x4SPN0.2 TOPCHORD Stmdural wood~NW directly applied or 4J-9 co Putting.
BOT CHORD 2x4 SP No.2 BOT CHORD RIg d1 calling directly applied or 10A 0 ac throng.
WEDGE
Left:2x4 SP No.3
REACTIONS. Ilb/sim) 2=11]/MedtanlWl,3=881MadleMce1,1=18314&0
Max Horz 1--38(LC B)
Mex Uplift 2—35(LC 8),1=-13(LC B)
Max Grav 2=11)(LC 1),3=82(LC 3),1=183(LC 1)
FORCES Qb)-Max.CompMmTen.-Alltorcas 250(lb)orless except wren shown.
NOTES
1)WIIM:ASCE]90;VUIL-1WMph(3-second 91st)Vastl=101mph;TCDL=S.Opsi;BCDL=S.ow;h=25X;B-15X;L=24X;eave=4X;Cat.
Il;EVE;End.,30pl-0.18;MFRS(diredlonal)and CC Comm(3)M0 to 42-15,E 86or(2)42-15 to 4-&13 mne;C-C Ior
members eM been e i n FRS for par
thrum
down;Wd pre OOIL1 BO pMe gdp DOL nyot
2)Thistures Ilesbeann designed
Iona 100 palbosom 011OrdnInloadtonchlcuneM wifeany peer rectangle
3)'Thisbam has Wenntion chord
for a has loth d 20.Opel on the bottom chord In all areae wham a ledangle 3-6-0 tall by 2-00 MOe
Will IftRefer
beMeen t)t bottom mord truss c any curer members.
4)Rderto girder(altar busst0n(b connections
truss
5)Provide meManiWl cOnnec9on(by others)d turas io bearing plate capable of wiNslaMing 351E uplift at IDim 2 and 131E uplift at
joint t.
a1 V /y0 p pmm NEPO Ort30N lMR INO MLLUOm MIIExaEEEaFNLEVPGE OPY,r
�l
nl rel n wYalq 1 MVJklll ^e .an��x9 uwan h W4✓.I dl3alo w 1 nl romt
l
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�wrn5lttxAau xu,lnelnmdlo lxelremealy�rwm l>�le Fetwml ne.rmdwuPemdamlDa. Im 9ehxa aAd�.,lea.malre 3o4 voa.Em ew.
nUlYn naexF�.MNnY.eleclFnoN awllq pun®iaWlnei amlann aeeAXL/Int OudhenMN.beeMaM CA wllavdOMM.n ierTN PL Sem
MNIy IMwmollmm Yexan lnvfMle xunMn.'11B N.I�Sneal.elle JlR.nemWtl Vh Z1J14.
;J� T. There Type ON Fly Gnewn—
T8920,05!
lonITC, TDI Half Hip Singer 4 1
J,on mp�
ancer . for
ob Riumviver(opboraft
lusidawcompioneirs.'t,' Jet,armi FI=66 U.01 0 6 Ansr a 2016 MITek Industries,hic. Fri Jun 24 1 IM-1 8 W16 Pap I
l�.�NSW�U�YUWyZ�-GeMUZ2�tAqHSAjWW�kAj7l�"Rsx�34pR
4:N2
fical. 112.4
Speed .0 WILED 2a,
6.00 F1-2 2 9 3
F-1
10
514 1 WILED 4
Gi
3*4= eve
ads 11
2�0 6.0-0
vareLaussuff
LOJIJDIW(Poo SIP"ADING, 2;1�0 in (I.) Vdill Url PLATER GRIP
TC� 20.0 Plate CHIP DOL TO 0."" it �.:.l 4-5 -999 2Q NIFIrm 2441190
TCDL 10.0 Lumber DOL 1.25 BC .1. . 4-5 �999 ISO
BOLL 0.0 Rap Strose lindir NO ING 0.11 H.-z(TL) 0.00 4 We we
BGDL 10.0 Crops FBOWWPIM7 Warx-NIS Waght 27 Ilb FT=N%
UUIIIBIER� BAJICINIG-
TOP CHORD 2wl Sup No.2 TOPCHORD Stractumal wood!amounted directly applied or 6-"oc purms,
BOT CI-IORO 2x4 SP No 2 wrost,and warecals.
WEBS 20 SP No 3 BOTCHORD Rigid beiling directly applied or 10-0-0 m bre,ir,
WEDGE
Left itat SP N.3
REACTIONS. (Mrsibel 4=25111vileclumbelf1�253105S
Nilax H. I=24(LC 8)
lWa Uplift 4=-88(13 5),1=-N(LC 8)
FORCES, Ob)-�.C=pM�T�.-Alito�2W(lb)ori��ptMens�,
TOPCHORD 1-2=130
BOTCHORD -5 121AH9,4-5-1251331
WEBS 2-4-344113)
NOTESI
1)Unbalanced roof live loadle have brown considered for gas dissign.
2)WIM ASOE 7-10;VuIt=l Wif(3-recond gust)Vadd=l 01MM;TCDL=5ftcsf;BCDI-=5Cpftf,�5111;�511,'1,-24ft,wave-,11t;Cat.
11;Ext,B;End.,GCpl-0.18;MFRS(dinectong);I-runiber DOIL=-1.00 plate get,001--1.60
3)Provide mandate drainage to prevent water conning,
4)The suar has been dineigned!for a 100 pof Wftm chord live load nomoorcurrunt with any other live loads.
5)-This muse bace Dean designed for a live load of 20.0inif on the bodom c1bord In all..whims a beftengd,3�O oil by 2-0-0 Md.
win ift berseen to Whom chord and any other member .
6)Refer to girdefts)for tress to truss connections.
7)Picam,marchrentrisl connection(by offirms)of truss to boading plate capable of ofiffistarvang Be lb Vill at jdm 4 and Be In plift at
joint 1.
8)'NAILED' rall.3 10:1 in 1 Was')or 3 12d(Ol 18`x3L25')me-mals,For more courts refer to MiTek 9 ST-TOENAIL Derall
9)Hangens)or chair correction daAce(s)shot be provided sufficient to su,port concentrated tracts)46 In down and 75 D up at
2-0-0 oft top chord.and!25 In down and W to up at 2-2-2 pri bottom chord The droungainfleclion of such Connection Matrons)is the
responsibility 0 mhom,
10)In the LOAD CASE(S)section.loads applied to Me face of the press am noted for front(F)or boul,(B).
LOAD CASE(S) Slandard!
1)Dead+Roof LhAt(balanced) trampw lne�=1.25,Plate Increass--1.25
Uniform Loads gplo
Val 1-2=-60,2 3=�,4 G-20
Concentrated!Locals QW)
Vert:5=-25(F)10�1 1(F)
tors,row, do.aw.sts'... bca iv..111,r-1.1iiii.L.
m,,a,�,r.-oa,....r.-,.Mar c,ragn�..' r-o--cr-.-,.br�-.tu�hummn ,,,.
woren,sof-aw nuosion darecrom..vole low or�lothbffy.owlan par—ter,.um�ucorunmIs an umign..the -.
humind droffm sevandad. awarm �or numdual nor c.ownribrecoy..rem, buron, MiTek
ob"our", umol nomm, tv�.1 now wam-
VrOACepro,"a"..."Mose,cawainewo r1r,1.1�F."
14 ', " 'ta',,
Joe Thus Tme Type OIY PtY Ores"ood
Te9za2o6'l
1p331T0 T02 Helt Hip 4 1
twrornp l.ongonem scppy, Jecxeonnlle,Fl32256 6.otOs .bbRi I 1
I0.fAP6N5HZ18tic6epp3YU 202Jie MITek IMWMPo,Irc. Fe Ju12411:26:182016 Pepe 1
4O0 N4y2 -0aTVUi�2UgH5AIxeWOElVtiefouzPlRsxOZxpz3yR
L60 110-0
Scall 15i
4d=
2 3
5. 012
B
1
59F I 4
96 11 114 it
4.69 6-0-0
2-0-0
Plab Web KY)__ 11:02-00.1-11
LOADING(Pati) SPACING, 200 LSI. DEFL In goc) fired w PLATES GRIP
TCL_ 20.0 Plane Grip DOL1.25 TC 0.32 Ved(LL) 0.10 " >674 210 W20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.65 Ved(TL) -0.23 5E >M 160
BOLL 0.0Rep Spee lncn YES WB 0.04 Hoa(TL) 003 1 We We
BCDL 10.0 Cade FBC2014?PI=7 MBidx-MS Werght:25 lb FT=20%
LUMBER- BRACING,
TOP CHORD 2x4SPNo.2 TOPCHORD Structural wood staining directly secured!or 6-M oc pudlns,
BOTCHORD 2x4 SP No.2 except end veNcals.
WEBS 24 SP No.3 BOT CHORD Rigid ceiling finally applied or 10,0O co among.
WEDGE
Left:20 SP No.3
REACTIONS. (Ibleire) 4=2340,1echenlcal,1231N5-B
Mex Hot 146(LG 12)
Mex Uplift 4-35(LC 12).1=-17(LC 12)
FORCES. (la)-Max.CompDA Ten.-All foroes250 fill orlesseuept"an shown.
NOTES
t)Wind ASCE 7-10;Vug=130mph(3saoond gust)Veld=101 mph;TCDL=S.opst;BGDL3dpsf;8256;8-450;L=1!4f1;aave-40;Cat.
II;Ex,B;Encl.,GCpl�.16;MFRS(directional)act C-C EtleboR2)0-0-0 to 3-0-0,Inbdor(1)Soo to 40.0,EMarior(2)400 to
510-42one;GC for members ad times&MWFRS for rent shorn;Lumber DOL-180 plate grip DOL-1.60
2)Provide adequate dam"to prevent water adding.
3)TNS truss has been designed!for a 10.0 pet boliom chord live two nolwonwnenl Mth any other We loads.
4)-This thus has been designed fora Ilve load of 20.0psf on the bottom chord In all area stere a rectangle SSO all by 2-0.0 Mae
Wil 6t between the bottom lwN and any other members.
5)Refer to gadegs)lot tam to true connections.
6)PtoNde mechanical connection(by others)of three to hear g plate capable of Wmand ing 35 to uplift at joint 4 ana 17111 uplift at
joint 1.
QWLM'N6-VWY NNen P n,mun-a oxc.cN rm5 Ptah.'rose IMEN PEfENgNCE PgeEMV",s m'.'abac15 BEFONE use
LbWj�Nlkl la�a3Y�h�M1YICA4D�xxvuawx lltalvsh{n ttunxl +rYY ULUP Wdnela¢Yxwn,uvlhfd mYUNNeW ItYYy rwn(wrenl.lut
Ilmaytlem.
oAAo �
MiTek
h arvow� ao bY1am,. .ono cdl¢ae WTtamePwa✓er rM+Y WipepelY4enWe. WWrertE Pxlai:a�W�tA9 t'e
Mkhlbnhwy exFgry.aecrenwf uocxgoltwn[ad mm Mlemi reAHR/IFII OUIN CMxb.MLMaM tC1lPYlnetwrymxlt a. Emte
kMYYWmOXOn wW1e hem I�f1eb YMMea,41BN.lee]heel,SUM1e B1'I.MexvwMl V.1 Ypl1, ix,npeeIL]ffiloha
Job Tmsa T.Typs Oft, Ry Gleemrooa
Teaxz07
10331T0 T03 Hell Hp OhdW 1 1 !
IJob Reference(DOtlowp
Buil0inA GOmImroN 6upply, JBpkeonMlb,Fl32256 B.OtOS3p N4y08n4q kl UKNguEWgIJun 241HidRW7r7za4pQ
ID:IAPSN5HZ48dc8e9N3WN4yZ0ae4gWJhJ3UKBJ9uENHgiFhljnmR5Hid0e5bA]1723<pO
666 lo-nd 1513-tz 4-n0-zoep
' aop I 4114 1 4ae 1
Soak, I34a
NALED WILED WILED
h10% _
NAILED WILED as II NAILED NAILED Irb- 1UIIE0 56
Sao FIT z 14 is 3 16 17 18 4 1B ze 21 6
t
C
22 2910 20- 25 a 8 26 ) YI 26 z8 6
NAILED WILED 20-411 NAILED NAKED 28MPrefi = NAILED sx0- !AILED yell
ties- 4v1e=WILED
NAILED NAILED NAM1ED
6U0 10.11-4 F 1681_ 2680
680 4114 eA-0 a-ILe
Rete on ere txrl-- Izo+o o-zdl lso-za az-fit lez-o alert lro-z-e ozat
LOADING(Psi) SPACING 2-0-0OSI. OEFL In Qac) Viten W PLATES GRIP
TCU- 20.0 Plate Grip DOL 1.25 TC 0.79 Ve0(LL) -0.12 10-13 .9811 240 MT20 2wim
TCDL 10.0 Lumbe:DOL 1.25 BC 0.89 Ved(1L) -om 78 0-law 160 W20HS 187/143
BCLL 0.0 ' Rep Suess Icor NO WB 0.90 H r#TL) 0.07 6 We We
BCDL 10.0 Code FBC201471PI200] Metrix-MS WalgM:10110 Fr=20%
LUMBER- BRACING
TOPCHORD zx4 BE N0.2 TOPCHORD Stmctural Motl sheeWllg directly applie0 or 2-5-11 mpulllrm,
BOTCHORD 2x4 SP W.2'Exoept' exwpl and varlicide.
18:2x4 SP N0.1 BCT CHORD 319Ia calling dlreatly applied or 9-7-14 m bracing.
WEBS 2s;SP No.3
WEDGE
Left:2x4 SP No 3
REACTIONS. (Waal) 6=17091Mechanical,1=165ING"
Max Harz 1=M(LC 8)
Max Uplift 6=-228(LC 5),1-257(LC B)
FORCES. Qb)-Max.comiLrAm Ten.-ATI Tomes 250(ID)or lees except when shown.
TOP CHORD 1-2-201 ,2-3-31291419.3d=312W419,45=-228 W,5 =157S2A
BOTCHORD 1-10=-381288],9-10=3912688,]x-309/2284
WEBS 2-10449,2-9=-5&506,3-9=-541205,4-9=-15218]],4-]_10392]6,5)=3492582
NOTE&
1)Wind:ASCE 7-10;VNt=130mph(3-8econd gust)Vasa=101mph;TCDL-Z.Opsf;BCDL-S.OpN;h=25ft;SAM,,L=241t;veva-lib Cal.
II;Feb B;Encl,GCpl=0.18;MFRS hilusumnal)',Lumber DOtrt BO plate gap D0L=1.60
2)Provide adequate drairege to prevent water ponding.
3)Al plates are MT20 platee LNaes WhelWse Indicated.
4)this hues has been designed for a 10.0 pst bottom chord live!cad nmcxcurrem with any Other live loads,
5)'This truss has been designed for a live load of 200I,d on the bottom shod In all area3 where a mEtangle 340 tall by 2-0,0 aide
wall fit behes en the Gonad chord and any other members.
6)Refer IO girdar(e)for tnes to trusts mnwctions.
7)Provide mechanical connection(by Others)of truss 10 bearing plate capable of withstending 2291b What at faint 6 and 257 Ib uplift at
Joni 1.
e)'NAILEWIndiwtea3-lon(0.14813')or342d(0.14813.25')manNls.Formorede1%laterto MIT. ST-TOENAILDetail.
8)In the LOAD CASE(S)section,Iwtls appled to the law of 9re torts are noted as front(F)or bat,(B).
LOAD CASES) Standard
1)Dead+Boor flue(balanwd):Lumber Incrwse=1.25,Plate Increase=1.25
UNlmn Loads(pit)
VeNa-2=80,2-5=60,6-11=20
ConwMrated Loads(IO)
Ver:2=-97(B)0=-61(8)10-61(B)14=-97(9)15--97(8)18=-97(B)I 8](8)19=-9](B)20=9](B)21=113(0)n-231(B)
23=-214(8)21=-131(8)25=41(B)26-61(B)27=61 R)20-61(0)29-66(B)
Q We6wMd.sea,bele,P ,vEe ed Pool 0 s0TE50-X 916 AW AVCLVOEa MIRK Rafal MLE PAGE M6]4Dnu.la9YM159EPOPE U6E
osea1.Lis me.1..11.mnne-.inx Ilhtiv4gl k"-'1 vYulxv,Po,-I-ov- -,k11 u,IJMNx11.." ompaleni.rot
b�Yryfem.Wlwe-.e¢Wdq na�;, nim,-eiiry ln",".'aah,b int pp-.h.au"'YFmt»IO thus Flo il¢wreltll
utJNOG a Lbruc,kMc AvG In 1.'-enl-Ssa.1MWuul bus-tu I-cMltlmem�n Y AMMnM km,pau4 cn0lnlmanx,iG«rp e
bPM'gs replM la sktiNtlm to gave,!cdlga wlm-.1w k91IYar,psuv,Gomove. ra aacltl v..relXe,,,G Xw 6Y04 Veka Eetl BME.
I[dlctlikn Aw[pn.ahMveiY elecllmWG«hp�G,-GoAmo"Ghs,.,a,p I Get..we41 MG.1 hada ,E. .. Tnrye.PL demo
pWMy IMwnwllm u,u..n[m 1�nablslMe.glen lee s1rsa1.axb i I Z NeT.VAndl4.
Job Truss This Type Oty Ply Gr6emamOtl '.
T69m20ai
10331]0 T04 Hell Hp 1 1
obReference federal
wnolr0 w.omDorwnt bupF, ax,ruorwase,-1 32256 8.010s Apn202hilwTeklee eiee,Ire. Fd Jm2411282Dm16 Pagel
600 ID:f�NSHZ4&k8e WUN4yan-D1FGN365VR OK6rMJeFV FR jWq?ZG pP
209-0
boo ea0 6.0
Sub=1:34.7
7M0=
2N I 4v5-
2 14 3 15 4
Q0 12
13
12
yp1
4
6 7 6 5
41911 test 11 4a10= 3411
60d
L 14-10 2000
a 6.4-0 6.4.p
PIBIe ODeeb IXYF 1102-12.0.1-51 d2:0.4-00.211
LAUDING(psQ BPACING 2-0-0 CSL OEFL In (fa) Vdefl Utl PLATES GRIP
TCU- 20.0 Plate One DOL 125 TO 0.81 Ved(U-) -008 &11 >9aa 240 IATM 2"190
TCDL 10.0 lumber DOL 1.25 BC 0.59 VerIQL) -0.26 &il >935 100
BOLL 0.0 Rep Stress lncr YES WB 0.45 Hor2(FL) 0.03 5 We we
BCDL 10.0 Code FBC2014RPI2007 Metdx-MS Walght:995 FT=20.
WNBER- BRACING
TOP CHORD 2x4SPNo.2 TOPCHORD Structural wood sheathing simony applied or 2-2-0oc palms,
BOT CHORD 2x4 SP No.2 accept and vedlcals.
WEBS 20 BE N0.3 BOT CHORD Rigid telling dlredly applied or 10-0-0 oc lending.
WEDGE
Left:2x45P Ni
RELICTIONS. (I&elm) 5=821UAechanital,1=821/0.5-8
LbII Hou 1=%(LC 12)
Max Uplift rx 161(LC 9),1-8 (LC 12)
FORCES. (Ib)-Mex.CompMlox.Ten.-Nl facial Ob)mistreatment when Snovm.
TOP CHORD 1-2=-1 3812 59,2�-1054@21,b4=10S 21,4-5-76i
BOTCHORD 10=2SSIf1TT,&8=283/1184
WEBS 28-0Y297,6 6=-01 5201,4 -24&1187
NOTES-
1)Wind:ASCE 7-10;VUIL-1301(3-second gust)Vasd=101 mph;TCDL=S.Opnf;BCDI--S,0psf:fk250;371511;-14f1;spear ft;Cat.
Il;Exp B;Erld„GCp1=0.te;MFRS(dlrectlonal)and C-C Examor(P)0-0-0to 3-0-0,Intedor(1)3.0-0 to&0.q Ewami )a-0-010
12-2-15 mne;0-C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.60 plate gdp D0I_180
2)provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 100 psi bottom chord Ito load rencuncuhent 0ith any other live loads.
4)-ThIs(ruse has bean designed for a Ihre Iced Of M.Opsf on ma ooftom Chord In all areae wfiene a rectangle 3&0 tall by 2 O-0 wide
w it fit between the bollom chord and any other members.
5)Rader to glrsons)for trues to truss connections.
6)Provide mechanlwl comecti0n(by others)of iwe to teadng plate capable of withstanding 161 Ib uplift ad joint 5 and 8215 uplift M
join t.
Q wAMIIIe-ir"Ceren,svnarw�w .rieaea0.CN71e9 wUIlCL UO[O MIFx/IFIAYNCnaewmma I..eLPoKu#
Wtlpr Wltl.—,,,vv.wftws—recennor
MmayLar,.BWae ue.ImodMlp rMGya minivallylla q(AkIXIN W doWrM�aofertad Poraryhcapttab Ra�YJnnb Me ovatll
PamDeagl.e«tw xexcoletlbwPeVenr Plcaxpof nawwfrwwxawwcrora marnoaamr.AtldtlaM xmll�rm ua pemlaaernPan0 k'
a d.osra
ktltWlwl aamw.daoxwArXvradslo PevanMlcatllrqp.1 mrs"reveni, i feafty
lMMQayaemcM % OWIy Cstra bI,rv�rerod p0MLsSI bceYrJenpaar.sawasn
xa IL T. GEMextl.
NMy I1MmsXm awMtYelcm pin Mie Made,R10 N.Iee Slreel,axb3l R,AkvaN'kI.VAY[91<. iarq>.FL 9]810
- .Tues Trues Tyee ON Ply Greenwood
3B202w''
10331T0 i05 Half Hip 1 1
Job P.1.
..1 a lopaonall
BOildin9 Component Suppty, JecksMWlle,Fl 322% B.Orb3YJ 20 Saa-D1Tek Industries, 6rVUJgFl 1:R6NKFNIS PagBl
ID:fAPSN5HZ415,14 W3VUN4yZ8ea-Ot FGVO65VPXWOK6r%VUJBF1xrSeReNKFvg]h31pP
]00 100.-0 164E 26e0
' ]40 30.0 S/0
Srab=1353
Met RID= Pao II
3 15 16 4 11 5
5.00 FI2 fare
2
14
13
1
9 a is
08 II 4x10= 3e= 2s, II 45_
WW 164a Me
10'" sw 5 -0
PI t O9seNIXYF 1142-1201-5113:D3-12 P2b1
LOADING(Psi) SPACING 2-00 CSL C. L In (lac) Vded Ud PLATES (ENP
TCLL 20.0 Plate Grip DOL 1.25 TC 043 Ved(LL) -0.19 412 s999 240 wN 244/190
TCDL 10.0 Lumbar DOL 1.25 Be on VargTL) 4.51 S12 x484 100
BCLL 0.0 Rep Stress lnmr YES WB 0.06 Horz(1L) 0.04 6 Na me
BCDL 10.0 Code FBC201UIPI200) Mardon I
WWgM:lWlb FT=20X
LUMBER- BRACING
TOPCHORD 2WSPNo.2 TOPCHORD StruMurel ei sheathing diandtyapplled or4d0om PUMw,
BOT CHORO 2W SP W.2 except erd verticals.
WEBS 2x4 SP Nil BOTCHORD Algid mailing directly applied or 910-15 w bracing.
WEDGE
Left:2W SP all
REACTIONS. (lbaslze) 6=62LMechanical,1=821N-58
Max Hour 1=121(LC 12)
Max Uplift 6=-149(LC 9),1=n(LC 12)
FORCES. (ID)-Mare.Compdelax Ten.-All forcas250 gb)orlaesemept when shown.
TOPCHORD 1-2=13Bfl2M,2-9=1109223,34=-900.223
BOTCHORD 1-9-342/1223,)-9=1)3259,6-0=-1)Y)59
WEBS 2-9=319/18.5,39280,4-&E62Bt,48=-9821225
NOTES
1)Wind:ASCE 7-10;Vult=130mph S-secmd gust)Vwd=101mph;TCDL=5OP5M BCDL-5.Ops1;fb25ft;B=45ft;L=24ft;assn Ml Cel.
II;Exp B;Ewl.,GCpiS.18;NIWFRS(dire YIWW)and C-C EMellor(2)00-0 to 3-DU,IMedor(113O0 to lODU,FU.tedor(2)l OO W
162-15 zmW;C-C for members and larges&evel for our eliarw shown;Lumber DO1=t.du plate gdP D01=1.60
2)granites ade0uate drainage to prevent water ponding.
3)This hunts has been designed Iw a 10.0 pat botlmn chord Ilve load nonwwurrent Who airy other live loads,
4)•This truss has been designed for a Piro load of 2(1.Opsf on Ne bottom tlwrd in all areas where a reMangie 3-6-0all by 2-04)all
.VIII batman the bottom MON aid anyoWer members.
5)Rater to girders)for buss to Muss wnllacliare.
6)Provide manaar ical wnnegion(by others)M muss to Ueedng plate capable M willlstalding 119 M Uplift at Joint 6 and))Ib uplift N
Joint 1.
wean. VWryaeYpnpnmemenaflE4p N0]ES UH.,eim.'.IMEichans <NLE..aua Am.ISD ....FUNEUS"
WWJi wfl]!n w:wYY wm MIW,04corvacMS.IMCeL{p a Irnrtl MY ulwn{srmrelors Yxrvn,.mrl arta m MiW M 1MdIiXI��an{n¢nLml
I�w ryalMi.P¢Iweun.lnaWKKpdapprvx inml VeMYIKUgIbWllyWdKyquearelwemJ V0.'�1Y�^fn'^ole tt�k ImMln Flo Ywavatllepic hsuroh Hknu atich9htlkalW tela wavenllv:MIPH aNMNMW MHIweOadln dwie nieoiP bmYY. (�MXcnl MmryrxY maPanvJRnU. ^•
ttlwaV.�eaeea la sMfMwdbpavuaidlryre Wlhpmdepnwntllar•Y ndp4eMtlmiWe. Fxproune glWueren�edplka 4W4PEb E�1 BN4.
gxtnlbry ilppaa GtlNay.xwMeM ba�ip olMmesad Mmsyalen�Y'�AXWINI iIfry CNEM.peede0NK51 suIMInPCpnpannl human, JeIO
WMy IrlanwXm wcMaeb Ycm InID W1e YetlMe.21e N.Lee Sheet SLIM"',-mmuml V.e Y(f1E.
Job T. Truss Type Oy PtyGreenwood
T8B20210'
10391T0 TOB Heli Hip 1 I
JOD Rfie2016 hrc ale Ind rIN) 1
BMldirg Caporer6Supply, Jeckwmnlle,FI32256 6010sApr202018 MITex Illus ZOSY,tPEs Jun 2411g4tR)POIDM34Pi
10:IAP6NSHZ4Bdc8e9m3YUN4yZ8aeODp1671ksoZOOVNPE4jsNOCWFggAbplYVlDriz31p0
we2 M11-1 1644 "M
6-06 F 511-10 4Rd bS12
Bus I BUN.136.8
46= 244 11
0 14 4 15 5
S.O 12
13
2
12
yp 1
C
a7 16 1]
6
me II 241 II Bxtz=
866
611-10 IR, 0 2000
666 &&0
Plate Onsets(XY)- 1142-1261-SLlffb&1262-0I IT64-12Ed0e1
LOADING(paQ SPACING 2-00 C81. DEFL In (lot) IntelL/d PLATES GRIP
TCU- 20.0 Plate Gulf,DOL 1.25 TO 0.41 Verl(LL) -0.15 67 a999 240 W20 2441190
TCDL 10.0 Lumber DOL 1.25 BC O.TO Ved(TL) -0.40 67 aW(r 1B0
BCLL 0.0 ' Hep Strew lncr YES WB 0.74 Horz(TL) 0.04 6 one,
Ne
BCDL 100 Coate FBC20141TPRO07 Maidx-MS Weight:11116 FT=2096
LUMBER- BRACING
TOP CHORD WSPNo.2 TOP CHORD ShucWrel wootl shmiNrg dlredly applied or4-86 of purfins,
BOT CHORD 20 SP No.2 except all verticals.
WEBS 20 SP No.3 BOTCHORD Rigid selling dines yappllad or 990-4 oc bracing.
WEDGE
Left:2x4 SP 1,10.3
REACTIONS. (Iowum) 1=821N5-8
Max For, 1=145(LC 12)
Max Uplift 6=-134(LC 9),1=-71(LC 12)
FORCES. (Ib)-Max.CompWax.Tan.-Allfors 250(Ib)orNesexcept Mwdrown.
TOPCHORD 1-2=1CB524g2-3=9581169,34=-813/194
BOT CHORD 1E=34&1318,7-B=34&1318,6)=10.N532
WEBS 2-7-55)/170,4-7=82/451,4-S--816229
NOTES
1)Wird:ASCE 7-10;Vull-lWmph(3-sesond guest)Vasd=101mph;TCDLc.Opsl;BCDL=5.Opsi;1=250;Be151t;L=2411;eeve=Ift;Cat.
IL Exp B;End..GCpi=0.18;MFRS(OireclionaN and C-C Eldedor(2)O0-0 to 3-60,Inledor(1)add to 120.0,Exte6um(2)12-60 to
16-24 zone;OC for members sill forces 6 MWFRS for reactions shown;Wmber DOL-1.60 plate gnp DOL--1.80
2)Panther adequate drainage to prevent water pording.
3)This truss has been deegna l for a 10.0 psi bottom chord live load noncomubenl with any other live loads.
4)-This truss has been designed fora Ilve)had of 20 0Mf on the Do0om shot In all areas Mere a rectange 3-6 0 tall by 2-D-0 wide
will fit between the MR.cMad and ares other members,x116 BCDL=10.apsf.
5)Refer to glyder(s)for Russ to truss connections.
6)Protide merhaNral connection(by o1Ne e)of trues t0 baanng plate oapaMe of w/thetarang 134 a uplift at joint 6 and 71 Ib uplift at
joint 1.
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me�Ywth MIeA®cwrecbrs.IMrleWhnk[rmrl aYY ulbn�rmerlorsaxrvnv dJh la m YxNNd�tl b+k1Yq cunpx,ent.rel
N�MIers, fifi ux lra 6WMV�Vora tln^.1 g41t re.. Mn"tro, relarrM ryr.N fwurxaole tiw�VT Wlo lt¢uveMl
pprpml3rt BMglrtlkoleUkbg ", [uctlxp of uutJo.r(a eua soon,.no memCaf, 1.
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MYldxp Component Supply, Judleasmlle,'132266 0.010 a Apr%2016 MITei Industries,Inc. Fn Jun 2411:25122016 Pagel
ID:fAPSN5H249dc8e0N3YUN4yZ8ee-9PNt KLWMhF0VUzMPeLI4eCJv01VOKOMRx34pN
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Plete OBseb[%,YF- 110.2-1201-5113:031262-81
LOADING(psi) SPACING. 2-0-0 CSI. OEFL in (bc) Well 2
W PIAT/% O1NP
TC11 20.0 Plate Grp DOL 1.25 TC 0.]4 Vari -0.05 " >989 240 MI20 4//190
TCOL 10.0 Wagner DOL 1.25 BC 0.55 Veri -0.16 " u999 150
Bi 0.0 ' Rep Stress Bar YES WB 0.83 H.(TL) ON 5 Na We
BCDL 10.0 Cade FBC2014/TP120W MaMx-MS WeIgM1C 1101b Iii
LUMBER- BRACINf>
TOPCHORD 2WSPW.2 TOPCHORD Slruc min sNathiWg redlyapplied 4-73WWM11e,
BOTCHORD 2x4 SP N0.2 exceptand Yeosi
WEBS Zx4 SP Noi BOTCHORD Rigid calif,directly applied Or 1010 oc binding.
WEDGE
Left:2W SP No.3
REACTICNS. (fithum) 5=@t/Mecllarllcel,1�21/O S6
Mss Hoa 1=169(LC 12)
Max UPIIft 5=91](LC 12),1=-04(LC 12)
FORCES (Ib)-Mai C fth,,Mai Ten.-All forces 250(Ib)or lees except when shown.
TOP CHORD 1-2=1454/18,2-3=]6W124,3-0=b W155,4-5=-0662M
BOTCHORD 1-8=32]/1282,&8=32]/1282
WEBS 2-8�I2]2,2A=]2N180,48=-21 Qr538
NOTES
1)WiaL ASCE 7-10;Vu11=133mph(3 second gust)Vasd=101mph;TCD".Opat;BCDL=5.0pe11h=-i B-=l5K;1x2411;eave-=Itl;Cat.
II;Exia B;End.,0OpI=0.1,MFRS(directional)and GG Exle0or(2)O06010 3JYO,Inkhoh1)3-0-0io 14-00,Exlellor(2)14-"to
18-2-15 2o116;C-C for members BM forces 8 MW FRS for reardoom shown;Wmbeh D01-1.6)plate g0p DOL-1.60
2)Pmllds ed"uWe dmiimge to preventwaler ponding.
3)This Wes has Sean designed lore 10.0 peg pother chord live load nonconcuhhentWN furryaloes Iive loads.
4)-This hiss has Seen assigned Ica aIlya load of 20.OW On me bogem Moro In all areas Mare a racmngle 36 pll by 2-0-0 fads
Wil fit between the di c1mN and airy other members,win BCDL=10Apaf.
5)Refer to glyder(s)for hose to those corrections.
6)Provide mechanical connection(by others)ot those to be uln,plate capable 01 Withstanding 117 Ib lyni at joint 5 and 841E Might at
joins.
Q...-very 6E4a NOTES on.sad NCLWEO sures aEIF ...a srs"n nu,undraf159EEOFE USE.
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edugSeMwollMoesn' gbPawnl<CkPe WmI.aW�WIeuM IIIaYW P@LThYd nWe.MOMKId PA2x'�a 49 he
kbkdbtalume.dllanefaaclkn 0YsstrenUdXlessaldlnnMlem6BeAXY/hed.VA MCMMb.GMd9 Ma N.Ytl IM1lhp Col�parp 6904 ea�ke Enl erM.
1d4h Wpmdol�auiL.t'.le can Tom FIOb Mote,210 N.Lee ShaeL 3pba14,Obmgh VA M14, Le�rye.FL 3Mta
doeTruss Trus Type Dly Pry Greenwood
6920212
0331T0 TOB HIP Job Reference loo onell �I'
Bush,Consisted S,aii Jecksomllle,F132266 8.010SApr2020'ses"iilostwOmic. Fn Ju1241110:222016 Pagsr
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1800 %113 2 4
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LOADING(psi SPAdH6 2-D-0 C81. OEFL In (bc) UtlM W PLATES [MRP
TCU- 20.0 Pleb Gdp DOL 1.25 TC O.T) Ved(LL) -0.09 ]9 >889 240 MT20 244/193
TCDL 10.0 Limber DOL 1.26 BC 0.65 Ved(R) -0.25 79 shat 180
&CLL 0.0 ' Rep 3116.Ucr YES WB 0.60 Hoa(TL) 0.04 6 Na we
BCDL 10.0 CaN FBC201UPI200] McV6l-MS Well 124b FT=.
LUMBER- BRACING'
TOP CHORD 2A SP No.2 TOPCHORD Structural Mod sheath dlrildlyapplisd ur4-0-9 oc W6na.
BOTCHORD 2x4SP No.2 wept ental seduces.
WEBS 2x4 SP No.3 8O7CH0RD Rlgld calling dleolly applied or 10-0-0oc bracing.
OTHERS 2x4 SP No.3 WEBS Web Blece:Length(member) 6,65(2-7);
WEDGE
Lea:2x4 SP No.3
REACTIONS. (IWslze) 1=8210-5-8,6�21IMxhanlcal
Max Hoa 1=193(LC 12)
Max Uplift 1=57(112),6=-125(LC 12)
FORCES, Ob) M Canp.l .Ten.-AIIforces2WIlb)orlessexcept Mianshown.
TOPGHORD 1-2=-1415/15],2A-5]]02,4-5-434/1-01.56=-]93223
BOTCHORD 19=4307/1239,79-307/1239
WEBS 2-9=0/333,2-]x•0]&21 1,&]=21061180]
NOTE&
1)Unbabncat had/led loads have been considered for Slls design.
2)Wind ASCE 7-10;Vult=130mph(3-tawnd gust)Vai d=101 mph;TCDL.SApai BCDL�.Opsl;h=2511 B-F5i8, --2411 asVmlll;Car.
II;Esp B;End.GCpl=0.18;MFRS(directlonai and C-0 Ebedoni?)080 to 399.tria (17 3m to 16-Oq Exbddr(2)I6-00 to
20&4 zme;C-0for members and falces 8 MW FRS for reactions shown;Lumber OOL--1.60 plate grip DOL=I.60
3)Protide adequate drainege to prevent water ponding,
4)This tNss has been designed for a 10.0 psi bodom Chord/IVa load nonophcurnerht IMIh any other Ilse loads.
5)-This duct has haen designed for a live load of 20.0pef on the bollom chord in of areas Others a inflator,3801¢11 by 280 Ade
Mil M bemaen the bnaom Mord and any other members.
6)ROOF to giNe!(e)For truss to truss connections.
7)Provide mechanical connection(by affiant)of Imes to bearing plate capade of withstanding 57 to uplift at joint 1 and 125 to uplift at
date.
Q as..-asFary en Wnlur✓x CIC READ NOTEa ON Tea ANO MLWW INER aEFEMNCE PAOE M6]IAnv.16 1. FVZOp USE
gykp WpM�aYY`MT Mlekbicrnwwavi.RbdndnhMa�irneYUVn Wa^elas Ywwn.wd 6Iw nr ANMYlxM11Fu mnl wnl.m1
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t,Jurourn n.exlgll alMalo Mevenl MwtllyolVdM4r]IlusweDmllolcM/amwMerswYY. NMIIaM lama*rvv w�dPmnw,enf MacR51
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. Fa pahwtld lack erep[xdYrd ll'e asp yeM EwI BN4.
bMk:ulbn.vlwaan.ddNery arxlM m[IM LC1 o11n1uaaxl -cas m4 JNL/IRI OItlIhoNwlt.oa!-09aq lLlI BUIMrg CpnMlxnl T-.:FL 61610
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Job Truss Tress Type Cly Py Greenwood I
T6920213'.
10331T0 TOB Hip t 11
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ID:iHPS 169-13dc8e9m3YUN4yZ6ae ticwP% OOp6Ns3M1WI6Bm,T92%DeWXFOD81(cl¢91pM
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]414 15913 M&0
LnI Tloa 4.10-3
Plate OBaBN(XY)- 11:O2-12.016114:01-12A261
LOADING fast SPACING 2-OO CSI. DEFL. In (roc) Udell Ud PIATES OMP
TCU- 20.0 PNM Gdp DOL 1.25 TC 075 Ve0(LL) -1y-9 >999 240 MT20 244/193
TGDL 10.0 Lumer bDOL 1.25 BC 0." Vi -0.24 )8 >999 180
BOLL 0.0 Rep Shaw mor VES WE 0.66 Horz(TL) 0.04 6 We We
BCDL 100 Code FBC2014/TPI200T MatIIxJAS Welgm:123ib F7=20%
LUMBER- BRACING
TOPCHORD 2x6SPNd2 TOPCHORD StruduraI.M.0eatbingdim yappllWd 44-14ocpud0ls,
BOTCHORD 2M SO No.2 exceptend vinical5.
WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly dopiest or 10AO oc bradrg.
OTHERS 2x4 SP Noa WEBS Web Bruce:Length(member) 6.5-2(2-7),
WEDGE
Left:2x4 SP Nos
REACTIONS. hi 1=8211 5 S(; 2I Mechardaal
Max Hoa 1=190(LC 12)
Max Uplift 1=-5)(LC 12),8-124(LC 12)
FORCES. (1b)-Max.GompzTAax.Ten.-All to.250 tib)on Il iii amen shown.
TOPCHORD 1-2=-141W161,24=5940],4-5=-651/115,56-]911224
BOT CHORD 1-9=-30611244,)-9-309/12"
WEBS 2.9=00128,24-86U209,S]=-2061&0)
NOTES
1)Unbalanced roof live loads have been considered for this deal
2)Wind'.ASCE]-16 Vu0=13Oeph(3a%md glut)Vo=w_101mph;TCDL=S.Opsf;BCDL=S.Opd;h=25f1;B--0.5f1;L2111;gave=4M,CeL
11;Est,B;End.,GCp1=0.18;MFRS(directional)and GC Eaedor(2)60.01034O 1niedorh)3-0-0to 15-9-13,Extehor(2)1"-13
to 260-11 zeal for members and forces S MFRS for elections shown;Lumber D0L-1.80 plate gm,DOL=1.60
3)Provide adequate drainage to prevent water providing.
4)T015 truss has been designed for a 10.0 pal boOom chord live load nonco eument agh any other live Intel
5)'This smile has been designed for a live load of 20.Opst on the bottom chord In At meas amara a rectangle 3-6-01911 by 2-00 was,
will lit be ween the bonam chord and any other members.
6)Refer to girders)for Wes to truss connections.
])Provide mechanical comedion(by others)of truss to beemg plate capable of Withstanding 57 to uplift at joint 1 and 124 to upNt Of
)dntb.
QW4/M'WOVWly 4xlpnpummrxvwi4flE4p Ne rt5 eN iIPSINO W[LUUEO"REN NEFEN4NCE F4aENP]0Trv.106Yt015aEFONFU4E.
(ns WA]lwumone', Masono'vwcbrs.M veWnab�e¢]oNVi WaneleoYrnw.mU ,ryi VtlmOss4 Mtlahle re.hml.roi
bIrrmrMa^ Peiueiee.IM Wtlr9 rM+NJrien in�nl voXn uwr4+WeWinoi daVr luu�nlataM wW�riv4rcciFwarn no ar one calm vemb
i4TgdsY}r. aacfxliMkaletla ro aevnrn aKxaN nriMxklux m,nww<raN,r crura mwrib�.mr.wmiow IemP«ay o0-ParnarenrbIXYg
P.
tdwolsrmyaJ'la WIMIMmObpncenlcdi4<e WT 0091"9 C4 iMrYmlP�itYtivNOR. rpgamar ar.MaK rnWd�q Me
g0- esertlaane.tl Inm. e laeml hacVgollutere, hos ayelerIf reeM1N9NMt 1U CTMo.Oled9oM BCY WMYrp Gonipaani missal Enda
NNry Ylamaxan aWade hwn 4urlMle MINr4 216 H.lea Shn1.5JR JI2 HeiQAb.Vh2914. blrye,ft eA10
JobT. Trull Type Ory Pry Greenwwtl
8920214
1033110 TIO Heli Hip 1 1
Job Reference loo-onail
Building Componsnl BOPoN. Jeckwwwlle.Fl 32258 3B.OtOSSYUM016NITek IMusMes.Inc. Fli Jui 2911:8: EduBPepe1
IDdAPSN6HZ4Bdc6ekb3YUN4yZBae-SOUnkO0u4j»!oet4NdOU?Oe0&gNxdlEtlueKfl4pL
6-01J 1.1013 6.1"
LnJ L10-9 L103
6m
am=
3 14 15 4
spp tz
t3
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t
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s
am II 34 II 346= d10= 2W II
61H 13-813 A90
61H &100 L103
PINe O83e6(X Yl- 11:D2-12.0.1-51.130312.O2A1
LOADING(pef) SPACING- 200 CSI. DEFL in (lw) Vden Vtl PLATES GRIP
TCU 20.0 Plate Gtlp DOL 1.25 TO 0.]5 VeR(LL) 0.05 59 >98B 240 W20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.56 VM(TL) 0.16 69 >99B 180
BCLL 0.0 ' Rep Stress Iwr YES WB 0.80 HOG(TL) 0.04 5 Ne Ne
BCDL 10.0 Cods FBC2014/FP1200] Mehix-NS Weight:toe lb FT=20%
LUGBEM1 BRACING:
TOPCHORD 2xISPNo.2 TOP CHORD Structural vpod sheathing cil lly applied or4-7-4 oc porins,
BOT CHORD 2x4 SP No.2 except and veinal..
WEBS 2x4 SP all BOTCHORD Rigid calling dlnaclly adored Or 1000 ac bradng.
WEDGE
LeR:2x4 SP Nil
REACTIONS. (INsl2e) 5=821/IAechanlcel,1 21/0-5E
hilar ROG 1=166(LC 12)
Nan Upli0 5=-I I19).1=O5(LC 12)
FORCE& (Ib)-618x.Comprvie Ten.-All 1orw5250 Qlo)orlms exwpt Wren shown.
TOP CHORD 1-2=115]202,2-3=481/129,94=A39/159,4-5=-]63228
BOTCHORD 1-8=329/1285,8-8-329/1285
WEBS 2-B�1266,2-6=]01/182,49=-210/844
NOTES-
1)Unbalanced roof live loads have bean considered for the Oeslgn.
2)Wind ASCE 7-10;VG1=130mph(3-second gust)Vasd=1 Olmph;TCDL=S.opsb BCDL=5.OPoI;h=25g;B-=1511;L1M6 evi Cal.
II;Exp B;Eml.,GCpl-0.18;MFRS phrecbonal)and C C Extedor(2)0.00 to 300,Interil 3-00 to 13-9-13,Exlelbr(2)1SS 13
to 18-011 zone;C C for members and lodes 8 MFRS for reactions shorn;Lumber D0L=1.60 plate gdp DOL=1.80
3)Provide acetone dominate to prevent water poising.
4)This tntts has been rosugned for a 10.0 psi bottom drool live two nonwnwhenl with any other live Ioads.
5)-This truss hes been designed lora live load of 20.Opsf on the bottom chord In all areas wOera a rectangle 3 60 fell by 2-110 Wde
sell id beMaen the bottom chord and any other members,Wth BCDL=10.Opsf.
8)Reler to girdar(s)for Iruss to lies wnn ancon.
])Provide mechanical cohnedlon(by toners)of truss to bearing plate capalNe of WNslanding 119111 uplift at joint 5 arltl 66 lb uplift N
joint 1.
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IaCbpWbv Baelgl�aNdkla PovenlLucFWp oriMMYW MmwebaxVwcrwvtlmanCertuiY.M]W>'l lon4e'4W adpamamr backp ek•
kdwayaiepANld NdYMatlblaesmlcdkWoxXn Wado M�Imx M+Yatlpc{alYm�wVo. faomnd P4Y�ca iel,agRre
knkald'L9a<pe.Eelfuve on hums Me nature,
tesnWFypxn sse eXL/M r VAMCMxlgp3k99eM%91 M4wp COngmvA 8804 Peb EMBW.
SMrylnlwmOM arcXMerranlnealbb MMOMa.218 N.lee 5teo1.AI1e 312 NoxaWlo.VAZI3I1. ielrye.FL 9M10
Job Trues T.Type ON PY Oreerllrootl
T9020215
1N31TO TI Hall Hip 1 1
Job Rerolerce(aMbnan
Building Component SUppy, JWsomill..R 38250 8.010s AVX2016MiTeklMusMaelnc. Fn Jun2411:20:242016 Paget
to fAPSN5HZ4&k6ee1b3VUN4yZ8ea 60UnkO8c9,¢0.%NdW?Q m&TWQJEMBKz34pL
NS- 11.913 1612 F 2080
bt td 5109 tr36 4616
Sra.=I M.5
6 B 2x4 :I
46=
3 14 a Is 5
S.Oo 12
13
2
12
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tl
887 10 1]
6
Y81 DA II 9dR= q6=
_ 5116 11413 2060
511- ~- 9J0.6 0-0O.t
Pltl Ofteea DCVI- 1142-12 P1-5113'P3- 2O2A1
LOADING(Iwf) SPACING 2-0.0 CSI. DEFL In pec) Wel] W PLATE& WIP
TOLL 20.0 Pate Grip DOL 1.25 TO 0.41 Ved(LL) -0.15 b] >999 240 W20 2W190
TCDL 10.0 Lumber DOL 1.26 BC 0.70 VMt(TL) -0.40 b] x623 1So
BCLL 0.0 ' Rep Sbasa Iron VES WB O)4 HOR(TL) 0.04 8 me we
BCDL 10.0 Cade 1`1302014RP1200] Metrix-MS Wall 111th FT=20%
LUMBER- BIUCING
TOP CHORD 20 SP No.2 TOPCHORD Slmduml wmod sbetllgng dredy applied!or 487 o print,
BOT CHORD 2x4 SP No.2 except and ladders.
WEBS 2x4SP No.3 BOTCHORD Rigid celling directly applied or 9-10-2 ac the lnp.
WEDGE
Left:2,4 SP No.3
REAC11ONS. (Iasi.) 8=021eMecllenbal,1=82110-58
Max Hoa 1=142(LC 12)
Max Uplift 6=-138(LC 9),1-]2(LC 12)
FORCE& (Ib)-Mex CompJMax.Tim.-All forces 250(to)or leen...when shoran.
TOPCHORD 1-2=-1485243,23=962/1]2,30=-821/194
BOT CHORD 18-349/1321,78=34911 321,6]-14].49
WEBS 2-]-55&168,4-]-]51436,+6=-825A30
NOTES
1)UnbManced pool If.bade have been consaered for thle design.
2)W not ASCE 7-10;Vult=130mph mea and gual Vasd=101 mph;TCDL=S.Opsl;BCDLr5.Opaf;825X;8450;I-24ft;eeve=4X;Cat.
II;EV B;End.,GIp 18;MW FRS(di refichal)and C Extill1P0.01066q Inbnor(1)30-0 to 11-9-13,Exador(2)11-9-13
to Cbl-2 wrl for members and fortes 8 MW FRS lot readlons shown;Lumber DOL=1.60 plea gap DOL-1.60
3)Provide adequate C1Nnage,to prevent wear ponding.
4)Tds fal has poen doingned for a 10.0 psi bottom chord live load nmwlwurrant Mth any other live loads.
5)-This tense hes been designed for a INN load of 20 Opt on Bre bottom chord re
In all areae where a rectangle 360 tell by 2-0 0 wide
MII m between Na bom 0ochord and enyothe,members,Stith BCDL=10.0,(.
Bl Rafer to gbaer(e)for trial to buss oomledXOnB.
]l PpoNda mechanical comledlon pry others)of truss to gaining plate capable of Wthsanding IM It,uplift at lolnt 6 and M to Uplift at
joint 1.
Q w4RN - v"-a-pnmmtlm--DNO--IN94NOMC1UOEO IMIERREFERRN[EP40EM'F1OLrv.IhtlYN159EFOREUSE Yp
0.43n wa.lu-.1.r,Mlleb9 anredoa rho-vonar-l'.0 pvmpxurminrstlwwn.ufo lormldlKW Wlelpy mn{nvunl.cal ��YY
e-INU n.6eWou®.IlaNMN.I~-mmlvglp llc q{#kIXMlNold�Sln VualrelerseN upelY�dr��nmK[levan tllo Ru+wuJl
InMFptlugn. ®wtpla.clle[Ihlo uevnnl b:cNm U1MbMW mlaweOaMln d..rl Uianba:oMv.A<..Ibn,RmpsaYmdpnnannl M,x:ly MiTek'
sa.malevaled RrNtllNa.l lO w.Venl.:wmrawlnnad+avaR.oia w+rmdwepemrmnma. "vormam Pru�P,ra ra9�a in n,a woe P.nr 6r beat
ld»rnw.do.mp..rel.�v«I�Ilmalaanpaawaenanwmlmma.aaArmmll alwny ox.m,we-w o.e ecalwmlm9coinPP l im FL 3.
wile,eMnpXon Ovr4 fvm ale,face 0a21a N.Ne Sbual.SIR 318,Nexa�Ma VAM14. ^
Job Tors Truss Typo Oly Pn Coari
T3920218'i
IDWITO T12 Half Hip 1 1
ab Rel
BUMIrIg CorrgorpMSuppry. Jmkmmnlle,R 32258 e.0108AVislig 8Miieklndua6isaim. FrIJM1241128:252018 Pap,
IDSAPSMIG549dc°e°N3Y1I1,14yZesa-2_29yM]Fw13gc9D3a4810Dyula4be XdRMI pK
7"
.13 151
F00 2 9-13 662 SS2 1
Scale 1:s.a
spB 410= 2N II
3 15 16 4 17 5
5.09112 24
2
14
13
f
a ° T 8
4811 410= = b411 45=
6913 152-14 2060
Oa 13 } SS2 662
Plate OO-sets(&Y)--- ri:O2-120-1-51 [3:03-1202-e1
LOM M(psi) SPMIND- 2-0-0 CSI. DEFT. in Qac) VOell Ud PI m GRIP
TCU 20.0 Plate Grip DOL 1.25 TC 042 Ved(LL) -0.1] 9-12 >999 240 wo 244/190
TCDL IOD Wmber DOL 1.25 Be 0.]8 Ved(TL) -0.48 412 >518 180
BELL 0.0 ' fled,Stress Ina YES WE
0.88 HorzQL) 0.04 6 Na Na
BCDL 10.0 Code FBC2014]fPY2007 Metrix-MS WelgM:10]Ib FT=20%
LUMBER BRACING,
TOPCHORD 2X4SPN0.2 TOPCHORD Slmctumlw sN atNWdlm09yappliWor4-4-1a pudlns,
BOT CHORD 2x4SPNo.2 exceed end vedlcals.
WEBS 2x4 SP No.3 BOTCHORD Rigid wiling directly applied or 9-11-5 oc bowing,
WEDGE
Left:2x4 SP No.3
REACTIONS, glos ) f<821Rdechanlcal,1=821105E
Mex Holz 1=118(LC 12)
Merz Dp110 6--150(LC 9),1—T9(LC 12)
FORCES. Qb)-Max CompJMax.Ten-MI tortes 250(lb)or less man Mien shown.
TOPCHORD 1-2--1390.2P,23-1124229,3-4—B9S22]
BOTCHORD 1-9=-341/1224.79—1 PA83,8-]=9nn93
WEBS 2-9=-339/183,3-°=028,4-9-_642]8,46-99722]
NOTES
1)Wlnd:ASCE 7-10;Vuh=lWmpb(3 second gust)Vesd=10lin ix TCDLd.Opsl;BCDL=S.Opsf;ri B=450;L=24X;eave=40;Cal.
11;Exp B;End.,00p1=0.18;MFRS(directional)and C-C Extedor(2)060 m 3-0.0,Intedor(I)3-0E l049-13,Exledor(2)"-13 tp
14011 zobs;GO for members and forces&MW FRS for a s mons show;lumbar D01=1.60 plate grip DOL-1.80
2)Protide adequate drainage to prevent wader placing,
3)This truss hes been designed for a I OC psi Whom dmrd live load noncornurrenl M01 any onset five loads.
4)-Thle imss hes been designed fora live load of 20.0psf on the bdtom chord In all aem where a rectangle 38O pull by 2-0-0Mde
MII fit between Ne bottom chard and,any other members.
5)Refer to girders)for Hass to Imee connections.
6)Provide m sonanical oomei(by others)of truss to bearing plate Wade of a thisdanding 150 to upim at Io1M 6 and Mb Win at
ldnt1,
,
wxllNwe1YrpppenmfmanLwG°NOIEa PY IXI3IXa M'CLYMaMIIEN flFfEIIANCE GROEY41<1]nv.INW^AIS aEFaflE USE
ne6hu wkl l—wN-tYxllb Mldl®com+dwz.IlBdeNa,a WedwYYULon Wmielers Lawn aMls fwmhlMAM MMMxl ezzn{grent.ml
Ivzi. pro n, InsWaq�iw murend II'e ggk2tlty o1�Odb Ixamplenarc]popnlYkawµa le II'Eefor,and IMo 1
Wag CeLpx 4ac113Mcaletlabpevatl[uctlhadP MWyINi WeEaM/ucMd mem[asgaY.MUAwllemMxaYm][»mvwnld¢Inp )
xWSri lOpeedbfMl�lym]lo pevenlml4mwNalwWbFawW x6ryogP VeriYdanWa. rwgiaalglauce repwOglM
pMlCalbl zb�e,detVwy,aeclM aM Motlp olMmb:aMlnQaWlm¢awAXk1/I%I GYYIY C6vIo,pY-09aq eC914tlyCamynlnl IsW li,livea,13EMtltoM.
lyMy FNCwnln�w6't1a porn MpgaK ImIIMe,RIe N.Iea50ee1.SJ631Y.NxzmtKl VR?1311. aM
JaE Trus T.TypeOty RY Gesnnood
T0020217
IM31TO T13 Roof Spaded i I
JOE Refelance 0 IIOINI
BIJIOInB CaTgolwMSupply, Jacksonville,832258 BoloseyUrI 016MI&WiBu hEJ c. Fd Jun 2411:202620-D pi
10:fA121" 48dc6e L:1,4 4yZ0aa-1BSY9i0MIBl,EJOFCaIUZOVOLGTIIUIXIBM_DDvM11pJ
]-00 ]-1oa 1040 8103 1141 2080
]-Oo o-t0a zSe 2b3 tsl WE
SAM-1:35.]
3A6=
3
Me= S9.
yy II a5=
5.do12 2 4 5 6
16
14 a
a
9 1
d 10 0 0
Ads 11 21611 26 4xlo= 2411
7.108 10-4a ILL" 1434 2080
7203 2-68 283 161 8412
Plat OIhMa OCYI 110-2120 SIR' AEd0e113:03-O Etl0e110041 Ed0e1
LOAdNG(p,p SPACING 2-00 CSI. DEFL. In (loo) Vdee Utl PLATES GRIP
TOLL 20.0 PNte Gdp DOL 1.25 TC O.Bo Ved(LL) 'b-1013 >999 240 MT20 244fl80
TCDL 10.0
Lumber 1.25 BC 0.5) VerIQLI -0.241013 >999 180
BCLL 0.0 ' Rep Stress for YES W B 0.48 Horz(TL) 0.03 7 ma Ne
BCDL 10.0 CORE FBC2014/TPIM7 Mwdx-MS Weight 1081b FT=PO%
LUMBEW BRACING
TOP CHORD 2WSPNo.2 TOPCHORD Structural weotl sheatNng directly applled or4-2-2 op nalls,
BOTCHORD 2W SP No.2except erd vedicals.
WEBS 2x4SP ,Ta BOTCHORD Rigid calling directly applied or too-0 on bracing.
WEDGE
Off Mat SP NO.3
REACTIONS. (INelre) 7=821Mlechanlcal,"21M-5-8
Mex Hoa 1=94(LC 12)
Max Until 7=-118(LC 9),1=-82(LC 12)
FORCES. (Ih)-Max.Comp.Mlax.Tett-Allforces25o(Ib)wlessexIDERAlensMvm.
TOP CHORD 1-2-1385243,2-4=101]213,45=10]&212,5{-107Ml2,67=7Ml96
BOTCHORD 1-10-26Y1204,&10=26511198
WEBS 2-1RAY291,246-31093,5-0=-01M1e0,80=-23511195
NOTED
1)Unbalanced roof five loans have been considered forthis design.
2)WiRc:ASCE 7-1o;Vuft=l3 ph(3aecond gust)Veal=101mph;TCD".0psf;BCDL=5.0w;h=25X;B-45M tr24ft;eave_4X;Cat.
II;EV B;Encl.GCp1=0.1R MFRS(directional)and GC Eneriotj2)000 b 30.0,li tellodl)3U-0to 1(Y1-0,Enedorp)10-40 b
129.14 zone:C-Cfor members and forces 8MWFRS for reactions shown;Lumber DOL W plate grip D0Ia1.60
3)Provide ad"i drainage to prevent water ponding.
4)This man has been deslgnad for a 10.0 ql botam chord Ilya lead nonconcunent wllh any other live loads.
5)-This Muse has bean designed fora live load of 200psf on the bosom chord In all Drees where a rectangle 360 tall by 00 Al
will It belwxen Me bosom chord am airy other members.
6)Ruder to doer(s)for ttuss to flus,connections.
7)Cloida mechanical Connection(by others)of flus,to bearing plate capable of wllhstarding 118 to uplift at joint 7 and 82 to uplift at
jam 1.
8)Graphical puriM representation does not depict Me sire or M6 orientation of the pudin along the lop andbr bottom chard.
Q wpaNNe-Varx,ANN, EAwNn And READ MOTES ON TMB AND xICLVOE0.INEN REFERENCE 1I6E MLL1IA m.Intel EfimDas VSE
VACIWp for as aeYv.1A Mlek&cwne,a., Ural oxx—v s9xrvn,.,tvf E UR.TA.A WdV cdnpa "le,l
IMlyMan BNna w.Ire dYMp Ueabm mrtivwlN ire gLJkWNadeYgi nal4relenm]qupcxN Lcwgxalamkde4Fl 610 Rewmdl
yJp 2Yp�B lylltltalNl4bgareMlxa'J9golf lvlGxl Luawbml/aclvdmFnCdf aeY.IYN11my 1amV�Y4d�armeM hlaJ'IV
•tluawrepAMia eklYXYaWiage'Anlcd�»nwllnpvGeFa� Lx4AY adgcpdYd�rW/. fa0.'a�M9WOVn1a9a�VXK ma<hb btl N'X.
WY.mIa�NaWa.dalM1W.eleclkn act Moyln WLlms+aglluvsWemc ree.VIWM10ufh Mwb,OMi9ageCll MilMVeclnMrwe TAn4a.FL,itO
,y41y yygmdpn tan Ina N,Re IncXMe.RIBN.Iec Seeei.elle a12 NemrM6 VRTA1<.
rJob Truss Tues Type city my Oreenwooa -
T0820218'.
f0391TO T14 ROM Special 1 1
Job ReassuW16IA0e k apt one
BUNIIp COnppuM Supply. Je<k»nvtlle,Fl32258 8.010 sApr 202016MITee&StL hEl F Fri Jan 241t;R8:262016 Paget
ID:IAPBNSH14BOc6e0k3VUN4yZeee-IBCYGBMLBM1EJOFCOIUZOVOTGVqumiBM_DDY.+IpJ
1040
' ]-60 31 U. 1P13
Sub.135.9
6a8=
3
5 n 12 D%\
4 u
R 13 &a ass
4 5
15
12
jtl
B ]
He 11
1010 F 14103 2P84
164-0 433 5413
PIM OII lef 110-2-120-15114'03 20341
LOADING(pan SPACING 2-00 CSI. DEFL In (los) Well W PLATS GRIP
TOIL no Plate GAP DOL 1.25 TC 0.59 Vaa(LL) -0.26 6B >9B8 240 Ml20 244/180
TO 10.0 Lumber DOL 1.25 8C 0.]8 Vea(R) -0.81 83 x103 180
BCLL 0.0 ' Rep Streas Ilwr VES WB 0.55 Hor[QL) 0.0.5 6 We Na
BCDL 10.0 Co0a FBCXH1 pI200] thetas-MS Weight 1041p FT=20%
LUNBER� BRACING
TOP CHORD 2x46PNo$ TOPCHORD SWcluml sabot s0al ing dilectlyapplied or4412 bcpualns,
BOTCHORD 2+4SPNo.2'Excep(' erne srd vealcale.
1-7:20 SP No.1 BOTCHORD Rigid cablirg dlraclly applld or 1040co,bradN.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 468(48);
OTHERS 2x4 SP No.3
WEDGE
Left:2x9 SP No.3
REACTIONS. bass.) 8=821M18chanImLl�HM-5E
Max Hoa 1=70(LC 12)
Max Up'lil6=-96(LC 12),1=8((LC 12)
FORCE& do)-Merz Calnp.3Aaa.Ten.-Allforcea260(lb)orlessereeptemenerwwn.
TOP GHORD 1-2=1396268,2-3=1109221,3b-110&205
BOTOHORD 1-0=265/1228,58-267/1233
WEBS 38=BS818,48=321/146.48=1301/300,2-8=36&154
NOTES
1)UnbalNuea roof Ilve loads have been conadered for Nis design.
2)Wind:ASCE 7-10;VUt=lWMph(3seccOd glut)Vssd=lotmph;TCDLd.Opsl;SCDI 6opsf;h=25h;B"r511;L�b4M;aeve=411;Cat.
II;EV B;End.,00p1�18;MFRS(bees idda)and C-C Ede0ar(2)0-0-010 3-00,Wardell)3G-010 1040,Extetlur(2)104010
13 4-0,Me0ar(1)14-103 to 2034 zbneC-C for members and loran&MW FRS forOsadian9 slmsn;Lumber D0L=1.80 pale grip
DOL=1.80
3)Provide a0epuale drainage to prevent water Folding.
4)ThIS Was has been designed for a 10.0 pa bottom chord live load nmcolwunenl MN any other Ilve Ideas.
5)-This those has been designed for a live load of 20.Opei on Me balom choM In all areae Mo.a hedempts 3-5-0 tall by 2-0-0 Mae
MII Ilt between the Whom MOM ane any other members.
6)RBlar to gimeryu for truss to must connections.
7)Provba mechanical oonnecadn(by others)M toss to heading plate capaNe of Withstanding 88 to uplift at joint 6 ane 88 N uplift at
joint L
Q
estates,�VMIy4Wpn p NO;mCPF4d Noise bN nee LVd NCLVOEO Mores a5FEhpaoa"iGe Mb74J 0"mso,b015 elfOaE bae
IInY}i.a4a 1,Nu�ee+vmmrnle�m�orw<wis.nee<tp�¢Ixiwa,ev wonw�aa<l�sbwi oa�¢t�.a,r.awda n4wre<orel>�d�al.awl
sif4y�n.blee UR.rypdglp WYaamw wAN ma Orxa<mrMdaep�Pom,.lendtidp<WIY 5wvµsae RY.d��MdlbrneNl
°waoewlP. avigYVLnb]IrNPeVer4 L1 JLV Mewrcxr4maweoadla<mmma�m.n<Ny.AdOMnllemgtuYaWnemvmlbstg el(•
¢W.ge�eplea kl Y)NhatlbllelBni<d1oPe MMaoedepeigAx4ryad PKenYavl�Ne.Suaanea P4 audd Wd3111a Wa euF.Es1aW.
lease VUA.da4�Y.a j.n45"lbmro'sus., m]e�m MlMN d&.XWNIt OYIh MVM WaMYM aLL BUMPC4aWa.al 1 . IL.1
SdMVMi.nnallbl rn'ydle trvntlW FMa 5etlM14e.zleu.lee stream.axle 31z Ne.u.ab.vnY4lla.
Joe _ -- Tve Tris Type Oty .Pry Dimeenw
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1
09 0219
10331TO T15 Pg0l Spatialt
Job neighbors IOOtionab
Entries Component Supply, settlements,85056 8.010onr202016MITek InOuidnerim. Fri JM2411:202]201(5 POel
ID:fAPSN5HZ411dc6Wrb3wUN4yVaa WNAwN29VSeJYs1MSWB78a2]titr aMdM Ih34p1
1
Wa Ne
]pg 'brae 16N 40.10
wd Scale=1'Sea
59=
3
S 0 12 d
t3 14
2
b � 2ol II
a
ce
1 ry
S T
San 8
� I I
UID— µ5=
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1400 1
ig bons
1D00 a3s
Pip Otlaeb pl,Yl- ft02120.1-5111'03120311 '.
LOADING goo 6PACINO. 200 CSL DEFL In (Iw) gtleB IM PLATES GNP
TCU 20.0 PIaN GOp DOL1.25 TC 0.88 Ved(LL) -0.23 " >999 210 10720 2441190
TCDL 10.0 Lunber DOL 1.25 BE, 0.]B VmI -0.BO " >410 180
BCLL 0.0 ' Rep Stress lncr VES WB 0.51 HdggTL) 0.05 6 Na we
BCDL 10.0 COUe PBC2014?PgO07 Meblx-MS W&ght:0.e lb FT=20%
LUMBER- BRACINtr
TOP CHORD 20SP No.2 TOP CHORD Structural wood sheathing dlredlyapplled 00-7-5 w podine,
BOTCHORD 2x4 SP ab.2•Except except and verXcals.
14:20 SP No.1 BOTCHORD Rigid Lilting dtredly applied or 1000 w bra ing,
WEBS 2x4 SP Nod
WEDGE
Lath 2x4 SP No.3
REACTIONS. (IWside) 8=621Mlachanlcal,t�2t N-SA
Max Herz 1=49(LC 11)
Max Uplld 6=-93(LC 12),1=BB(LC 12)
FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)orwas except Men shows.
TOP CHORD 1-2=138312]0,23-1123228,34=9154204
BOTCHORD 1-8=-241/1225,68=288/1307
WEBS 2-6-MW1d$43-353'162.3-8=-2&557,40-1407/345
NOTES
1)UNulartced rwl live loads have been consid retl for Mle design.
2)W Ind:ASCE 7-10;VUlblWmph(3-s.c g.t)Veld=101mph;TCDL .OFef;BCDL3.Opal;h=250;8=45ft L24Ik save=48;Cat.
Il:Ely B;Etwl_GCp1=o.18;MFRS(directional)and C-C Exlenor(2)00-0w 3-0-0,Inledor(l)3-00 to 10-4-0,Exampag)1O4-0to
13-40,Inledor(1)16-10.31020&4 son n.0-C lot members and forces&MWFRS for neighbors shown;Umbar DOL-1.80 plate grip
D0Ir1.60
3)Fronde adequate drainage to prevent water Ponding.
a)This truss has been designed for a 10.0 psi Whom chord live load nwwttcunem AM are,other live leads.
5)•This truss hes been designed for a I'Wn load of 2O0psf on the bottom hard In all ereaz Mere a rectangle 3801x11 by 2_0_0 Wide
will fit between the bottom chard and any ratter membere.
6)Reler to girdeds)for tress to truss wnnections.
7)Protide mechanical connsetlon(by oblate)0 truss to beating plate capable OI withstanding 93 He uplift at IgM 6 and 8816 upll9 at
Idn 1.
j&WaRNwn-Vwfy tulenpv+mMm mORF}aH0]FS ON gesnaONCLUOEb aMEe REFEeINC em"A inn'.149YI0's BEFOREUas.
�e.T I..ne UMMYwM Mlnfirt tom RCCBWtb LasGaYY upon�annlaseuwm.oMbM�nkMWtd Loaderm anti .1.
x tag.Ulm NB.TaGgpdaLTtw muO uwlly M1aRYc2YlYdslOeT paatnlebadPwLcalxxde trb CmMn MOMovatll
rX.:Mtq CetleM1 N6kgktlCOIT]bb pews dYLlkp dkJA]T6I btnxeb WJ/attlpdntateWsdYY O6]M J NIIMtW aW WOnaenlbmk9
I' woYeteafedMlbl#ayagbp84en1cGl4 u1lhpagge,Lryatd Ffq]atydm�. ldtlPSOvcat4aadlW lin eeM Fab FW O .
A�akxnk�.aMgta.tlMNay.etecknaNl�ig0leuaaxl McWata nearlNMl NfhCMM.DHdeatl adN WYln96smW�1 Tugs.FL aro10M
WNy Inlamolbn mJ[Lie Itan1M%Na Mtllub YIe N.lee Neel.9lb 312 NeiaxJ,16 VF'Qlla.
Job T. Truce Type Oly PN Greenwood]
T8B2022O
10331TO T16 Hip 1 1
Job Reference
� lRal _ e(opfionall
BUIMAComonmaSupryJmooeF256 pr20201OMTabI
nPo 28202016 Pagel
16AP5N5H24Bd] fifilUN4yZeaa- ZiaODYRPTdpMOMHM3CavVr5HpH
840 1280 248-0
840 48-0 8'40
SON-1:354
mm= ase c
2 1a 17 3
5.00 12
1e
6 B
to
4
� a s
4e II 2`4 II all
ma r
zW I
640 1288 2080
e4o sono 44a
Plat OIheN 1XYF- 11 0.2-12 0.1 5L R O-S-1 2 2-01 13'03-120-2-81 14:0,2-12 0.151
LOADING(pd) SPACING- 2-0.0 CSI. DEF-. In floc) VM W PLATES MP
TCU 20.0 Plate Grp DOL 1.25 TC 0.95 Va(LL) -0.33 Sia >7" 240 Ml20 244/190
TCDL 10.0 Lumber DOL 1.25 BC O.M Ver(TL) -0.52 5-13 WW 180
SGLL 0.0 ' Rep Sireas Inv YES WB 0.09 Horx(TL) 0.05 1 We Na
BCDL 100 Cod FE01K)l ?P12007 Madlx-MS Welght 76 go F7=2MA
LUBBER- BRACING,
TOP CHORD 2W SP No.2 TOPCHORD Sblaaurel good]sheathing directly applied.
BOTCHORD 2x4 SP No.2 BOT CHORD Rlgld calling directly applied]or 10-00 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left 2114 SP No.3,Right:2x4 SP No.3
REACTIONS. (IWalze) 1=821N-58,4=827/0S8
Mex Honc 1=43(LC 10)
Mex Uplift 1=91(LC 12).4=91QUC 12)
FORCES, Ab) Max Comp.IMax.Ten.-AllfemeaYW(lb)orlessexcapt86ronshovm.
TOP CHORD 1-2=-136&311,2-3=-118L319,3-4=138flPJ11
BOT CHORD 1-0-204/1181,51=20&1181,4-5=203/1181
ROTES
1)UMelancer rod Ilve Ioad Dave been consldred for Nis d31gn.
2)fill ASCE 1-10;VM t=130mph(3Necmd gus0 Vied=101mptr,TCOLd.0p8H,BCDL-S.Op f;h=2511;B-45f1;L=2411;eave-=IX;Cat,
11;Exi0;End.,GCpIW.18;MFRS(drectiona)and]C-C Extedr(2)0.00 W 340,Intaror(1)3-0-0te 8-0-0,Exteror(2)8-0-0 to
1610-15,Interagt)1510-15 to 20-80 zone;C-Cfor members and farces&MWFRS for reactions shetan;Wmber DObt w plate
grip DOl_1.60
3)Provld aepuate drainage to prevent water ponding.
4)This imae has been designed for a 10.0 pal Wft m chow NaIload nonodau hied Win anyoN6r Ilve loads,
5)-This Imes has been designed lora live load of 20.0pa1 on the bo8om chord in all areas elace a diem 3-6-0tall by 2-0-0 wad
x111 fit beMaen in.Dawn chord]add"other members.
6)PmNd mechanical connection(by others)Of trues to bedding plate capable of efNataaing 91 Ib uplift at joint 1 and 91 It,upllR at
jdnt4.
Q WIM1a- aid REAP NOTEa ON ra64lIO tlICIYafOMIEN aEFEMNLE PIaf all m.1-156—REM-
Design.
-156—REYEEDesign.Na heatYxT MI.carrickn Bwocah". bE.14N hue—luifM,xn.m1 la on SMkNwI colo,ccmpwxmt.M
g evkMUMhdYlq Ember llxe15ax1'TA VGIIc1iN dEeEBnMmielMWpR N(�Ob1MQ Yd trba'eoMtll
pg'Ongbqu BasbYxfCaleE6bgeaed%YNdlYhttxl lnmeebmWm<MEmmMXRMY.xtldb/I1mnpYVYaq uSnnmmondafo
ames.lemrae rm txznraaromawdcammwtmpmnlapmmad tPryala Frm+mMEoama. wpmrdaxdmm•lewa~p non bmRW anew
SoliryaldmmM�ovtlenam.RWz1en.tee�Sll�t2IV5 M14� g�� p� a imrya.Fl.stili
JobT. Thum Type OtY Pry Greenxnod
T.,
10331 TO T17 Hip Girder 1 1
BU1011 Co Joe 2016 iTek formal)
p Component Supply. Jecksornille.F132250 B.OIOe Apr 202016 MII II GZiEpWq Fri B3VxTf:28292016Pepe1
IO.WPSN6H24Poc8e8N3YUN4yZ8m SmlgodAl_GZG5nLI:Lo 3MITUy2JA20061q%YJCpO
6'6�O 10d0 148-0 20&0
' 609 bb0 4J-0 60-0 �
Scale=1:34.0
WILED
WILED WILED
7x10 NAILED
NAILED 2W II WALED ]1110=
SW 12 2 10 3 17 4
d
q1 5
KI— "a
10 18 0 20 0 7 21 6 22 23
WALED IUILL. w II NAILED 4x10= MaT20H6 3411 NAILED WILED
618 WAILED NAILED WILED NAILED 5�
WALED
60o 1p4-0 14-00 2080
600 e ~ d40 699
Plan OBmN(X.Y,- 120400-231140300-241
LOMNG gaf) SPACING, 2430 CON DEFL. In (I«) glop W pullES GRIP
TOLL 20.0 Plate Gnp DOL 1.25 TO 0.70 Ven(LL) -0.12 8 >999 240 W20 2WI90
TCDL 10.0 Lumber DOL 1.25 BC 1.W VBO(TQ -0.31 8 0812 180 W20HS 10m,13
BOLL 0.0 Rep Strees lncr NO WE 0.28 Hohz(TL) 008 5 Na Iya
BCDL 10.0 Code FBC201A PI2007 will Welghl:901D 17=20!6
LDYBERF BRACING
TOPCHORD 2x4SPND2 TOPCHORD Sf11W61rel tv9Ctl BDBBfHl6l tliredly aPWlad or 2-612«pl6gm.
BOTCHORD 2x4SPNo,1 BOTCHORD Rigid calling directly applied or9-106«building.
WEBS 2x4 SP No.3
WEDGE
Leif:2x4 SP N0.3,Right lout SP No.3
REACTIONS. Qoran) 1=174S/05-8,5=l745I0S8
Max H9rz 1=32(LC24)
Max Uplift 1=284(!_C 0),5=284(LC B)
FORCE& go)-Mex Comp.Mlax,Tan.-All 1mces250 Qb)orlms except WTenehOWn.
TOPCHORD 1-2=314&4W,2-3=342W4M.34=-3429/485,45=3143/460
BOTCHORD 1-&=3]&2841,8-9=3]812882,68=-3]62882,Se=3]62841
WEBS 2-9=2/433,2-8_7U .3-8=-591214,4-8=]4/)66,4�V ID3
NOTES
1)tribunal roof Ill mucle have been«nsldered for this del
2)Wind ASCE 7-10;Vu11=130mph(35e«nd gust Visual 01mph;T0DL6CpsC BCDL- .Dw;h=2511;8=4511;L=2411;ea,a-lJ;Cal.
11;Es,B;E«I.,GCp S;MFRS(direcllonel);Lumber DOL-1.60 plate gnp DOL=1.80
3)Provide scoot ere dralelage to prevent water pontlin,,
4)All plates are Wn plebes unlees olhelWlse InElmtetl.
5)The Imes has been designed!for a 10.0 Fret bottom cooN Ilve load nonconcurrent WIIh any other Ilve cards.
6)-This Wes has Loan assigned fora Hum load of 20.0psf on the bolto n chord In all areas More a rectangle 3 60 tall by 0 0 Woo
Wit fit belWemthe Drum choml and any other members.
7)PhArds m«hanloel«dledlon(by others)W them to banning plate mpade of Wthetanding 264 up up181 at Into 1 and 2841,up1lg at
Joint 5.
8)'NAILED'indmim 31Od(0.140'IGf)or 0t 2d(0.148'x3.25')loanalls.For more details racer to MITek's STTOENAILDetail.
9)In to LOAD CASE(5)secpon,Ioaas applied to the lace of the truss are noted as front(F)or bac,(8).
LOAD CASES) Standard
1)Dead.Root Uve(belenretl):Wmbm Increase=125,Plate Inomase=l 25
Uniform Loads(pit)
Ven:1 2—60,2-4=0q b5-60,1013=-20
Concentrated Loads go)
Ven:2=97fl 4-97(F)9=-81(F)8=-1221F)3=1931F)6=311F)16=87(F)17=-97(F)19=-231(F)19=214(F)20=61 IF)
21=-61(F)22=-214(F)23=2311F)
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ERIC
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,sen,peiaiarye.deWaY rom. LIMNWmftmo Mn>Hpy,I0Z oMdNNI A CxNrb,9m419 m0%N YYl1YDurpuln0 mW avb sa OM.
eyYlY Irxm1dt11 ovtl[tle Ban Nn NaRMMq RIB N.Im SIM1.5Ub311.NavavJh VAR2T2a314 TxrrpY.iL SBte
sus ran YPe m..atmu
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aulew2umpol.m Buypty..laolemfc,Fl a22% IDIAPBNSHZ4BEc8eBN9YUN0YZ.Bee-ST9�WUNW3pAEtUWweUxCrcxYiORtlI]305xwiuP9�5�5A
360 11-]-2 16619 1BJ0 22]d 261112 31-b0
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8 ]
61
ass 46c
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s.a9 1z
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3 B
461 W12
2 a
1 1=
23 24 Rs 2] 1410 33 31 32 59 34
1B 10 1]26 190 2 IS 19 I1 11
MR= .411 1 W14 MF2M5- JU524 SA- JJ921 46= 56- JU024 56_ JU524 56_ &10 MTRp1S II
THOM JU924 JUS24 JU524 302shetal8= JU524 JUS24 JU924 JUSR4
JU524
3&0 11]3 15413 103-0 2271 2611-12 3-
388 ]-1010 31610 283 4N bb] 4-H
P ate OReda pLY)- II:POJ.0-0-2],ISa2A,0-2-0A IB:OdA,O24A IT:O312,0.28L ItO:OJA,O-28],112:0-2-12,0.30],113:030,1}3-01.115:0-0-0,0601118:&2-4,0.2-0],
fl Tb300-2121
LOA (pal) SPACING 2-0-0 CSL7�14- In 0.) WWI Ud PLATES GRIP
TCLL 200 Plaie Grip DOL 1.25TC 0.86 (LL) -0.3016-1] >999 240 L O 244/190
TCDL 10.0 Lumbm DOL 1.25 BC 0.94 (TL) -0.]316-1J >510 100 MT20HS 18]/143
BOLL 0.0 - RepStiverneNOWB 675z(TL) 0.20 11 Ne Ne M18SHS 244/190
BCDL 100 Code FBC201YTPIMO7 Matllx-MS WNpM:413 lb FT=20%
LUMBER- 811=1140-
TOP
11=114 3TOP CHORD zWSP N0.2'EaMpr TOPCHORD Slructumlwoodsha MiWdmctlyePPNdm24 wP . sabers
14:20 SP No.1 and vedcels.
BOT CHORD 2x4 SP SS'ExcaP' BOT CHORD Rigid oiling directly VpHad or 1O 0.O oc bracing.
1-18:2x8 SP SS
WEBS 2x4 SP No.3'Exbe r
10.11:2x0 SP No 2,1412:2x4 SP NOA
WEDGE
Left:2x4 SP No.3
REACTIONS. (Rahia) 1=835&45-8,11=7432/45-0
Max HOO 1=124(107(
,by Uplift 4=-1007(LC 8),11-1148(LC 0)
FORCES. (Ib)-Mex.Gcmp./Mex.Ten.-Ail lo1cm 250(Ib)msem aabept when shown.
TOPCHORD t)2=-19]2]12188,2-3=-139482293,3d=-11B1fl/1958,b5=-11]39'19]4,5-8=-84IlV160J,
6]=859211429,J8-8289/15]3,&9=-1049511]44,9-1 p=-9]29/1559,10-11-8]12/1081
BOT CHORD 1-19-1980112561,1&23=4901/12589,1&23=-18)6/12530,18-24=-203&12M,
24-25=2=12M.1]-25-209&12Jn,1].20-170U10i 28-27-1](10/10803,
16.2]=-1]00/101163,10-28-1325181Js1330=--13259TJ5,14-15-14869056,
44-29=-14969858.29-30=-149808856,13-30=-14/40,,M-34=-5_13]Yl-S4=
31-32-13]58826,1 =5=befffi8925,516- 5130628409,33-34=E]/409,1 =-628NIS.
WEBS &17-2521/432,61 J=-55313409,5-18=3513162&618=8112160,8-15=8289Q
J-15=-53913319,8-15 10OOr 1348,&13=-29511450,348=-9212150,2-16=-22Y451,
313=-15&828,9-12=103G'234,10-12=-1400189]]
NOTES
1)2 ply twss t0 be commUetl together w9h hold(0.131'x3')nalla M follows:
Top choice mmleoted as 1,11mo:2x4 1 row at O ZO m,2x8-2 rows staggered at 0"pc.
Bean chorda contacted as idlows:2x8-2 rows slagperetl di O6 o Dc,2x4-1 row m o-4-0oc.
White connected as 101.:2x4-1 hey d OPO oe.
2)All loads are considered equally applied to of plata,axcep,If noted as front(F)of beck(B)face In Me LOAD CASE(S)motion.Ply to
3)ply caence0100ha lour,have Dam crosribute onlsoy lease noted
saIF)or(B),unless emanates Indkded.
4)Wind:ASCE 7-10;Vult= waft(3sacond gust)VasE=101 mph:TCDL=5.0ps1;BCOLd.Opd;h=251t)5= 1;L=3
0.514N;eaye=lfr;Cat.
II;EypB;End.,GCpl�.18;MW FR5(di ectonat);and vm9cd dghl exposed;Lumber 001-1.(90 plate grip 301-1 60
5)Provide asmoude drainage to prevent water ponding.
6)All Pates am W20 plates i mess emanates indicated.
N This truss has been aasigneb fora 10.0 psi had.chmtl IIVe lead nmconeunent with any other IIVe loads.
8)'This miss has been designed for a live load d 200paf on the bottom chert In all areas whore a rectangle 340 tall by 2 O-0 Wide
GM1�,�1 .�ijalY�pelm,enveu10 tE10 MOTEeeN mtla 4llOM'CLUOEOYnFe REFENMLE P4eEM)IAm.lOV1A/beEFONEV%
YCe9�vytl lw DwaYY'�ms1 MIMP cvxnuchxs M[tlmMlKiwcf uYV u{mryv�n,eien9wwn,mOelm u,4NM1MUM Wmkq cuMm^nt,wl /�
mmeal aelae m�.mem,IdptlmYJatlmml�emv X,a m�Ikd,1111Y�1�kKwn�aDalaRo.,q«.,IYh�aP:,oNl Xwtla.a�mlo Xwa.m..l WOW
WapS iJn .smtWJWMeekb—mldcpiny ofYeYNOW'.." �-1 cM�tl memLelaoNP Antlllb,e9 manµvwY abut l>mma,enm Ma Mq
pywaplaryl,otl la sl�aXYaio pavans cMlgxir Wlnryude pelwnd hBxyaxfµo{wM n�xnq]e. fw9m,wd 014krce1eySglne BBW PVMe Eni 9N,1
sgsn'sna ose". Mermasonoo, nX ,"s. Lee S11ee1.8Jg311,Ne11TiY1 VAR111a1Y10•p91d9aM%SIWWInBGomponml Te1rye,FL]ffi10
was 1 Pass
tIX61ie TIB �11b GFM In I nal
Wp
9Yq dwry .bl{gy,JtlemNY.FI ffiR56 a010tAW 30AI MIiNI WpIW9.l J I PPpy�a
ID:fAMN5HZ49ha4& UN4yZ04a-STgbWUNW3 gEfbWeceUxc IGRMO3DSVWURIV M5A
NOTES
9)PmAPP madlanical connection(by otters)m twee to beaaPq date capable of WNatanding 1007 Ib I iry at on[1 and 1148 lb Wilfl atfolnt 11.
10)We USP THD28(W eh 1M Page Into GIMer 8 NASD Palls Into TrWs)or equivalent at 60-12Irom Ne left end to drornwct Iwu(ea)to lronlface of bellow chord.
11)Use USP JUS24(WIN IDM 08 is Into Girder B 10d Palle Into Twee)or eq.INalent spaced 0t 2-0-0 max ate"Ing at 5-0-12 from the left eeM to 29-104 t0 connect Intel
io from lace of Pon.deed.
12)Hit all flail holes Mere hanger Is In cooled Wth lumber.
LOAD CIISE(r) RtePdard
1)Deed♦Roof LNe(balanced):Wil Indeesa=1.25,Plate Ixreeae=1.25
union Loads(PIN)
Vert:I -0O 67=80,7-10=4t0,11-2�-20
Lmwentratad toads PIP)
Vert 15-801(F)23=-1888(F)24—Ml(F)25 1101(F)28-801(F)27=- lIF)28=d01IF)2 -= 01(F)3 1)01(F)31=E01IF)32=801(F)33—Wl(F)34 Ifl
pWPPN V ly p MC MIIE eE fBSE
Nenm dlM -R. UAI - 1Y IA 9 end
a l�mryslITTIT I I If vdry NA V NIX , - Y
I�krrcJ ale W Mp'I lkr ISI r 14_N 1 Ilww cwA I.a WY- IM rv� r - heard iTek
adWWneryYaO buxnrn�la qa vent xlgte roller*k+1e 1^-.wns MnyoM poGe�IY�m p.. 1 ye io W M>f'•ml nx. 69.P0F9e]36 oNd
fWrylflpngA audita M1anl�Mle Maldle«118 N.Lee Sheer e5unea12.Vevfl Quaff UIM'a.D56-04 ono a<Sl aulpYq CorWOMnI ienpa
Jo1, Tnes Tress Type QP, PIY Gheemroctl
TBBN123,
10331TO TIP Hip 1
r1
Job Refs.(,tnsra)
BUMiIN CmganMSuppty, Jacksonville,R 32256 8.010 a An 21,2016 MiTek llMlslOW Inc. Fn Jun 2411:8:31 On 6 Papel
ID:UPSN6HZ4Wcee923WN4yM.e SPRCOCOVtpEK49D LF3 MpMDgW4ML LKIL34pE
]212 t7 L13 19i-0 2524 3140
].212 ]-21 4-013 5104 B-1-12
Saab=1634
h10 0
6x0=
3 16 194
6.W 12
1] p 4x5 I
Ni 5 6
2 q
21
4x6 C
16 6
b
1q
12 „ 10 9 81
,N611 1,4 11 46= M= 4x10= 1,5= s,4 11
]-21z 14+13 ta4-0 2s?4 3110
].2.12 ]-z-1 4.n3 S10J 6-1-12
PIM Ofl man 110.212 D11L f3:D1-092 t Id'0S12 P'AA1
LDAOING(pen SPACING 2-s,0 CBI. DEFL. In (mc) Add tM PLATES CHIP
TCt1 20.0 Plate Grip DOL 1.25 TC 0.80 Verl(LL) -0.1311-12 >999 240 MT8 24V190
TCDL 10.0 Lumber DOL 1.25 BC O.73 Ven(TL) -0.39 11-12 >955 180
BCLL 0.0 ' Rep Stress lnsr YES WB Gm Ho2(IL) SID ] has We
BCDL 10.0 Code FBC201MPI200] MMrix-MS Weight:16811, FT=20%
LUMBER- 9NACING
TOP CHORD 201SPNO.2 TOPCHORD SimcWrel wood sDeatHng directly applied or 2-24f mpulkns,
BOT CHORD 2x4 SP No.2 except and verticals.
WEBS 20 SP No.3 BOTOHORD Rlgid.1h,directly.,110or 611-9 oc Dmcing.
WEDGE
Lett:20 SP NO.3
REACTORS. (IWsim) 1=1248 ",7=1248/0-68
Max Hors 1=11](LC 11)
Mex Upli81=-18(LC 12),]>-18(LC 12)
FORCES. (1b) Max Celnp.RAax.Ton.-All fomes 250(Ib)or less except when shown.
TOP CHORD 1-2=2444 NI59,23=1]811400,8-4=-14]9 N,4-5=16]21393,5 6=1840 J .
6-]=11882]0
BOTCHORD 1-12=42]218],11-12=42]218],8-11=-2]1 A 570,8-9=-28511641
WEBS 2-12 /26@2-11=-]02/1]1,3-11=11/463,39=-2]1/54.4-9=33/364,5-9=852/84,
6�8=26]/15]6
N0TE&
1)Oftreanced roof IW loads,Dave been considered lot his design.
2)Wind ASCE]d0;VUR-130mph U3secondged)Vla d=t Otmph;TCDL=5.Op f,BCDLS.Opsf:h=25h;B=45g;"1ft;wave-16:Cat.
IC Pap B;End.,GCpi=0.18;MFRS(dlmcllonan and GC EAOTlOd2)O4O to 3-1-10,Intaror(1)3-1-10 to 141-13,Exhsor(2)
14-4-131023-9-3.Intedor(1)2393 to 31-24 mwc end veNcal right eVmed;C-C for members and forces A MFRS for headore
shown;Lumber DOL=1 BO plate grip DOL=1 BO
3)PoVdat adepuate drainage to prevent water ponding.
4)This Imes has been designed for a 10.0 psi Whom chord Ilve load noncolleunem WM any otlrer 11w,loads.
5)'This buss has been designed for a live load of 20.Operf on the bunom chord In all areas where a recmnde 3E-1)fall by 2A-0 wide
gall fit bel veen the bou"m c"On"and any other members.
6)Provide mechanical conn ra lon(by olhels)of Imes to beading date capeNe of withstanding 13810 uplift at joint 1 and 18Ib Uplift at
joint 7.
Q WI FNNF VxIIy Onlenpxennlw enCeE10 N0—ONlHb PNp—L—NREN NESE --66-1113 nv.1-15OESONE USE.
vWkl fni uwaNY Wn UnI,.Iwupdoix Rt rr jnhdiSMaNYu{mrvsamnlw Jmwn.u✓J a III n..'KI GatlAy a w1.11-0iwl
syslnn.eelwe uo.IM MIM11n�1. rel nx�alvullry Iln gnikaCYly of Ce9nn F+I�nnclunuJ Ixqu'JY�u%ale Tadm(nFlu Pre "
WygCew'In ao-i4lMNMe6lxlo gevenl WctlMol YxAaNAYf Imav webad/w denOmmmGesuNv MklnuvllempdaY mdf""muienbaeAng
h�wg5lm.Iietl la slMnvutllo pevmlcoAgg9 wXnrys9Mu lxls/M AWv mJ pgwnY6Nna]B-FU Nrrialtl geWwe le(IpWp Ra 5pp4 Vub E�1 BRE.
5yply Nypinunm m'eande Ooml�Ralle lntlNle.IDnN.lee 51r�6 SIleJ 1W�udEa.VA A�9�e5B-09aM eL]I WIMn9CxnWmnl ienp.0.ai10
Job TNM T—Type Cry Pry Dominated
TBB2JY24
1033IT0 T20 Hip 1 1 Job Reareme -tionalL
Building Cormonnl Supply. J4okwnville,R 32255 0910 S oa 202016... l--- IIx:. Fri Jun241t:M:322016 Pagel
lo.IOSNSHZ4BdcB 3WN4yaue pOmDa ftgyEFPY2 1phior VmFaN46p1QYJ4pD
&2-12 12819 18908 214-0 25-24 314-0
82121 829 bS10 bS10 b10.6 51-12
Soule=1:53.2
dB: 5a
3 4 15 6
SW 12
Bei
4W 1 17 6
2 p sal
7
T
18
1 I4
10 21
12 Ifp a
_
3A II
410= MWWHS= h10=
Bye=
6292 12413 2180 3140
g2-12 82-1 8114 10-00
PIMA GOeeb 'D31282-0 5:OS1 42A
LONNNG(peU SPACING 2-00 089. DEFL in Pod) Vdefl IN PUTEB GRIP
TCLL 20.0
Plate Gdp DOL 1.25 TC 0.05 Ve1(LL) -0.25 89 >999 240 M(20 2441190
TCDL 10.0 tunber DOL 1.25 BG 099 Ved(TL) -0.67 OA >581 180 W20HS 187M f2i
BCLL DO Rep Note Inr YES WB 0.85 Hon(rL) 0.12 0 her Ne Weight:171 Ib FT=20X
BCDL 10.0 Code FBCM14RPI2007 MMrix-MS
LUMBER- BRACING
TOP CHORD 2x4SPN0.2 TOPCHORD SlmUrel rood ebeedhing dimctlyapplled or 3-14 Purim,
BOT CHORD 2x0 SP N0.2 except and ven ads.
WEBS 2x4 SP N0.3 BOTOHORD Rigid ceiling directly applled or 2-2-0 w bmdrg.
OTHERS 2x4 SP No.3 WEBS Web Braimimngth(member) 3813(68);
WEDGE
Left:2x4 SP No.3
RENCTONS. (IWSIW) 1=1248x0.58,8=1248/0-5-0
Mex H. 1=105(1C 11)
Max Up11R 1=-138(LC 12),8=-130(LC 12)
FORCES, (Ib)-Mex.Comp.Max.Ten. Nlforces 250(Ibi or lees except Wren sOown.
TOP CHORD 1-2=2081/470.23=195Y42],34=1746/434,0-5=15911391,58=1T/&389
GOTCHORD 1-12=-0.5212200,11-12=4522208.9-11=J3&1T/8,a-9=-321/1526
WEBS 2-11—S l3 ,311=38/439,4-9=3Ml28,5A--39/420,88=97031389
NOTES-
1)UrbnWWmolIlwbadshavebeanwnsi are0for Miedesign.
2)Wind:
1Exp B:EncI,iGCpl�18;MWFRS(dlrecdlorlal))aM C Cl ebor(2)"-0103140 nderio(1 32590 to 124E 31Etledor(2) Cal.
124-131025-03,imedor(1)2593 to 31-24z ;end vertical right exposed;C-C for members end lords&MWFRSIr reazllore
3lgwv;Lumber DOL=1.60 plate grip DOL=1 SO
3)Protide adeguNe drahage 10 prevent ander trading.
4)NI plane are MT20 plates unless ottrerviiae IMIMIed.
5)This totes bas been dealgmd for a 10.0 pst Whom Mon]Ilse load lonconcurienl Wh any other live Iceda.
6)-This Imes bas been designed for a Ilve load of 20.00M on Me bottom chard in all areas Me.a rectangle 39401a11 by 2-0-0 Wtle
111 11 belvreen the buxom chord and any other members,IF BCDL=10 Opal.
7)P.[v mechanical wnnecdlon(by ottam)of truss to bearing pan wpade of albsianding 138 lb JP11h of PAN 1 and 1381E uplift at
arm 8,
y4aNpn.yw,yppyanpr�+wlvrYrJ aEAp NOTEa ON iN6<HO NICLUOEn MIiERaEfEFPNCE IPUE MM)O]rer.IhVYNIf 9EFOREUSE.
Irna
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Job T. I.Typs CRY pry Gamanidea
f 0331TO T21 Hip I 1 T6B20225
Job Reference(nothareft
ac."'oore^euWw, aanappo e,n=156 8.0106 ADr 202016 MRak lyduMgF.lm. Fn Jun241128:332m6 PI
ID:fAPSN5HZ48dc WMYUWYZBea-100(Bd5DG1U3 Dgce HXvIDb4N_OSafnue 34pe
W21 0.449 1 15108 2340 27w0 31.4-0
52-12 624 SS10 SS10 400 630
bub=1:SA.0
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914 11 h10
5.0) 12 3 Is 20 4 21 5
4ol 46
2 1B B22
9 4
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62-12 10113 15108 2160 al.
5212 SN SS10 SS10 BO.O
Platr011aeb lXYl- 110-2-12 P0-131 I& 621115'010.62 I
LOADING(psi) SP
2-60 CSI. DEFL in floc) VOefi W PIATES GRIP
TCU 20.D Plate Gtlp DOL 1.25 TC 0.53 Vao(LL) -0.19 10 a999 240 wn 24411%
TCDL 10.11 Wmber DOL 1.25 BC 0.90 Vat -0.351612 v9W 180
BCLL 0.0 ' Rap Stress lna YES WB 0.7e Hos(R) 0.11 8 Na nVa
BCDL 10.0 Coda FBC2014 plu!00] MNnx-MS Wel 16516 FT=20%
LUMBER- BRACING
TOPCHORD 2x4SPNo.2 TOPCHORD SWdusl Motl sheaMing already applied or 312 op p pint,
BOTCHORD 2x4SPNo.2 except and verticals.
WEBS 24 SP No.3 BUT CHORD Rigid telling directly applied or 8-0-1 Oc bossing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (Ib'Nze) 1=124flq S&8=124flm-5-B
Mex H. 1=93(LC 11)
Max Uplift 1-138(LC 12),8=-138(LC 12)
FORCES. gb)-Men.CompJMmt.Ten.-Ml lome,250(Ib)oroW except whenshown.
TOPCHORD 1-2=-245&481,2-3=-2llW45].3-0=21531W1,4-5=-2153I501,5b=-1809139]
BOTCHORD 1-13=18912213,12-13=4592213,1612=382/1910,9-10=2W6M,8-9-30]/1414
WEBS 2-12=-353/11],312=N384,3-10=72/42],410=-94M162,S1R-152/z18,&91355,
58=-16y5r3R
NOTE&
1)UMalanced hoof live loads have been considered for this design.
2)Wind:ASCE 7-10;VM1=l Worph(3semnd gum)Vaso=101 mph;TCDL6.OpsF,BCDL-5.0psf;R25h;011;01111;aans=a l;Oat.
II;Exp B;Encl.,GCpl-0.18;MW FRS(directional)and C-C Fxlerior(2)60-0to 3-1-10,Imedor(1)34-101010113,Edorlor(2)
164-13 to 2]-&3,li tehor(1)2793 to 31-24 zone;and vertical right exposed;0-C for mambas and forces&MFRS for reacgons
shown:Wmber DOL=1.80 plate grip DO1=1 SO '
3)Provide adequate dralnafte to prevent water pending.
4)This buss has been assigned for a 100 Wf bottom chord Ilya load o...1 with any Me,If.leads.
5)'Thls loss has been designed for a live load of 20.Opot on the bottom chard In all areas where a rectangle 310 tall by 2-o 0 Woe
Wil fit Wasson the Whom chord and any other members.
6)Provide mechanical connection(by others)of toes to bearing poste capable of MPstandiN 1381b uplift at joint 1 and 138 lb uplift el
join 8.
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TBB20226'.
lDGBRTO T22 Final Swat Glider 1 1
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Beflismp Component Supply, Jedmorrville,H 32268 B.OIOSApr2DMl6MIT"Iod ekfMiM. Fd JM12411:28:342016 Papel
ID:IAPSNSHZABticeep63YUN4yZeeeggS Ew BYBYPWTWx glzUDPjO YOIPVILMpB
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PWe OIBR (XY)-013'0-3120.28116'Q4-062-41190.312)0.2-el 112'0.2-120-2-12I 114'0.5001121
boacniG(pd) SPACING- 20-0 C81. DEFL. In (roc) Vdell Ud PLATES GRIP
TOLL 20.0 Prete GM DOL 1.25 TO
0.90 Ved(LL) -0.32 15 aM 240 M@0 244/190
TCDL 10.0 Lumber DOL 1.25 BC O.BE VeRTL) -0D 15-18 xseE 180 MT20HS 187A,13
BCLL 0.0 ' Rep St."Into NO WE 0.93 Hor3(R) 0.18 12 We We
BCDL 10.0 Code FBC2014TP12007 Matrix-MS Wal IN Ib Fr=20%
LUMBER BRACING,
TOP CHORD 2x4 SP No.2 TOP CHORD Sbudural wood Brunetti directly applled or 1-57 oc purlins,
BOT CHORD 2x4 SP BE'Exceln' except and vm8cals.
12-15:20 SP Ni BOTCHORD Rigid ceiling directly applied or 7-59 oc bracing.
WEBS 2x4 SP NoS'E,mqur WEBS TBrace: 2x4 SP No.3-10.12
3-17,418:2x4 SP No.2,11-12:2X0 SP Ni Featen(2X) T and I braces to narrow edge of well Wlh 100
OTHERS 20 SP No.3 (0.131`YT)mile,Bin o.c.,with Sin minimum entl Nstance.
WEDGE Brace must cover90%of.b lengh.
LIN:20 SP Ni
REACTIONS. (Imam) 12=300 ".1=2045/65-8
Max H. 1=E5(LC 7)
Max Uplift 12=-587(LC B).1-312(LC 8)
FORCES. (Ib)-Max CampJMax.Ten.-All fomes250(M)orleeme9cept when shown.
TOP CHORD 1-2=42121673.2-3-11181706,3u4-38150577,4-15-47171836,5-5-511,1011074,
&7=85 8 071 201,0.8=4558011201,&9=4129/779,9-10-4442/822,10.11-331/108
BOTCHORD 1-18=-5783 811,17-18=-57BSB11,1&17=89074492,1516=-821/5170,14-15-988/5904,
13-14=-951/5481,12-13-531/ 1
WEBS 2-17=-z92/193.317-21Ov1347,4-16=4742706,S-16-2B251539,913=-204/1404,
6-15=-1035122),5-15-2581300,6-14=-401/107.4.1 7=-1 3 972 41,7-14=-257/1D3.
S,14=-231/1M,B-13-2147/437,10.13=-197/1289,10-12-3732/&19
NOTES,
1)Unbalsnced roof live loads have been considered for MIs design.
2)Wind:ASCE 7-10;VUIt=1 Wmph(3-second gust)Vued=101 mph;TCDI--5.Opw1;SCOL=S.Opsq 11=25M 8=4511; _dIB;sevedll;Cat.
II;Esp B:End.,GCpi=0.I S;MFRS(directional;and verfical tight exposed Lumber DOL-1.07 plate grip DOLr180
3)Provide adequate drainage to prevent water poMing.
4)At plates ere MT20 plame unless otherwise indicated.
5)TNs truss has been designetl for a 10.0 pal bonom chord live load nonconcurrent Win any other live loads.
6)'The tmss has been designed for a live Toed of 20.Opef on Ne bottom chord In al areas Mom a oedangle,3H40 fell by 2-0-0 ANN,
MII fit x1vi can the bodom chord and any other members.
7)Provide rnsom ical connection(by othem)of trusts to beading plate capable of wlthstandi 1g 56716 uplift at joint 12 and 312 to uplift
at joinl 1.
B)Use USP THD26(With 160 nolle into Girder 8 NASD rale into Truss)or equivalent at 18-11 12 from the left end to canned thmems)
to back face of forlorn chord.
9)Fill at nail holes Mom hanger Is In contact With lumber.
10)'NAILED'Indicates 3-1 Od(0.148'x3')or 31Ad!(0.148'x3.26)toe-nolle For more defaiie rider to MITes§ST TOENAIL Detail.
11)Warning:Addition permanent and stability bracing for them system Gnat pad of this component design)It aweys required.
12)In the LOAD CASES)section,Ioeds applied to Ne face of the Muss are noted as Iron)(F)or back(B).
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Job - Trues Tori Typp Gly Ply Greenwood ._
T3B20226
1033110 iT22 9ool Bpeciel Gin
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Building componem Supp, JeCksdmllle,F132268 9.D10 a Apr 202016 MITek lmletriep,loo. Fri Jun 24112B942b16 Pagp2
ID:tAPSN5HZ4gd6dQrtGYUN4yZ9ee oIV,RF..BYBW,Tpmu6gWDP(GI WlWzm S
LOAD CASE(S) Slantl
1)Dee0♦Pool the(balanced):Lumber Incneeee=1.25,Plele Increeae=1.25
Unllorm Loads(p9)
Vert:1-3=60,3A--E0,45=60,5-9=60,Pt t=60,12-19=20
Concentrated Loa&(lb)
Veit:9-102(B)13=49(8)14_1533(B)23=-102(B)24-102(9)25=102(9)2]-49(8)26=49(8)29-49(B)3 2C9(S)31=-212(B)
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4 d�m.adagrx>«lea na udrmdradiedwe. NY derRd�pdrwmdwn�dwdlnrnn, MITek
p dwah reWred�nawNddd to nevem calm=s wlmw.ouel.><.�ddd Mrvmowdw�lvmdme. �ddren—um9eda..'e�Nwdronw
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Job Tw T.Type Ory Ry Gumni
IN31TO T23 Rod Specialf d T882022r 1
Job Rd Il
+ V' "'SVV'Y. +nU].EUmNne.Fl MR oun a.Apr 202016 Mi'vedhaKbis,loo FrIJV:2G1123:352016 Pege1
".0 ID:fA WHU9heepb3YUN/yn6 -Hvb2n4 aWp_DBK?0 NV3L4t SyN.vM2 it pA
13 13 14.3.0 18.11.0
650 5313 3113 <d0
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OO'p 13513 tI30 131Lp
Pirie Olhad (XYl- 11 P2-120- - 600 6519 3113 /So
1 51 12 OJ-0 0.2 1 13'03-120.2b1
LOADING(peg SPACING 2-00JWB
DEFL In (lac) Vice6 Ud PLATES GRIP
TCLL 20.0 Rete Grip DOL 1.25an VerbLL) -0.09 912 s988 240 W20 2"190
TCOL 10.0 LMnber DOL 1.25ass Veh(TL) -0.27 9.12 >821 180
BOLL 0.0 ' flap Sass lncr YES 0.58 Horz(TL) 0.06 8 Na NaBCDL 10.0 Code FBC2O14TP120O7i Weight Belb FT=20116
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD SbucNtal eooe alleeMing a"applied Or 2-2-O M pulses.
BOT CHORD 2x6 SP No.2 except and!verXsls.
WEBS 2x6 SP No.3 BOTOHORD Rigid willing directly applied or 1OO-0 oc brecing.
WEDGE
Left:2m SP No.3
REACTONS. (INses) 6=751M1ecpanloal,1=751M-5d
Max H. 1�85(LC 12)
Mex Uplift 6=-13O(LC 9),1=75(LC 12)
FORCES. gb)-Max.Con,ahlex.Ten.-All foreee250(Ib)Wlssammeptfahen spuem.
TOPCHORD 1-2=1186236,2-3=826/196,34 916200
BOTCHORD 1-9=-248/1026.1-9=24611033,6-7=1831815
WEBS 29=0285,2-7=33pb&3-7=OQ12,"-973220
NOTES,
1)Unbalanced root Ilya loads peva been sn ildered forams design.
2)Wind ASCE 710;Vu11=130mph C)second gsC Vmd=1Olmph;TCDL=5Apa1;BODLd.O11;h- S&L 8=5511;1141b sve--IR Cat.
11;Exp B;End.,Gepib.18;MFRS(ditecfiosl)and"Extedof(2)000 to 3 a Interlor(1)3 Mtn"a Exlerlor(2)30-0m
143-0,Intedohl)14-3 to 18-94 zme;C-C for members and forms 8 MFRS for reactions shoran;Lumber DOL=1.60 pride grip
DOL=1.60
3)Proems adequate aralnage to press faster pcand1%
6)The tors hs own designed for a 10.0 psf Whom chord IIs Intl nonconcunent with any other Ifim loads.
6)-This ims has been designed for a IIm load of 2O.0paf on the bottom choM in all some where a rectangle3 Ofall by 2-00 fame
pall fit heaven the Whom chord and!any Other members.
6)Refer to sitarist for truss to muss snnediore.
7)Pumice mechanical connection(by Where)of trues to dealing plata capable of yathstansng 13O 1b uplift at joint 6 and 75 lb uplift at
joint t.
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Job Thea T.Type Gly Ry Greammod
10331TO T24T9920228
Pont 6pedel Glrdx 1 1 ,
Buildmp Component Supply, JeGaomille,FI signal 'Job Refs.. basic8.010aApr2020I-MITek kdueaix,lno Fniisips 1:28:38201. Papel
ID:fAPSN5HZ49d%eem3YUN4yZeea-I60JG7G8KPMASYAnur awkglwA T4' WadrJ4p9
60.0 10-7.3 12146 163o 181
640 ala 246 3-39 2bo
Sul.=1336
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6 6
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14 15 10 16 17 9 a 19 19 20 7
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b =
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60-0 1072 1z-t 46 1630 10-11-0
60-0 273 215 338 2i0
Piece OXeeN IXVH 86312028E(50.1120-341 iO640 O3O1
LOAgNG(pal) BPACIN6 2-0-0 CSI. DEFL In goc) VONI tot PUTE6 GRIP
TCLL 20.0 PNM Grip DOL 125 TC 0.53 Ved(Il) -D.18 610 >8BB 240 MT20 214/190
TGDL 10.0 Lunber DOL 125 BC 097 Vee(TL) -OAO 8-10 >560 160 MT20HS 187/143
BOLL 0.0 ' Rep Slreas Incr NO WB 0.55 HOrs(TL) 0.07 ) Me Ma
BCDL 10A Gods FBC201MP80W Meblx-MS Weigh:941b FT=M
LUMBER- BRACING-
TOPCHORD 21t45PNo2 TOPCHORD SBuctUrel socd 5heNNng dbeGly appled or 3A9 cm pu111re,
SOTCHORD 2x49P SS ei and verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-11-13 w bracing,
WEDGE
Left:2x4 SP No.3
REACTIONS, (1Wslze) 7=174YMeidemeN,t=161305-8
Max Harz 1=61(LC 8)
Was Uslit 7=340(LC 8),1=314(LC 8)
FORCES (Ib)-Mez Camp.R.bx.Ten.-All brcee 250 pD)or lase except wfienahown.
TOPCHORD 1-2=2802/541,2-3=-2653/525,34-2145/441,45=-2147/437
BOTCHORD 1-10=51Q261Q8-10=55012755,)8-30N1460
WEBS 2-1a-7MW.OE=28&1437,35=4232270,55=40G681,54=1929/400
NOTES
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;V01AWordh(bsecoho gust)Vaed=101 mph,TCDL=S.opsh BCDL=S.Opsf;h=25ft;8-s561 L=2411;eave--aft;Cat.
11;Exp 8;EnG.,GCpi=0.18;MFRS(directional);Lumbar DOI--1 B0 plate grip DOL=1.60
3)Provide adequate dr.irege to prevent water polling.
4)Al plates are MTW plates unless otherwise IMicated,
5)This Wss has been designed for a 10.0 Pat bomen chord live load nonooncurrert Mi airy other live loads.
6)-This Ines hes been designed for a live Toed of 20.0psf on the bottom chord In all areas vfiere a mctangle 35-0te11 by 2-0-0 Mde
MII III between the bottom chord and ars,other members.
7)RBIe!Io girder(a)for Ivies t0 tN93 connections
a)Provide msclvnical connection(by others)Or MOM to bearing plate capable of wfih landing 340lip uplift at joint 7 and 314 lb uplift at
joint 1.
9)-Ni Indicates 8104(0.146'x3')or 3-12d(0148'x325')tae-nails For more details refer to MITek's ST TOENAIL Detail.
10)In the LOAD CASE(S)section,loads applied to the face of the Imes are noted as front(F)or beck(B),
LOAD CASE(S) Standard
1)Dead♦POO(Use(balanced):Lumber Increase=125 Plate Increase=125
Uniform Load.(bIQ
Vent 1-2=50,2-3=60.34=B0.4-5=50,56=-60,7-11-20
Concentrated Loe is(Ib)
Ver:2=-97(B)9=-208(8)10=51(8)14=231(8)15=214(8)16=206(0)17=208(8)18-206(B)19-208(B)20=211(8)
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JobTruss Tran Type Oty FA' Greenwood
10331T0 T25 flml Special 1 1 TBB26228..
bRl
3.0106 Apr 202018 MiTek lMueNei,II1C. Fn JW12411:23%2016 PeAel
IOIAPSN6HZ49dc8eRb3YUN4yZBae-I6pJG]OBKPSGRSYMaFJ%wj912eSB'-%,nWa29"'
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Plate Oftsels fXYl- f2 G1120.2J1
LOADING(psft SPACING 2-0-0 CSI. DEFL. In goc) Vdefl W PLATES GRIP
TCU 20.0 FIXGdp DOL 1.25 TC 0.59 Valt(LL) -0.00 45 'I 240 W20 244/130
TCDL 10.0 Wmber DOL 1.25 BC 030 VaO(1L) -0.10 46 >6]9 190
BCLL 0.0 ' Rep Stags lncr YES WB 0.02 hicor ) 0.00 4 Na We
BCDL 10.0 Code FBC20l4fP12007 Matdx-MS Weight:29 no FT.tNM
LUMBER- BRACING,
TOPCHORD 2x4 SP No.2 TOPCHORD StraMnal vmoi sheathing dlrectlyapplled ora-OO Oc porire,
BOT CHORD 2x4 SP No.2 plow a,yy N
WEBS 2x4 SP N0.3 BOTCHORD Rigid calling dnattly apPllK or 10 0.0 oC bracing.
REACTIONS. (INeize) 4=22&Mechanlcal,5=228/0.53
Mex Hors 5=29(LC 12)
Max Uplift 4=3](-C 12),5=33(LC 9)
FORCES. (lb)-Max CompRdax,Ten.-A1lforcesMilb)orlaeeexceptwhenstram,
NOTES
1)Wlnd:ASCE 790;Vul6lWmph(3aew d gml)Vaal=101mph;TCDL .Op t;BCDL=S.Opaf;h=25ft:B=45ft;L=24X;eaves R;Cat.
Il;FPS:End.,GCPI�,10.MWFRS(din im l)and 0.0 EAedor(2)01-121034-13,IntWw(1)3 413 to Sf 04 mne;C-C for
members and forces 8 MW FRS for readlone shown;Lumber DOL=180 plate gdp OOL=1.80
2)Provitle adequate drainage to prevent water ponding,
3)This truss has peon designed for a 100 psf Whoa,olad DO load mnda.rhat Win any other Ifive IoadS.
4)-TNIs was has been designed for a live load of 20.Ofst On the bottom chord In all anter Were a reclappe 3-6 t%it by 2-0-0 wide
Oil fit between the ho0om clord and any other members.
5)Rotor to ginderts)for truss to trues connediens.
6)Provide mechanical connection(by others)d truss to Waning Plate CaPabe of Wthstandllg 371E uplift at 16M 4 ars 331E upIM at
Joni 5.
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MtlgaMp.BWeu4 Y�ed4lprMYpanw,nvepNme ap Mof WYagx...... nelMgwnv 1—I.I.Batletlpn mmllp ovaW
�d•gddT3IXIWYgnoW tbPa�aGe1Y9MMMxI lnl WeDaq/n Jvd manLu¢MWoo—AP IotUr mI�m,a�enhd¢Yp M
bffn'vR�eabadbrMlymlbPBveNcda»HbFCNYe FaeaW LR.xYam PeVMV MnWe. ro�aeawdw++m��epadg M+ '•' e
kdLa..Woy.d y.wecin OA bIXMpof18 N,red Mnrtaa31a¢AN6U1N1 VAd 3QXwIo.0f6J9aM KpIYYylpCanlynenl 9eW V"L EYIEW.
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10331 TO T28 Rad 9paiel 1 t iBB20230.
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IDiAPSNSH 41kkeeB9 N4yZMM DIniT Ga wan4TILCMNISublAlyx9GEE0%484i34p3
5413 8 60
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1 5 2
3
4 a4=
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Boo
Boo
tOADING(pal) SPACING 2-0 CSI. DEFL In (lac) Vtlaft W PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vat(LL) -0.06 3i >t8B 240 W20 2WIW
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.16 3d >43D 180
BCLL 0.0Be,Stress Iver YES WB 0.00 HOG(TL) 0.00 3 Ne nor
BCDL HIS Code FBC2014]TPI20o7 Matrix-MB Weight 33b FT=20%
LUMBER- BRACING
TOPCHORD 2x4SPNo.2 TOPCHORD StmoturalWi sh WhingdreMtyep IIWe 6-09ocputns,
SOT CHORD 2x4 SP No.2 except and vedcel.
WEBS 2x6 SP No.3 BOTOHORD Rigid cdling dimcfiyapplled or 10-00 op bracing.
REACTIONS. gb'sl2a) 4=22810-58,3=228IMechanical
Was Vidft 4=-51(-C 8),3=-51(LC 8)
FORCES. (1b) slash.CanpWax.Ten.-All loran 250(11)Or.except vfien shown.
NOTES
1)W Intl:ASCE 7-10;Vult=130mph(3-secor d gust)Vmd=101mpb;TCDL=S.Opsb BCDL=5.Opsf;h=2511;B-1511;t 240;aave=aft;Cat.
11;Exp B;End.,GCp1=0.18;MFRS(dirx9onal)and C-C EMerlor(2)01-12 to 3-1-12,Inte0or(t)3-1-12 to 51042onsi C for
members and forces 8 MFRS for reaction.showacLurnbus,DOL=1.60 plate grip DOL=1.60
2)Proedle adequate drainage to prevent water poMing,
3)Thls truss has been designed for a 10.0 pet bottom chord live load nonooncurrent With any other Ilve loads.
4)'This Ims.Inas bean designed for a Use load of 20.0pi on the bottom chord In all areas wham a rectangle 36-0 All by 2-0 0 wide
will fit between the hohom chord and any other no mbera.
5)Refer to girders)for truss to Lusa connedlons.
6)Provide mechanical connedion(by Others)of hues to beating plate capade of Withstanding 51 Ib uplift at Join[4 and 51 Ib uplift at
)dnt3.
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WWrn wLtl raueaYY'MY,MIeW W em�xcexi.BEM93n kD�ntl oiYY�r WalrroKn Mwrt m115 ram Ye.utlq b}WpcanP"r-Wnl.row
b�mayitvn.Belle uo.fiW dLYlp��amW valN nagfik2allyottlw4arpaaneia[ax1 q�edYHcomuale aW oust nru Moveral
b1Oy Ee6ar.9a.'Y9YticobO6b Cm'9MtucY19 W Yghtlul Mswebud/pdre0 mem[ai MY.ORlYaul lemMW all perrriuisnldacM
bRwor.realedbfPYRlyagbaevuecNgxe x115�WWeneiwMYNYatla4alYdanWe. ra M�wa PYdarca repave Yr. Mile,
�wmrtauies Owesu6'mn hummer MXMe.218 M.`t�bre,L Wine,3i .uMlu VA M14.
aroBevaa x9lYlJrp t:arwrWx
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1W31TO i2J Flat 1 1 TSWO231
Job R I
Y B.OtO SApr202018 MITek hpwNea,lnc. Fn JUn241L2B:3>2016 Pega1
ID:fAA3N5HZCadc8Nr63YUNgyZ9ae-DIMTTGm51aZ21]N-IJTV1SUNaAyWnGEEOXC6 pe
680
&00
2x1 II 6ul—I n5
19E-
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3
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6D0
640
COMING(pall
SPACING—
240 CSI. DEFL In 0.) W"ff W PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC pep Vent(ILL) -D.OB 3-4 5,899 240 W20 2/x/190
TCDL 10.0 Lunar DOL 1.25 BC 0.01 Ve11(TL) -0.18 3-1 >C30 180
BCLL D.0 Rep Slleseher YES WB 0.00 Hom(TL) 400 3 We We
BCDL 1o.p Code FBC201x PMDT Marx-MS Wely3681 FT-20%
LUMBER- BRMING-
TOPCHORD 2NSPNo.2 TOPCHORD SbucMral wood sheathing dlwdy applied or 640 op pudica,
BOT CHORD 2"SP No.2 except and verdwls.
WEBS 2.W SP N0.3 S0TCHORD Rigid b pallln g dhrl yepplle0 or 10-0-0 oc bracing.
REACTIONS. (pleds) x=228/0-58,3121 Mholvnlcal
Max Uplift m-51(LC 8),3=-51(1,C 8)
FORCES. (Ib)-Mex CompllAaz.Ten.-All brws 250(Ib)or less except vmen 811ovm.
NOTES-
1)Wind:ASCE 7-10;Vow wmph(3 second gush Vesd=101 mph;TCDIrS.Opsk,,BCDL=50pefl h=2511;B=e5ft;L=2411;eave-aft;Cef.
II;EV B;Eod.,GGpl=0.18;MFRS(dlrWimel)and 0-C Exteriorly)01-12 to 31-12,Interior(l)3-4-12 to 5,10-4 2 ;C-C for
members and farces&MWFRS for o acliolw shown;Lumbi DOL=1 W plata gdp DOL=1.130
2)PmMda adequate drainage to prevent water,oncing.
3)This floss has bean designed for a 100 psi bollen oflord live load noncbnoerrent With any other live loads.
C)-This truss has been designer for a Ilve load of 20-0wf on V1e bottom chord in all areas ales,a rectangle 36-0 tall by 2-0-0 mde
WII fit between the bosom clmrd and any other members.
5)Rater to girder(s)for rose,to tmw pore wh ss.
8)Prok a mecbanlwl conneollon(by chefs)of Owe to bearing plate capable of wllhstandllg 51 Ib uplift at lam x and 51 to uplft al
Joni 3.
Vwgesses etlhpnpv=mrt�rtmx NEdO NOrE90N INI5gNO M'CLVOEOMIENaEEEPINCEYIOE I6VITJnu.r64ips". FWIEUSE. '
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.a11,ew,flay,glNculen.foq.YenldAApdkWA]Itl 111aY,e5 mNn tllerG mem[asMY /Wbvl lemRmyavJalmxpnlb¢tp MiTek"
kRwMrewAW bekdllyaMb RawNCMgae xOl%a�La Wl*°rM keryuq Rc[aly6�rpYx. fd{prev/pkglcB lepaJpllw
klataM tlgpae.daAply aacblad backq Mlnse[a1tl 111aay1eTa ceaeXf1/1%I WlothelMrle.WkAON kCNWMIe CarrewxM 660/Perko Eesl Betl.
MIYNumnXen wtJWBagn II�IMekulMge.RlaN.lce Shat SIIe JIR.NexOYkh VARRJIe. iargs.FL 3M10
JOE Trues Truss Type
city Fly Gres.1 W31TO T28 Flat I 1 Tragora32
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660 ID]APSNSH 4gdc6epE3YUN4yZ6aa-hUK4gpHPsO,-O,Z Jf2¢3LS MIIT2 IW234p2
60.0
2x4 II Scale=1lis 0
5 2
3
4 b=
2M 11
609
600
LOADING(psi) SPACIN(6 240 CSL DEFL In (roc) Vdal W PLATES GRIP
TCf1 20.0 Pkfe G0D DOL 1.25 TC 0.60 VBR(LL) -0.08 34 agBB 249 MT20 2b1/190
TCDL 10.0 Lumber DOL 1.25 BC (.41 Ved(TL) H.J. 3d >490 160
BC LL 00 ' Rep Share Inv YES WB 0.00 HondTL) -0.00 3 rue new
BID 10.0 Code FBC2a14?PI2007 Mehix-MS Weight 36lb FT=20%
LUMBER, BRAq(q
TOPCHORD 2x4 SP No.2 TOP CHORD Sfudurel weed sheafbing dlractlyyglle0 or640oc purms,
BOT CHORD 2t4 SP No.2 except and ver6mis.
WEBS 2x4 SP No.3 BOTCHORD Rigid call,charily stated or In"oc bracing.
REACTIONS. (1b512e) 4�2810-5-8,32280.1achankal
Mex Uplift 4-51(10 8),1-51(10 8)
FORCES. (Ib)-Mat CompMax.Ten. All forms 250(Ib)or lase except amen Ngwn.
NOTES
1)Wind:ASCE 7-10;Vull=1Seal(3-second gust)Val 01 mph;TCDLd.Ops0,BCD--S 0l h=250;B�50:1=240;eave7l Cat.
II;Ex,B;End.,GCpI-0.IB;MFRS(dlfeollDnaQ and C-C Etlerfi l2)0-t-12 to 31-12,IMarll3-1-12 to 5-l"2aa;C-C for
members and forces 8 MFRS for real shown;Lumber DOL=1.60 plate gulp DOL-1.80
2)PloNde adequate drainage to prevent water pomling.
3)The truss has been designed for a 10 0 psi bo0om Uord live load nenconcunent with any other It look.
4)'This trues has been designed for a It load of 20.O1 on Me Whom chord In all areas where a rectangle M-0 fill by 240 wide
will Mt between the bottom chord and any other members.
5)Refer to girders)for Vase to Imes connedlom.
6)ProNtle aredleniml con facllon(by omens)d fuss to bearing plane capada of wllheadding 51 lb uplift at loin 4 and 51 Ib uplift at
idnt3.
A16 FMMe Vxpy Omen pelxnaM1n N E flE Ea I EVSE
L#9en Wplw ise MY"•IIr•MIIN6 k .N
a CUII Mwm Nraeus Re Wag0.LLT•`+ I+F 1 I. YI inlMlovxtll
Warg6YTY w Jgax olio 1 peons MI x l N Y Y . _ v IpennawXb2ag
YrlwgerMlYMhgdillyatl b peVdVlcdl4 uew111 sJll• rx"u'xY Yµ Que,lep r afal
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.1.M.
NaIY IMxmeA4n pytlln ppnlnn Rale Yelllule.'[Ie N.lee Sllcel,Yab JIL NermMb VARRJI<. ieripe,FL XMIe
Jab T. T.Type ONPly GrwnwooI
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0.11APSN5111i 8eero3YUN4yZeee-hUK49pHPSOi_VglZ JW3L5bBSWNT2GdW,1U17
6-09
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&4- 2M II 6ub=1:101
5 2
3
4
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600
-----------------------------
-----------------
B-00
LOADING gal SPACING 2-00 CSI. BER In got) agent Ud PLATES ORIP
TCLL 20.0 Pate
ad
DOL 1.25 TC 0.80 Vai -0.OB 3-4 a99B 240 MCD 240190
TOOL ID.o Lunbar DOL 1.25 BG O.dt VehQL) -0.le 3-d x130 180
Bi 0.0 ' PSM,
lna YES WB 0.00 Horz(TL) 0.00 3 We We
BCDL 10.0 Code PBC201MPI200] Muffin S Wdghb 33B Fr-2M
LUMBER- BRACING
TOP CHORD 2x4 SP NO2 TOPCHORD Structural Moot sheathing dredly appllel or B-M co pudm,
BOTCHORD 2x4 SP No.2 exwpt ara Yai
WEBS 2x0 SP No.3 BOTCHORD Rigid telling dreblly ap,thedor 10L0oc bragng.
REACTIONS. gisa2e) a228/0-SA,3=2201&IeGlanicel
Max UpIM b51(LC 8).3=-Sl ft-C 8)
FORCE& (Ib)-MMr.CoMpMex.Ten.-All iorws25o(Ib)orless except wren shown.
NOTES
1)Wind:ASCE 7-10;Vdt=130mph(3sewntl gull)Vaed=101mM;TCDL=5.0psb BCDL- .Opsf;M1=258;8-4511;L14g:saes-IB;Cat.
II;EMB;Encl..GCp60.18;MFRS(directional)and C-C Exterlor(2)0-1-12h,31-12,troari ft,5104 Ewa;C-C for
members and forces&MrVFRS for reactions shown;Lumbar DOL=1.80 plate grip DOL-1.60
2)Provitle ade0uate dralnege to prevwl wafar ponding.
3)This tries bas been designed for a 100 It bottom chord Ilve load nwwwuRent with any other Use foods.
4)-This Muss Inas been designed for a 11w load of 200psr on Me bottom chord In all areas afters,a rectangle 3 6.0 MII by 2-0-0 arse
YAl M between Me bottom cMrd add any oMermembes.
5)Rest to glyder(s)for Muss to Muss cannegions.
6)PwAce mecbaniwl wnnectlon(by oMers)of Imes to bearing date capable of Miustandrq 51 Ib uplift at Joint 4 and 51 Ib uplift at
joint 3.
aNLVL YMbespn{wamNxe m,laEIO NOrEa ON IXSdNa N10.UOEa NRENaEEEFI NLE F4 aE.W i<Airy 109YAISBEEOPEUSE.
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ml
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x a.m.lewee 1«.xarlry«,dlowaY«noahp.awm Pomle Paaonn ueayawwarelravnwa. r«aelt«a 91ada�a«wan IM
tmkamB n«aoa.aatrely.«eee«t«mawpolmme.«tn mwml«Ilx reeuLumll olsH all.u.wa.m alw xelwwll,peomP=8.111 saw Y.I.F®t ala.
MxM MumOlbn maIXJe 0«n ins Nab MIIOe,41BN.Lea Sheet 511b JIL IbvWA1 VAY[ali. ivrye.Fl 3Mta
Job Truss Truss Type CRY Ply Greenwood
10331TO T30 most Special f I T8920284.
b Wi
vPY. Junduarinuex B.Ot0aAg 202016 MITas Intl.".'Im. Fn Jin 2411:28:30-N 16 Pagel
ID:MPSNSHZ4&k6e YUN4yZ8m.9hu.Suel ulKOJHISOOybAVEWSPO.NWMOMyx34pe
4-1 0 8BO
8 I
6.W 12 aria [I Son.=1173
3
d II 65
1
d
4
0 74 II
as=
41a 6qp
41a oa
Plate 011aed IXYF- 129- - 20.2-0113E 0-1-12
LOADING(psiJ SPACING- 2-0-0 CSI. DEFL In (Int) gdeft tM PLATES GRIP
TCLL 20.0 Plaie Gdp DOL 1.25 TO
0.60 Vent -0.04 4-5 >SW 240 MT20 2444190
TCDL 10.0 Winner DOL 1.25 BC 0.25 V60(TL) 4.10 a-5 >713 180
BCLL 0.0 Rep M.Iver YES WB o.02 Horl 0.00 4 We We
BCpL t0.0 Code FBC20f4?PI2007 Wark S Ili 29 In 7=20%
LUMBER- BRACINQ
TOPCHORD 2x4 SP No.2 TOPCHORD Stmclund wood shea0vng directly applied or 6-0-0oc Winds,
BOTCHORD 2x4 SP Not avc6pf end varticeis.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0oc binding.
REACTIONS. (Ib/sl.) 4=22&Mechanical,5=22810-5a
Mev H.5 (LC 12)
Mex Uplift 4-32(W 12),5=31(LC 5)
FORCES. (ID)-Mas Comp.Mlax.Ten. Allfftc.2500b)orteeseviceiftwllensllown.
NOTES
1)Wind ASCE T-10;Vult=lMmph(3aeoond gust)Vaad=101mph;TCDL=5 Opsf;BCDLd.O f;h=25R;B-ISft;L24IC eav "Cel.
II; EV B;End.,GCpl=0.18;MFRS(d0ectlonal)and CC E,de0or(2)b1 12 to 3-1-12,Intedm(1)51-1210 5-1012one;C-C for
members and forces S MFRS for marine shown;Lumber DOLL1.60 plate grip DOI--T60
2)ProNda adequate drainage to prevent water ponding.
3)This Huse hes been designed for a 10-0 psi bottom chord Ilve load mncdrounent van any other live leads.
4)•'this Imes has been designed for a Ilve load of 20.Opsf on the bollpm chord In all areas where a rectangle 3410 tall by 200 Ads
will fit between the bottom chord and any other members.
5)Refer to girders)for truss to Imes connedforce
e)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321n uplift at joint 4 and 41 lb uplift at
jdnt S.
YwINMWO-whey4Men jawlwu=-dN.ft..ON.S a ft eICLWEa.Shess NCE e10EMP11i]rrv.l6eyA159EFONE USE.
Rahindn..MYu �l'
nexalWpM VE My Mn MY IDcormcicn. pcn Wo"...—und.l uh MakA ldi]Fgccmgxmllpl
awMMn.aDIpBW.enIaIJG daMlwrmuNvalMllc QZfkMIYd Oa41 Walulenutl pWe1fY MaMuM fi�Ytlhplhbll'e oaad
LVWp�Nxr BawplMbnledhbMBWnlbu;Yypolqul2W lmawabatl/a Wdm9liWliaiY.Pd]wxxl bmpdvyaJpwnMwnhsAx) MiTek
tdwvr+rePHll KKrRi4llYmdbPa'/w4cN4 wIlhlxNb glwxJ H4Y RG gglwlydanape.Fapve1d P111'JIce INd4Vaie
Ybbnlb�rRSq».tlelnwy.erecMm]I.v¢wg DllnmauNl�ryalema wyylpylglfbflry Mwh,W6aaeq aq WNFPCmpxlnloa Pa H. Eur&A
edMY Nwmdol w.Mle adn lllplbb MIaEe.fla H.lee Slreei,SJb312 NeYYIM VN2aIl iergq FL 3%1e
Job Tw Truss TYPe CRY RY Greenwood -
IM31TO T31 Monopilcb Girder I i T8920235
bR l
Bu rho Comp Supply Jdreo II ,fl32258 8.010aAa 202018MITeklrqusNee,fro. Fn Jun241t26402016 Pepet
ID:IAPSN5HZ4Poc "WYUWYZM-tSg5VJ10 MTWWB] VFVHf]DVWPgP p5
R1 gpp
2P1 3115
2iI II Sole
=126.5
3
5.00F12
30,4
2
98 S
I
s 4
9 B8_ 6pecW aYE_
u II TM02S
2]-t g0p
2-]-1 3 -15
Plate 08mM(XYH- Ft0.11 P1-81
1501
LOADIMO(pN) 6PACING- 2-0.0 061. DEFL In (Ix) Udall l/a PLATES OMP
TCLL 20.0 P. Gdo DOL 1.25 TC 0.25 Ved(LL) -0.02 4-5 >B99 240 MT20 294880
TOOL IDS Lumber DOL 1.25 BC 0.80 Vei -0.05 4-5 -998 180
BCLL 0.0 ' Rep Stress lnq NO WB O.fiO H._(TL) 0.01 4 Na Na
BCDL 10.0 Code FBD201YTpig00T Matrix-MS We1gM:421b FT=20%
LUMBER- BRACINQ-
TOPCHORD 2x4 SP Ni TOPCHORD Structural wood sheathing directly applled or 4$14¢pudlns,
BOTCHORD 2x6 SP No.2 weentandvedlcais.
WEBS 2x4 SP load BOTCHORD Either coiling daectlyeppllad or 10+ OcO brad,.
REACTIONS. (Iblelm) 4=1553rMechanice,6=13511
Mu Hors (1 8)
Max Uplift 4-320(LC 8),(1 8)
FORCES. (Ib)-Max ComplAm.Ten.-All f0roes2W(to)orlessexceptxTen shown.
TOPCHORD 1-2 1590.2)1,1-6=-1359232
BOTCHORD 4 -30QV1397
WEBS 24=-i70136Q,2-5=-288/1351,1-5-25]/15]1
NOTES
1)W(n0:ASCE 7-le;Vult=lWmph(3 sec d goat)Vasd=1Otmph;TCDL=5.Opsf;BCDLa.Opsh h=250;8=458;L_24ft;eev ft:Cel.
II;EI,B;End.,GCpl=0.18;MFRS(din ctlaal);ON vertical left elrposed,Lvnber DOL-1.80 plate grip DGL=t.80
2)This truss has been designed for a 10.0 pd bottom chord If%lead nonconcurrern van arryother live loads.
3)'This Voss has been designed for a live load of 21 on the bollom chord In all areas Others a rectangle 3-60 tell by 2-0.0 rade
will fit babseen the boitom chord"anyottrer members.
4)Refer to giall for truss to turas connections.
5)Provide mechanical connedion(by others)of truss to bearing plate capable of Withstanding 320 In uplift at joint 4 and 221 to uplift at
joint 6.
6)Use USP THD26(With 16d nails Into Girder S NASD nails Into Truss)or sgsve(ent at 2-8-12 flan the k8 and to connect thedr es)to
front face of bottom chord.
7)Fill all nail holes Mom hanger is in canted with Imber.
8)Hnger(s)or other connection devtoe(s)shall be provided sufficient to supped concentrated lead(s)T31 Ib down anal 150 to up at
4 812 on bottom chord The peslpNselectlon of such comledlon device(.)Is the respondblliry of other.
e)In the LOAD CASE(S)section,loads eppled to the lace of the(mss are noted as front(F)or back(B).
LOAD CASES) Standard
1)Dead s Roof live(balanced):Lumber Increase=1.25,Plate Increase-1.25
Unit.Loads(pit)
Vert:1 3=-60.4-6=20
Concentrated Loads(Ib)
Ven:5=-1]25(F)]=-791(F)
Q W4AYN4YNy9repnpnwbq xpeFAa HOTEe OH 1N6PNe MEt UUEO Mn EI(aEFEPINLEV4aEMR14)ror.160.Y'10166EFONEUEE.
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ml
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IMknikn.5biape.delNCY.w'aclM oho p¢Ip ollnrvssaM Luasysianv a¢e/Jpl/flll OuaYly C111Nb,Wbaa aq KElWMnp Cumlpeeel aYW VeNe ErIBM1
9alaly INwnwllm ovtl,fle aqn 1�Nnle kptlMe.21a N(ea SLwI.SJM d11.Nettr=M4 VRY/al<. TEirya.FL'Yble
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LOADING(pal) 6PACING 20D CSI. DEFL In god) Well Utl7W22_1_GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.39 Verl(LL) 0.04 - 0888 240TCDL 10.0 Lumber DOL 1.25 BC 0.24 Verl(TL) -0.03 . San, 180BCLL 0.0 ' Rep Smea3 heir YES WB 000 Horz(FL) -0.OD 4 Na Ne
BCDL 10.0 Code FBC2014( PbODT Matrix-MS 17=20%
LUMBER- BRACING
TOP CHORD 2x3 SP Iii TOPCHORD Structural Wood sheathing dlredlly applied of 600 oc purim
BOT CHORD 2x4 SP No2 excepl and vef6cals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceilm,directly applied or 1000 oc bracing.
REACTIONS. gWSITe) 0.22&Mechanical,"28VS-8
Max Horz 6=T1(LC 12)
Mss Uplift 4=-0e(LC 12),6112)
FORCES. (Ib)-Max Comp Mtax.Ten.-All forces 250 gb)or less except when Shown.
NOTFS
1)UMelarwed roof Ile meds have been considered for INS deregn.
2)Wind:ASCE T-10;Vult=133mp11(3-second gust)Vasd--101 mph;TCDL=5.0p,b BCDL=5.Opsf;h=2511;13 151t,1r24f1;Ni Cat.
II;Exp B;End.,GCpIA.19;MFRS(directional)and!GC Extedor(2)at-12 to 3l-12,Inlerlor(1)3-1-12 to 4-0-0,Fidedo82)4-0-0
to 510-4cone;and veMwl lett ex,doxi-G for members and forces 8 MFRS for reactions shown:Lumber DOL=1.80 plate grip
DOL-I sW
3)Protide adequate drainage to prevent water ponding
4)This truss has been designed for a 10.0 pill boncm chod live load nonconcutt are Mlb any other live Icards.
5)-This Ouse IN been designed for a live load M 20.0psf on Ore bottom chord In all areas aTed a redarghe 3-8-0fell by 2-0-0 aide
aftl fit detawen the bottom choM and any other members.
6)Refer to girders)for muse to muss connedlona.
T)PmWde mechanical comeclpon(by others)of truss to bearing plate capable N e thslandlrg 48 to uplift at]OM 4 and 41b uplift at
John 6.
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TCLL 20.0 % Gdp DOL 1.25 TC 0.29 10M(d) -0.O6 45 s999 210 W20 24M190
TCDL10.0 Lumber DOL 1.25 BC 0.48 Vat(rL) -0.16 45 :.430 180
BOLL 0.0 ' Rap Stress 1xx NO W B 0.05 Horz(TL) 0.00 4 Ne Ne
BCDL 10.0 Cade FBC2014yrP120D) Mhri Wela1h 32 to FT=20%
LUMBER- BRACING,
TOPCHORD 2xl SP No.2 TOPCHORD Stoctllml Wood shoatMng tiredly applied or S-adoc purls,
BOTCHORD 2x4 SP Nat except and vemMele.
WEBS 2x4 SP No.3 BOTCHORD Rigid telling directly,applled or 1080 oc biting.
REACTIONS. gissl2e) 4=232M1echenlcel,5433N58
year Horc 5=53(LC 8)
Mev Uplift 4=-83(-C 5),5-55(LC 4)
FORCES. Qb) Max.Comp.lbfax.Ten.-411lome5250(Ib)orleasexceplWhenshown.
NOTE6
1)Unbalanced root live loads have Dean conedered for this dasign.
2)Wind:ASCE 7-10;Vult=l Semen(&second gust)Vo d=101 mph;TCDL-5.0psf;RCOLS Opsl;I Sft;B-,1$R, _241t;aeve=4f,Cel.
II;Em B:End.,GCpI-=O.18.MFRS(dlracllonan;"vertical lett sxpoeed;Umber DOL=1 80 plate grip DOL--1.60
3)Pronuis adequate dminaga to prevent wafer pording.
4)This time Inas been designed for a 10.0 bef bottom chord live lead noncencurtent win any other live Iceds.
5)'The foss has been designed for a live lead of;roopst on Bre totem chore In all amen where a rectangle 3811 mut by 20.0 Wide
-11 fit between 01a bottom chord and arty other mambem.
6)Rotor to glider(s)for Bees to truss connections.
7)Pravda m idlanicel connection(by ofhere)of Buss to bearing plate capable of Wlthstarding 83 to uplift at lose 4 sod 551E uplift at
Joint S.
8)'NAILED'Indicates 31 Od to 140'n3')or 3-12d(0.148'x3.25')toe-nalle For more deteib rete,to MIT"'.ST-TOENAIL DetNl.
9)Hanper(s)or other cannec0on device(s)shell be provided sulllder8 to support concentrated load(s)78 to down and 921D tip at
2-0-0 on top chord,and 341b down aid 301E up at 2-2-2 an boftom chord. The deslgntsele don of such connection devices)is me
resporelblliryof olhon.
10)In the LOAD CASE(S)section,loads ad led to the face of the Imes are noted as from(F)Or back(B).
LOAD CASE(S) Standard
1)Dead t Roof Live(balanced):Umber Increase=1.25,Plate Increase=l 25
Uniloun Loads(pin
Vert:1-2=50,23=50,4 5=-20
Concenlmted Loads(Ib)
Vert:7=45(B)8—2(B)
AL-- 1MN,lisarisis—n—laeadNOTEa ON IIae]NOW[LWEO mrtx eEFFAANCE FADE tli)ITL m.Ia9YlOIFBEfONEY3E
11W,F,WMl lw we o,YYwlmmkalekbcmrecMrs.mal IXdR�k baetl MYlpx,gxammlelen Ywwrt ilk lam heutlxf plWpcwnn"m- In ml
ryaem.Balaeuw,B¢dWptWWy)amN1Yg11y1M g4xka[eN Wdeµx�Mmwlartpd glwly Lmcageale akuemblnnlutlwuvwdl
MWIg,Y� ® '!p4✓JChled hlo mxawnid .MpolWtMixl M®wW m]lomcruO mem[asukYFWbvJ IemPomTY VMFWmmlaenldmfq
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10031TO TM Hip Girder 1 1 TO U38
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LOADING(pal) SPACING 2-00 091. DER- In (lac) Vdag tM PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC D.83 Vad(LIQ -0.N 613 >M= 240 MT20 244/19O
TCDL 100 Limber DOL 1.25 BG D.67 Vad(R) .0.18 613 x309 180
BCU- 0.0 ' Rep Bosse Ina NO WB any Hom(IL) 0.04 4 We r
BCDL 10.0 Code FBC2014TP12007 MSMX-MS Weight:441b FT=20%
LUMBER- BRACING
TOP CHORD 2X4SPNO.2 TOPCHORD Stu nalwoods aetMng directly applied or 4-915 oc pulllne.
BOTCHORD 2x4SPNo.2 BOTCHORD Rigid ceiling dimayasoled or 1000¢bWM,
WEBS 2x4 SP NOS
WEDGE
Left:2x4 SP NOS,Right:2x4 SP NO.3
REACTIONS, gNdxe) 4=T/4rU3b,1�68
Max HOG 1=-22(LC 6)
Mex Uplift 4=-240(1-0 8),1-215(LC 3)
FORCES. (Ib)-Mex.C.P.W.,Tom.-All tortes 250(M)Gr lase somst Man aMwrr
TOP CHORD 1-2=9003/301,2-3=912285,34=-1042f3oB
BOTCHORD "=245AX15,5E-246'912,4-5=-244901
NOTES
1)UMelanced root live loads hove been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second pool Vasd=101 mph;TCDL-S.Opsl;BCDL6.0p s,h=25X;B-45ft;L- 41t;eawa�ft;CaL
11;Exp B;End.,GCA-=0L1 8;MFRS(niractional;canlllever right exposed;porch left and right exposed;Lauber DOL=1.30 plate
grip DOL-1.60
3)Provide adequate drainage to prevent water pacing.
4)This Muss has been designed la a 100 lost bottom dlord Ilve bad nonwrcunent with any o3rer live foods.
5)-The truss has been designed fora live load of 20.0pef on the holtom than In all areas where a rectangle 360 tou by 2-0-0wtde
will lit belween Me boon dford and any star members.
6)Provide mechanical onnedon(by olbem)of Mas to bearing plate capede of wtthetweing 240 lb Uplift at Joint G air 215 to uptlft at
)dun.
7)'WILED' Indicates 3104(0.141VO-)or 3-12d(0.148'x325-)toe rally For more detalb nater to MITek's ST-TOENAIL Detail.
8)In IM LOAD CASE(S)sectlon,loads applied to the tete of Me truss are noted as front(F)a beck(B).
LOAD CASE(S) Standard
1)Dead.Root Dve(balanced):Lmnbar Irasam=1.25,Plate Incmese=t25
Udlorm Loads(Nf)
Ver:1-2=60,2-3=E0,3q=-00,7-11=-20
Concentrated Loads(1b)
Vert:2=42(B)5-W(B)14=42(8)15=42(8)16_143(B)17=36(B)13=36(B)19=-143(6)
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10331 TO T35 Hell Hip dNer 2 I T8920230
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ApNG i CSI. DEF1- In
0. [A Lb PLATES GRIP
TOLL 20.0 Pleie Gdp WL 1.25 TC 0.15 Ved(LL) -0.02 5 >999 210 W20 200/190
TCDL 10.0 Lumber DOL 1.25 BG 0.31 Vert(TL) -0.05 5 >999 180
BGLL 0.0 ' Rep Stress trrr NO WS 0.03 Herz(TL) 0.01 1 Na I
BCDL 10.0 Cade FBC2014/ PI200) Maids-MS Weight:1810 FT=20%
LUMBER- BRACING
TOPCHORD 2x4SPN22 TOPCHORD Structural WOM MeeWng directly applletl or4-0-0oc pudirs,
BOTCHORD 2x4 SP No.2 exgpl and veMcres
WEBS 20 SP No.3 BOTCHORD Rigid calling directly applied or 1 M 0 no bracing.
WEDGE
Left:20 SP No.3
REACTIONS. Oval,M) 0=153IMecMnlcel,i=153A)-38
Mex HOU 1=24(LC 8)
Max Uplift 4=-04(LC 5),1=-25(LC 8)
FORCES. (I1,)-MexC lMax.Ten. Affine0250(1b).rhrsamrc.,taTan shown.
NOTES-
1)Unbalanced roof Ilya loads have been considered for tie design.
2)Wind:ASCE 7-10;Vulwaoreph(3second gus0 Visi 01mph;TCDL=5.0,f:BCDLv.Opsl;h=25ft;B451t;L=2011;eave4d Cel.
11;Exp B;End,GCp60.18;MFRS(dlrectlonal);Lumber 001=1.60 plate Sop DOL-1.60
3)Protide adequate drainage io prevent water Funding
4)This tineas has been designed for a 10.0 psi bolfom MOM Inde load nonconsurrent With any Omer IIeo loads.
5)-This truss has been designed for a five load of 20.Op f on the boftme MON In all ernes where a rectangle 360 telt by 2-0 0 ends
will lit beMeen the bottom MON ark any other members.
6)Rater to glydeds)for truss to truest wnnecllMa.
n Pmvlde mechanical connection(by Others)of truss to beaMg plate capable of Withstanding 4416 uplift at joint 4 and 2511,uplift at
Joint 1.
8)Hanger(.)ar other connedlw deVd.ja)shell be pmNded sufficient W armpit concentrated load(s)2316 down and 50Ib up el
2-0 0 on top MON,ant 29 lb up at 2-2 2 on bo9om Monl. The desl"eledlon d such cannaMon devlpe(s)Is the resporsibllily d
Others.
9)In the LOAD CASE(S)section,loads applied to the lace of the tmee are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead v Root Live(balanced$Lumber Increaea=1.25,Plat.Incrseei 25
UNfOon Loads(pit)
Vent 1-2=1,0,2-3=60,4 6=-28
Concentreled 1-meds(Ib)
Ven W(B)
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rme,nwLnorrvge.daNay,armnnal aavdmnum.melmwr°dame,reeaxaylnlowfyCxerne.baeaa meeeu aeamyeorree.wu 6°�'�y�1o�.
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LOADING(psi) SPACING 280 CSI. DEFL. 91 (roc) Inion Ud PLATES GRIP
TCU_ told Plme Gdp DOL 1.25 T 1 0.82 Vad(U_) 0.3621-Z! x624 240 MT20 244/190
TOOL 10.0 Wmber DOL 1.25 BC 0.83 Va1(TL) -0.8821-22 s332 180
BCU_ 0.0 ' Rep Stress roar YES W B 0.22 Herz(IL) 0.04 11 Ne No
SCDL 10.0 Code FBC2014/TPI2007 Mathx-MS Weight Mlb FT=2M
LUMBER- BRACING
TOP CHORD 2x4 SP Not TOPCHORD Structural woed sbemhing directly applied or 3-11-0 oc pulllre.
BOTCHORD 2x4 SP No.2'Except' BOTCHORD Rigid ceiling directly applied or S-8-100o bracing,
1-16:2x4 Be No.1 MITek m ommenda Ihffi Stabldone M required crude brsdn
OTHERS 2x4 SP No.3 b°lnet I,sd of 0lea°rection,In accordance vMh Sbablllzegi
REACIRONS, gbvalze) 1=]22/0-38,11=)98/0-37/ inelellaunit id°.
Max Him 1=-34(LC 10)
Mex Uplift 1-259(LC 12),11=292(LC 12)
FORCES. (Ib)-Max.Comp AlmsTen.-AII 1.250(to)orlaeg except Wbenahmat
TOPCHORD 130=-13501019,23 l31U1021,2-3=-1317/1025,331-1301/1024,4-31=-12°2/1028,
b5=.1282/102],51291/1051,&]=-129811052,16-128811028,8 3 2-1 28 84 02],
632=-130]/1026,91p=-132511028,10.33-131 Y1025,11-33-1358/1420
BOT CHORD 1-22—B1124Q21-22--11124520-21--16'124519-20--116124519-1--81&1245
17-18=-911248,18-11-9161248,15-18-91N1248,14-15=816'1248,13-14-91 61248,
11 =-9164248
WEBS 618-8-481/58]
NOTES.
1)Unenforced!rent this leads bays,bean considered for Wa design,
2)Wind:ASCE 7-10;Vuli=130mph(3-second gust)Vio d=101fri TCDL=S.Opef;BCDLd.0i h::2t5f1;B—I58;L=2Mf,eomd=%Cel.
It;Fou B;End.,GGPI-0.18;MW FRS(directional)add 0 ExNdoR2)06-12 to 37/12,Intedor(1)3d-12 to BA-8,Exledor(2)91 to
1288 zone;candlever left aM right ano ed;porch left add 09W egxwed;C-C for members and forces&MFRS for fnNons
ehoym;Lumber DOL=160 plate grip DOL=1.60
3)Trms designed for and!loads In the plane of the buss only. For studs dep0l to shot(normal 10 the lace),see Someone Industry
Gable End Details an applicable,or coreW1 qualified building deslgner as par ANSVTPI 1,
4)All plates are 914 At unless olhemse indicated.
5)Got slutle spaced at 1 4 0 cc.
6)The ends has been designed for a 10.0 pol bottom chord INa load nonoorwubem wi h any other Ilse loads.
7)'This has hes been designed for a live load of 20.0ps1 on the boftom chord In all areas were a rectangle 3801N1 by 2-00 Won
x111111 between the bottom cbond aril tory other members.
8)Provide mechanical connection(by others)of than to buying plate ennoble of Withstanding 25910 uplift at land 1 and 292 to uplift at
fdni 11.
LOAD CASE(8) Standard
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k WgHrM.YX1MIrMIrYm]blvevenicdkFNMlnlu�w��IM NIHY vd ggXnV Wn�e.Fw9allel,x PH0.'Hcelapadl9lre e
rdxkulsomwry-.dncioson Tustitloussd18 KmesacMMle3l ZhpMll/tNI VA MCMwIo.aMd9WNBC11Ntlkq CmMulall T..IL EH In
MMY IMpinypr wWtle son lluflab IIWMe.Rla N.LeHSlleal.a11e311.Hern�Sl¢VA M14, in,q.FL mNe
Job Tru® True Type Cy Ply Gr6e.d
10331TO T37Co. =8820241
6 1
Job R (opt )
T `""rafte"'1^']• "`'"'k"Lam^ 8.01 O S Apr 202018 MIas Industries Inc. Fn Jun 2411:28:442016 Pagel
IO:fA N5HZ4BwO6 3YUN4yZeea-WwL ORBS] 14Fs_TDFBOWdgS Lxa9xMpI
FPO 988 1250 1850
-o-9 zee 2.Ba
zo-3
Sr. '341
]l II
3
400 171-2 2E,11
2 4
3 14
5
�a
ys- s
31® ]x10= 63=
as II
PaB 142-0 t 0
45a 45y
PIMe OMaeN(X Y1- I10-00 6113111032 Etl I ISDPO41-131 IS 43-2 Etl0el
LOADING OM SPACING, 2-0-0 CSI. DEFL. In (loo) VM Ib PLATES GRIP —
TCU 20.0 Platy GOP DOL 1.25 TO 0.41 Ved(IL) -0.12 612 >999 240 KIT 2941190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 VBQTL) -0.33 6
9 a898 180
BCLL 0.0 qsp 311ee Inc! YES WB 0.2] Horz(TL) 0.03 5 We Na
BCDL 10.0 Code FBC2014RPGNI Mablx-MS Wgght:)]Ib Ff=20%
LUMBER- BRACING
TOPCHORD 2x4SPNo.2 TOPCHORD Snuounal mod streathin,directly applied or 4-38 m pwlMa.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid reBing dwffy aWfled or l0-0.0m brecing
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS (Iblsize) 1=7nN8-8,5=777N38
Mex Horz 1= (LC 11)
Mex UpIN 1=86(LC 12),5=86(LC 12)
FORCES (1b)-Mex Comp.Mex.Ten,-All lomes250 poorlass exceplahenshown.
TOPCHORD 1-2=-1 52129 8,2-3=-12 282 3 0,3i=122823],45=-1521286
BOTCHORD 16=227/1395,58=-227/1385
WEBS 3A=tIXV]00,48=3881165,28=-38fl1195
NOTE&
1)Unbalanced moi five lt-1 have been consltleretl loribia design.
2)Wind:ASCEl.,G Vuu=18,MW (RS(dir tlgust)mdC-0Em r(2) to3BCDL=5.Opsl;6=25X; "d ,E= 6oe)WO-O Cal.
1 E191 B;Fa1d., for mele;MWFRS &lMFmtlor Ef..an)09 un3-0-0, L=I.or(1)3-0-0p DOL=Extedor(2)4B-B to
1268zme;ab for memberaend forces10.08MWFRSfor If"loas shown;Wmber DOL=yotplategOp DOU1.80
3)TNG,imasflanbeenneagnetlb!a hlr psidof 20.0p!
dnthr bottomchocuneM efin lvelands.
4)•TMs Imss has been orn deo for B Ian load of 20.Opei on the bottom MON In all areae w=ere a rectangle 3 8 01x11 by 2-0-0ltle
will fit behasen the bo0cm clan(and ht members.
5)Provide mechanlcel cOnnaMion(by others)
of of imsa to beeMg plate capable of withstanding%Ib uplift at)oIM i and Be to uplift at
Idnl5.
Q WpriNtlmVWay Enrpn{wmmtlan an9 eElp Mp)Ea ON rM6pNe WLLWEO MILER aefER4NCEIIpEMM10TJ m'.16OA'f0laaafpeEYSE -1Y�'
1M.'n.WMa Jim xwMdMapdaapar muM ueillyriP.tTtM:2alYIXCeYT Warnla[u4 FMeAY uWale ft JeWrr Yr g%Z, M_Y■
b°la19deaar.aaar96xaadeb Mover,10-,�Ia,IPmbeNUl yllrea ba.,lola,eramwrloel.em• mm� .paor,and orenlermro MiTek-
tRwgareglWbrfkCNVagbPerenicW;•awMrpyMBpipaJ bxeyW popalyp irBe.(p garyly P4�Icera9aaC nq
My\MaroY.IbwWY.elxlknatl EmaYl ollnura[didlnrW eylarn.a�aAMM/Ml Cully CMarN,pleA9>q FL9 WilgMlperuN ee00 IL.1BML.
ellYYbmNm rnLdlclgn 1�RaR MIMe.RIe N.Iee Slreel,SIb312.NaXIXfxh VRY1319. Tenpa.R 33610
Job T. Trust,Type GlyPly Greenwood
pec
10MITO T38 Roof Sial 1 1 T---]
uldeng Contended
X II
who'. e.n4eca BOtOSApr 202018 WT.Industries,Inc. Po Jun 2411:28:452016 Pagel
]
ID:IAPSNSHIAeao6e9N3YUN4yZ8m_h 19CNOCAe OEkv HVMORoGs ovW4eTVO mp0
h0 880 1230
d-0 850
].a0 2e-e zee Sao z-aa
prele=1:33.3
A6 II
3
IW 12
2
2 /
12 h10= 2s, II
6 6
1��1 Iry
a#— a7
3e
H. em,-
908 SL
%B g
Plate 011SaM(XVI 11 000 0.1 131 11 032 Ed 1 830
LOADING
(Par) SPACING 2-0-0 CBI. DEFL In (loci VdaB lb PLATES GRIP
TCLL 20.0 Plate Grp DOL 1.25 TO 0.51 Ved(LL) -G1B ]8 >999 2/0 W20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Ved(1L) -0.49 ]8 >/]1 180
BOLL 0.0 ' Rap Strada ler VES WB 0.28 Hodd(TL) oA5 ] No one
BCDL 10.0 COOK FBC2014/TPI200] Marto-MS Weight 901b FT=20%
LUMBER- BRACING
TOP CHORD 2x4SP1,1o2 TOPCHORD Slmclural wood 4patNng dlrectly sppXed or 4310 of,purlie,
BOT CHORD 2x4 SP Not excep
WEDGE t and Worries.Worries.WEBS 2x4 SP No.3 BOTOHORD Rigid telling Olredly applied or 2-20 do bracing.
Left:2x4 SP No.3
REACTIONS. (Ib/size) ]=]]1RAeMenical,l=T/1N58
Max Harz 1=tf3(LC 11)
Mex Uplift]=-88(LC 12),1=85(!-C 12)
FORCES, (Ib)-Max COmpJ .Ted. All 101nes250(lb)orims except wTenslwvm,
TOP CHORD 1-2=150828 ,2-3=-12142 2 9,3-0-120922.4-5=1458282
BOTCHORD 1-B-24fiq 380,]-B-249/1343
WEBS 2-8-383/149,3-8-1 W/6W,48=-344/15],S7�l 00/330
NOTES
1)Unbalanced roolllVe l0ads have been consldared lorthls design.
2)Wind ASCE]-10;Vult=130mPh IS second gust)Vwd=t Olmpb;TCDL-3.0psU BCD1-5.0pef;R25ft;3=450;L24ft;eeve-4X;Cal.
II;EVB.Error.GCpib.18;MWFRS(direaXone0 and C-CExtercia0-0to3-a0,IMedor(1)30.0to99-8,Ededor(2)9 Sto
12 6 8,Interlohl)17-5-0 to 19-34 z0oe;C-C for members and forces 8 MW FRS for hoeobons sHown;Lumber DOL=1.80 plate grip
001-1,60
3)Provide adenine drainage to prevent water pasting.
4)Trus truss has bean designed for a 10.0 psi Whom chord live load noncorcunera with any Oster live loads.
5)'This thuds had been designed fora Ilve load Of 2DOpsf on the bottom chord In all paper wfiers a notugle 330 tall by 2-0-0 wide
will 8t between the bdOOm chord and any other members.
6)Inner t0 glydens)for firl In truss connections,
])Provide mechanical connookil(by the.)of truss to baenng plate capable of withstanding W Ild uplift at joint P add 85 lb uplift at
hint 1,
Aw/RNMd VxSy4WanpvmMxrmYRE UN CN]N54NOMCLI/OEOM KREFEMN0 NGEW747Jm fddd JIS BEFORE YSE ��'
Datl{xr WMl lu Ore uYY'Mln Mlaxacmra:hga RltlefY}rk PxttlgdYrNk Rxmnlen Ywwn.ml ktw m MW q'dNdMg wrnhxxrinl.rnr
akra eMlerrr.Vahm ua I1n pqg Ember mut valN Ire aph9k W IN of�r p�mre W s aq pcmnv xwupaub are E�]n Ma Iln weal
apaeb. BEugxwYleEklo mewv nwuw axrexnmx m.:wenmE/«aroramemoal.mp.iullorM lemPorm.mre PNnrdwrlla«.��;r
mWgaheaRMf�vNatfYYWJppe�ladN or wen P-Wp Wrwrullrraayav]FUllQ WntpB.fagmaralpMbKeheeepeaee M7ek-
4Mknacim—course
recMn(Mp¢fgdkunaaM kUpryppmreaANynNI RIHIYCRMp.pM419aq 1CR aakFp Cwrywxnl best Fuka Exh BM4.
5d=ly lMwmoXm aWkaMetmn Um Rap FtlMe.flB N.lee 5hwl,eaMJ1R.Ne�uxaY.VA?Y414. Tanq,IL deals
Job Truu These TypeGN Pry Greenwono
69zoz
IM31TO T39 Roof Spial t 1
JOD 2aI 1 1
wYlsnq colrgawm suppry, Jecksonwlle,Fl32258 - OAIOSAyr2D2015set TekIAp OEk.lH Fn Jun 24l.UX82D16 Pagel
ID:IAPSIGHZ49ECWBN3YUN4yZBae_IGIOCNaCA�OEkrpHVMgROGsvyWOUXPMNOCY36p0
]'00 Lb9 1550 1930
]30 2$8 5&8 4O0
Sule=1:33.3
Ti II
3
4 00 12
2.4
2 13
WO= 2e41
4 5
l� 13
I �e
e ] 6
rt=
d10 318
8 =
AII = py=
I'll's W 1950
6a8 5.66 4.00
PINe 0SaeN DLY1- ft'&000.1-13L 11'03-2 Edger
LOTNO(peB SPACING- 2;" CSI, DEFL. In (I¢) Veafl W PIATES GRIP
TC LL 20.0 Plate Gulp DOL 1.25 TC 0.51 Ver(LL) -00A9 " >999 240 W20 244/190
To 10.0 Lumber DOL 1.25 BC 0.95 VeMTL) -0.51 " a457 1S0
BOLL O.p Rep Streae In m VES WB 0.55 HOO(TL) 0.05 8 Na Na
BC DL 100 Code FBC2014RPI20W McMx-MS Weight:87 to FT=20%
LUMBER- BRACING
TOP CHORD 2x45PN0.2 TOP CHORD &=uml xood sheathing directly spoked pis 28 oc purlins.
BOTCHORD 2x4SPNo.2 except and vemlcels.
WEBS 2x4SPNo.3 BOTCHORD Rlgld calling directly applied or 2-2-0 op bracing.
WEDGE
Left:2x4 SP Nob
REACTIONS. (11phu e) 6=nlNechanlcal,1=771ro-58
Max H. 1=63(LC 8)
Max Upli0 c87(1_0 12),1=83(LC 12)
FORCES (ID)-Max CcmplMax Ten.-All forces 250(M)prices exceptalerlshown.
TOP CHORD 1-2=9502288,2-3=122823],34_1248215
BOTCHORD i-5=265113]5,&8=321/1456
WEBS 2-8=371/135,38=33/536,0.8=-3]t/163,6d=9501/355
NOTE&
1)Unbalanced roof Ilya loathe have been nominated for this design.
2)Wind.ASCE 7-10;Vu8=1 Minim(3-second gust)Val 01 mph:TCDL=5.Opaf;BCDL=5.Opaf;h=258;13=4511,L=24X;gave=41t;Cat.
II;Exp B;End.,GCpi=0.10;MFRS(directional)ami 0.0 Extemr(2)O"W 360,intermit)3 0to&8 8,EMI 9,&8 to
12&8,25erof(1)155-0to 19-34 2one;C-C for members and forces S MFRS for readlom shover;Lumber DOL-1.60 plate gulp
DOL-1.60
3)Provide adequate drainage to prevent water ponding.
4)This Muss has been designed for a 10 O psi bottom chord live load nonconcurreM Win any other INe loans.
5)'The imss hes been oneigned lora live load of 2O0psf on Me bottom drool In all auras where a radengle 360 NII by 2 0 0 wide
Wil fit between Me Whom chord a1M any other members.
5)Rater to glider(s)for INae to pan cormunlons.
7)Protide mecnarucal connection(by others)d truss to peering plate capable of vnMatanding 87 to uplilt at joint 8 ara 8310 Mint at
Idnt 1.
AWARNWa'VFHy Jxgnplunrlmub flERpNmEa ON IX64NOWCLVOEp MREY flEfER<NCEVI4EMN1<1]m.lmdaal5.Emaa.
ce.Y9,Wpla meno,WT MII..cwreolai-poeanabaetl only Ranr elem u—n a'A a lcr m M irl Wdnn comp—r,.rot
Nmryrlwn.Bslweue.11w dl9pdapw�mut vMry Ta g4M:d11ryo19M4�WdIMIP1Ob peplN
NmMT'm
FcaTdafo IN[tb4o Flo IMove�dl
a an%�aPead w9hmtl baPevaa WlR>a`fIID WVHeL mltl pMallYddaNa. fa fb]W] OFmmuamlh Jg ek•
kAtolblslaa2e.ddNe�y.aacbnmldocYpol M.vsaglnosyelenit waAHN/INl pyyry CMMe.p ldYaM aplauMPCeiroawA aW Peal EM
Te6a5.
etlaly CMmXon o.JdAe Yen lam Nale MMe.PIBN.Iex Sneal.AYe+31 R.Ib6r(IM.VAY1311. �rys.FL SM10
Jab Trues T.Type Cry Ry Oraeh..d
1W31TO Too Poor SpeCiel 1 1 T082o2H
bRk ( Kroll
ouwnq Cmpwmnl0uppry, JepxBolmne.H32258 8.D10 s Agr312018MinallMtansla nc. Fn Jun24ll:23:482018 Pedal
IDUPSN5H24PoceegW My28ea-S1p5MYNOEUIr"SN?MNeN EKIm wFY1IDPw2134p9
T980 1359 1850
Too-09 zee 33e Sao
Ysb-Im.
he I
400lz �\
0= 3 II
2 13 E
5
12 (` m
B T 8
4g
%_
B8'B 1360 Is"
B8e 338 gpq
Plate OIImE(XY1- I1'DOO 0.1431 D'O32 EE 7
LOADING_0 SPACING 280 C81. DEFL. In goc) Uda' UE PLATES GRIP
TGLL 20.0 Plate Gdp DOL 1.25 TC 0.51 Ved(LL) -0.20 6-6 >999 240 MT20 241!190
TCDL 10.0 Umber DOL 1.25 BC 0.95 Ved(rL) -0.51 6-6 >451 180
BOLL 0.0 - Rep Stress Incr YES WB 0.59 HoaTL) 0.05 6 Ne We
BCDL 10.0 Code FBC2014 PI21Ri] Maid Weigh:941b FT=20%
LUMBER- BRACING-
TOP CHORD 2b4SPNo.2 TOP CHORD Structural wood sheathing directly applied or 43-7 w purlins,
BOT CHORD 20 SP No.2 except shot yedlcafs.
WEBS 2x4 SP No.3 BOT CHORD Rgid calling dl ectty applied or 2-2-0oc bracing.
OTHERS 2x4 SP 140.3 WEBS Web Brace:LergO(member) 4-0.8(4-6);
WEDGE
Left:2x4 SP NoA
REACTIONS. (IWsim) fi=T>t/MecHenlcat,1=M7 5.8
Max Hort 1=U(LC 12)
Max Uplift 6=-102(LC 9),1-81(LC 12)
FORCES. (Ib) Mex Comp.IMax.Ten.-All Smash 250(Ib)or lase asap wren aMwn.
TOPCHORD 1-2=4504288.2-3=1217230,3d-121N218
BOTCHORD 1-B=-285/1378,38NDM1378
WEBS 2-8=381/146,38=41811,48=328149,4.6=-13981322
NOTES
1)Unbalanced tool live loads have been considered for his design.
2)Wind ASCE 7-10;Vuft=l Wroph(3-second gust)Vasil=l olmpl;TCDLi.0psl;BCDL=5.0pal;h=2511;Bd ft;L2411;eave-Ift;Cat.
II;Etg1 B;End.,GCp".18;MFRS(directldml)and 0 C Exterior(2)080 to 380,Intedohl)3-0-0to 38-6,Extedor(P)38-6 to
12-8$Intenor(1)135-0to 1934 2me;C-C for members arot forces 8 MFRS for reactions shown;Lumber GO180 plate grip
DOL=1.60
3)Protide adequate drainage to prevent water pondng.
4)This truss Has been designed lar a 10.0 par bottom chord Ilve load noncawurrem Win airy other live loads.
5)-This truss has been designed fora live load of 20.0dsf on the Bohm chord In all arses w ere a rectangle 3-6-0tall by 2-0-0 less
*118t between the bottom WN are any other members.
e)Rotor to glyder(s)for truss to trues connections.
7)PmAce mechanical connectlon(by others)of tinea to bearing plate capable of withstanding 10210 uplift at Idnt 6 and 81 to Uplift at
Ioint t.
QWI.- TNIa4Na MLLUOEa MRfl[aEEEMHGEVJ UE tli]xAnr.laOYNIf BEEONE U9a
OMryn WtlMweuYYMlh MIeFOcmreckn tl4tlaLLT a I-d oNy Wer Vum"t'mq-v�uJ alum Lea LJ�epcunl>'^mnl.rot
Innrypant P¢Imue'losio ldr 6YyannalvaRy lla gTYk ilha�NW�r9mwta@W wct�wlvLwaPgab he to.
atl . MiN `aMb`RecV 'OWNe�r«q `rrry�WgJnwamm� faced P.� WNe��Idocro M
toll col-n'
ot iMa2e.col-n' dnlro ollnmeauMTm[ytemtNMHN/I%1 y�yIy C1M¢aYd9aq BCY LUNgCmpwrN BPo4 Pnb Er1BM.
9dNy IdwmoXm wddAe Iwn I�u FMe InbXMe,'!19 N.Lee SlreeL SMa12.NBXWEh V,x Y1J11. Tmry0.FL.10
Jcb Truss Tru Type city Ply Greenwood - TB920245
rm
10331 TO T41 Mop)N Closer 1 t
ions)
banking Component Supply. Jacks.nmll ,-I M256 5.010 s AV 02016 MITek Industries,Ind P4 Jun 2411:2&Q 2016 Pagel
ID:fMSMHZ4Bdc6eA6 N4yZ8ae-w NUZUO2Mgg yulwlYq tgBjhnG Xy SVE4p
3P6 73 0
PP6 3511
2R4 II 6Wa.Mar
3
4.O 12
yf L
2
1
e JU621 10
ase II xM 3i II JU624 a
66= 35-
&Pb 73
3P6 Y611
Plsle Oftaela IXVI- 11:0.32 E4e111:0000-&13112'62-0P1-B1 180.300-1-81
LOADING(pas SPACING 2-gO CSI. OEFL In Qac) VOell IN PLATES GRIP
TCU 20.0 Plate One DOL 1.25 TO O.0 Vydt LL) -0.09 45 aM 240 W20 24 190
TCDL 10.0 Lumber DOL 1.25 BC On Vatt(Ty -0.10 4-5 ants 180
BOLL 0.0Rep Stress lncr NO WB 0.68 Hopi 0.02 4 Na Na
BCDL 10.0 Code FBC2014?P12007 wrix-MS Weight:34 lb FT=toM
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 386 of,pudlns,
BOT CHORD 2x4 SPSS except and Ventrals.
WEBS 2114 SP Na3 BOTCHORD Rlgo celling dlrec"applied or 10-0-0 oc bracing.
WEDGE
Left:20 SP No.3
REACTIONS. QNslxe) b-I&I&Mechamc81,1=1279N-5-8
Max Hon, 1=68(LC 8)
Max LOW 4_--220(LC 8),1=147(LC 6)
FORCE& (to) Nair ComplMax.Ten.-Alllomes 250 Qb)orlass except wfianslloxn.
TOPCHORD 1-2>228 l
BOTCHORD 15=3CV2158,4�-30212158
WEBS 2-5=-155C475,2-4 2375r332
NOTES
1)Wind:ASCE 7-10;V.lt=130mph(3aeardigust)Va3d=101mph;TCDL=S.Ops)BCOLd.Opaf,,h=256;B=15ft;1-=241t;ea,mdft;Cat.
11;Exp B;Encl,,GCpl�0.18;MFRS(dlredlonal);Lumber DOL-1.60 plate grip DOL=1.60
2)Tulatmsshasbeendesignedfora10.0psi)paled MoMIIVBlm rxxl ...ntwithanyothal Ilyaloetla.
3)'This trials hes been designed for a In load 0 20.0pal an the bottom chord In 811 areas where a rectangle 36-0 tall by 2-0-0 wine
.11 lit Woman the looftom cion and any Wm,members.
4)Fear to girtler(a)lar truce to hue.conecti n.
5)Protide mechanical connection(by others)of trues to bearing plate capable of Withstanding Z!0 Ili uplift at Joint 4 NYJ 1471)uplift at
John t.
6)Use USP JUS24(With 10d dells Into Giber 610d malls Into Truss)or oculvalent spaced al2-0.O ec mat stadllp At 2-0-12 from the
IMI BM to 13812 to connect tnae(ss)to back face of bottom Mod,
7)FlII all nail holes where hanger Is In correct win lumber.
n)In the LOAD CASE(5)sectio,loads applied to the face 0 the imss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Poor Live(balanced):Lumber Increase=1.25,Plate 1Mmese=1.25
Onttmmn Load,(pit)
Voll:1-3=80,4 6=-20
Goner muse Loads Qb)
Ven:5=751(B)9=451(8)10=a51(8)
QWI/a1NfiV�my MrllnpusuNnsM aEla XpifeaN 7NI5PNa WCLUOEO M?EN eEFEN1NCE edaEYi11]]m.la9N016 a[IOMaK
1wY]Ia ve aYyklwmYrJM4.YWQpCgnpaan4 rot
krow
Wdtp cesor. wmeYUqeY,IMMWMaOdkVln Wmw mh.HoyMoYIIMMgSAkdMIYOIIXNyn Wlmw or..,rrr'
.mo,rrr' �culxaWe Tk�lespn Ytlmt,aTrneaavme,o
¢i'pff
ktlwawrrMF4'etlW WNY1—Donevt -'tonaewllhl�hfw I'..- �l wom,QQuals, ,Des.id lllWmcerdNcornace 9pal f`eM EMektl.
IrdY.MMt alae,tlMutvy,erect—aNMa[f9of lyd4, Mm..e IZ .vInoPll VA.IM pLd9aM aCN ausTq ColrVuwml
baly InldmWln wddMe M1an Inw Rale Yes Me.210 N.Lw IDeel.5dba11,NewYiYl.VRY1311. TarryY.FL 9M10
Job Trus Trues Type OIy Ply Gaanewd
BB202 8
10331T0 T42 Mowputch Girder 1 I
Jebllefeosrnnikin urim
Bu1Mmp GompenN4 BIIpp1Y, Jed¢onvllle,F132258 3.c0c3YUN401 -TekUuWiasiI Fri Jun 2411:2NGiX 18 Peep
ID:iAPSN5H248dc6Wm3YUN4yZ8W-wDNUZu02krgiFYulYnYgnipcjgeGNGI%yycSVz34p_
3a5 T3-0
&&5 3Stt �
. it Sane=1:18.7
3
4.00 t2
as
2
1
910 1 11
T.... rll026 3x0 11 THDza
m=
me=
Ps T.3-0
3P5 3s1t
Plate O0se6(XVl— It:034.6351.12:0.21.0.1-BL 15:014.01-BI
LOADING(psi) SPACING- 230 CSI. DEFL in (lac) gdefi w PLATES GRIP
TCU 201 Plate Grip DOL 1.25 TC 0.30 Ven(LL) 035-a >888 240 MT2D 241180
TCDL 10.0 Lumber DOL 1.25 BC 0.78 VW(1L) -0.07 5.0 >88g 180
BCLL 0.0 - Rep Stress Ina NO WB 0.61 Won(FL) 602 4 we nor
BCDL 101 Code FBCWI4/TP12O07 MMMx-MS Weigh;381b FT=M
LUMBER BRACING
TOP CHORD 20 SP IMP TOPCHORD Swcturel exact summing directly applied x3-014 oc pnuls.
BOTCHORD 206 SP N0.2 except and ver3caM.
WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 1000 oc bredrg.
REACTIONS. (ttelosM) 1=1535105$4=11WIMSchWlcal
Max Hour 1=W(LC 8)
Max Up118 1=-183(LC 8),4-1MILC 8)
FORCE& (Ib)-Max CamplMax.Ten. AllfwaS250pb)ormerexceplehentiossm.
TOPCHORD 1-2=2080275
BOTCHORD 1-5=30&1982,4-5=-31161812
WEBS 2-5--14&1252,2 b213WN
NOTES,
1)Wind:ASCE 7-10;V W=130mph(3smond gust)Vaed=101mph;TCDL-S.Opst BCDL3.Opal;82511;B=45R;-=24n;save--411;Cat,
11;Em B;End,GCO,0.18;MFRS(directlmorg,Lumber DOL=1.W plate gdp DOL=l AO
2)True truss has been coughed 1m 010 0 psi bottom"to INS load noway cure n with any other live loads.
3)-This thus has been assigned for a give load 0f 20.0psf on the botlan clown in all Moses where a rectangle 33 0 tall by 2-0-0 Wife
w11I fit betvreen Ne bottom cora and anywlhe,members.
4)Refer to glreege)for wee to trues connections.
5)Protide mechanical wnnedlon(by others)d thea to Loading plate capable of wllMtaoing 1931b W i8 Sr joust 1 and 1M Ib uplift of
Joint 4.
e)Use USP THD26(With 16d roils into Glaser 8 NASD roils Into Those)or equivalent spaced at 2-00 hoc max staring at 1 31 2 from
Me 10 Mrd to 5312 to connect merges)to front face of bottom core.
7)Fill of mai holes where hanger Is In coned with Ivnber.
0)In the LOAD CASES)section,loans applied to the face d the was era noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead s Rool U.Male mall:Lumbar Increase=1.25,Plate Increase=1.25
Uniform Leads(pig
Ven:1-3=b0,4-6-20
Concentrated Loads Ph)
Van:9=-BGO(F)1 o-4W7(F)11-801F)
All....n"tlsoanpvwnwm uW eEla Na1E5 PV 11Na so.NCLWEO MIfEx XE 1hicE YIaE Na1171 rev.IM13^lOIb aEFONE mSE
posson ieWJr k bJa y ut"'n P=onelersSwxn.andh for— art dWdhy canp^mnr.ml
InwryWn.awaa r.IM UWrV dP�mrlanXMreerlrY Irg411kfilLIN WdeWrWmwlm aM WUCenYlocapaala BAtl npbll'e wmdl
W410 ,. r 4k onatoP—se. GsakVotfW]i JInYWWTd1ano,oul Can MY.PMMwd IemV xYadpenmrenibaClrQ
�m hr.[Mya.dMMY.wxlbutl M¢kG Itlla'tl Mmgfteml MaXA/MI GYIh CNxI4DRd9ab C01eMmP<MpMwY
W W PUFa Eep3M.
MMY IrEmriollM P'tldJe Yan Ins Fila xMxrla.RIB N.tae SIree1.911e J12 NeaOfM VPRRd14. Tempe,fl 30810
Job Trus, True TYPe OtY PIY Greenwood
982024]
fp331T0 A3 HID OIrder 1 i
J bRei 1 1 ell
BOIIOIRA COmpon1MSllpply. Jedcomnlle,FI32258 B.OIOSAprUWya MRek IMPgV5yZrc. Fd Jun PILM8:482016 Pe9e1
ID:fAP5N5HZ4Bd:6e91D3YUNIyZBu-0PxenEPAVSyZfTUUP3353PIL]2E'MhmcBJ¢94oz
14-19 558 16e-0 A24 164U
1493 3&11 4168 3163
Ewe=121.4
Nm
2.471z NaaEDNAaED WILED
h10= We=
NAILED NAI m
4.ag FIzNAILED a 1e 1e a 4 11 ru1LED
hi 1]
NAILED ]x10
�'yI1 5
1 2
la d
I� f
10 22 P 23 24 0NS= 25 7 3911
_ 2M II NAILED 4S= WILED WILED NAILED 2x4 II 49
39 II NAILED NAILED WILED NAILED
NAILED
Y7-13 Sbe 1640 142-] 15413
b]-13 &&11 4900 3168 145
Plate OftseN - 1.4.32E 1:0.0.00.11 2:05-009-0 5:03-0050 8:O32E 9:Etl 0.113 B.P2i 0.2-0 4,024ft
LOADING(pelf SPACING- 24L0 CSI. DEFL In (Loc) Vee9 Ud PLATES GRIP
TOIL 20.0 Plate Grip DOL1.25 TO DES VeA(a) -0.09 8 a99B 240 off 24N19O
TOOL 10.0 Lumber DOL L25 BC 0.89 =(TL) -0.23 84 a835 180
BOLL 0.0 ' Rep moost Mor NO INS 0.28 Horz(TL) 0.04 6 we No
BCDL 10.0 Coca FBC2O14YTP12m7 Marx-MS WNght 67 so FT=2096
LUMBER. BRACING-
TOPCHORD WSPNo.2 TOPCHORD Structural wood sheathing directly applied or 3-0-14 m purn,
BOTCHORD 2x4SPNo.2 BOTCHORD Rigid telling directly appied or 10-0-0oc braceng.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. lips.) 1=8] 5A,6=88N1olechenlcel
Max Rom 1=15(-C 23)
Max Uplift 1=93(LC 4),6=-93(-C 5)
FORCES (Ib)-Mex.Comp.Mtex.Ten.-Aillwves 25O(Ib)or lees except Mien shown.
TOPCHORD 1-2=-1]80203.23=2325221,34=-228821),4-5=2325221.58=1]61202
BOTCHORD 1-1R-19W182),9-10=18R'1619,89=-181➢2289,75=17W162D,4]=181/1629
WEBS 2-9=4895],55=-61255
NOTES
1)Unbelenutl reef If.Inds have been cenaldond forthis design.
2)Wind:ASCE 7-10;VUt=lWmph(3eetond goal)Vud=1O1mph;TCDlr5.0esq BCDL=5.Opel;h=25ft1 B-,L5f1;L=241f,eava=4h;Cel.
11;EV B;EnG.,GGp1-0.18;MFRS(directional);Lumber DOL-180 pieta gdp DOL-0,80
3)Provide adequate drainage to prevent water ponding.
4)This imu hd,bean designed for e I OA psi pence chord live load nonconourrent Min airy other live loads.
5)'This tress hes been desl9ned fore live load of 2O.Opsl on the bottom chord In all areas where a rectangle 35-0 all by 20O Mee
M11 If ne so en to Cadam chord and any other members.
6)Rotor to groans)for Imss to loss connections.
7)Floods mechanical conneolon(by oinam)of lou to hearing plate capable o1 Mihela lding 9316 uplift at joint 1 elle 0l uplift at
jest 6.
8)'NAILED'indiules 2-12d(0.148'x3.25')Ica nal..For more eetaBs refer M MITek'e ST TOENAIL[seen.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted of front(F)or back(B).
LOAD CASE(S) Standard
1)Dead,Roof Uva(baWtwed):Weber Indrees oml25,Plate Increau=l 25
Unitare Leader(off)
Ven:1-2=450,23=60,34=410,4-5=50,5-6=ED,11-14=20
Concenleted Loads Qb)
VeA3=47(B)1=d7(B)fO=1NB)942(B)8=-]9(B)]=-14(B)17=6(B)18=41(B)Ig= lft3)2 4IB)21=5(B)22=-23(B)
23=-3](B)24=37(B)25=-23(B)
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T082112411
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Job 2016 T( Ronell
Burlding Congonenl Soppy, Jeckecnvllle,F132256 3.0108Apr202018VET lndlnhiasag27FiJun 2I 11Wo? G016Peget
ID:IAPSNSH240dc6a0rb3YUN4yZ8aesc12aOIGP4OVe2p2]eliHylYxXgpMlol_GRIWNLf4oy
N4] &&] &11 1 1-10112 to&13 16go
H4] 1-815 2111 1-1412 1-100 340
Sub=1380
2.n l2
his= 'to-
hio% 3
sop lz 4 his
z
1110= 2M II
18 8 ]
d
12 11 10 9 B
39 II 2N II 2M II 2u II 2x4 II ars=
art-
b14] 1411-13 12-013
6 15,13
b14] 18158] 41-1 2L11 11412 1-100 340
Plate OBeets(XY) 11:04041-13111:03-2Bd9e1
LOADING(psf) SPACING 241-0 CSL DEFL. In (lee) VM LM PLATES GRIP
TCLL Z(1.0 Pkte Grip DOL 1.25 TO 0.32 Ved(LL) -0.14 12-05 >999 240 MT20 244I19D
TCDL 10.0 Lvnber DOL 1.25 BG 0.48 VerIQL) -0.2212-15 >883 180
BOLL 0.0 ' Rep Stress lncr YES WB 0.28 Horz(TL) 0.03 8 Ne Na
BGDL 10.0 Code FBC201MP12007 stainless We1gM:65 It, 17=20%
LUMBER- BRACING
TOPCHORD 2x4SPN0.2 TOPCHORD Structural woad sheathe,directly applied or 5-13 oc putllns.
BOTCHORD 2x4SPNo.2 except and varicals.
WEBS 2x4 SP No.3 BOTCHORD Rigid calling dlredy eppllel or 10-0-0 pc bredng.
WEDGE
Leff:2x4 SP No.3
REACTIONS. (1Osiie) 8�]RAschanical,1�27N-SB
Max Hmz 1=W(LC 8)
Mex Uplift 8=94(-C 9),1=68(LC 12)
FORCES (Ib)-Max Comprtdau.Ten.-All forces 250(to)or less museum wren shown.
TOP CHORD 1-2=11881191,2-3=-111 W05.34=-1090,[05,bx 1114207,&6=-1150193
BOT CHORD i-12=-10108.5,11-12=-1]5110&5,10-11=1],1090,9-10=1]5110&5,&9=1]811083
WEBS (5-8-11311197
NOTES
1)UMelenced feet live foods have been considered for this deign.
2)Wine ASCE 7-10;Vu1t=130mMh 13-second gust)Va40=101 mph;TCDL=5.0pef;BCDL=S.OpA h=25ft1 B--45h L=2411;eave7lft;Cat.
IC ENh B;EML,GCPI=0.18;MFRS(dimctlonag and C-O Extedot(2)(i to 340,Imarrorll)3-0-0 to 15-0-1 Emte;C-C for
member and forces A MW FRS for reactions shown;Lumber DOL-1.60 plate grp DOL=180
3)Provide adequate drainage to prevent water poMing.
4)This Was has Dean deelgned for a 10.0 pef bottan cMN live lead nancmicudent with any Other live loads.
5)'This Was has been designed for a live load of 20.0pst on the hollom clwrd in all areae when a remtargl6 3-6-0 tall by 2-0-0 wide
will fit helweeri the Whom chow aM eery Other member.
6)Rotor to glyderfel for lose to hues connections.
7)Provide mechanical connection(by other)of truss to bearing plate capable Of wllhstaMing 94 lb Uplift at joint a are 881b uplift at
Join 1.
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reezdz4a
tOnITO Tq5 Roel Special 1 I
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Building Component 6upply, Jwkwrnille,Fl3P256 B.OIOe AUN4y0 MITexIRwliCH w. Fit 24 1 Page
ID:fAPSN5H24Wc6e0r1,3TUN4yZ8ea-Ko3cLVRw0CH6?dRgSx%WINNFTIoe0wB02ry31ox
]4P11 1PP13 15993
7-1611 296H 5 Pa
Sale 12].]
TS I I
2
400 rf2
]v10= '.tri II
11 3 4
1P
1
6 6
Orb- .4 43_
z10-1a tOo-13 1sPt3
z1P14 2m4 s00
Plate Olhed fXYl- (16600.1-131 I110.3-2Ed0el
LOADING(0,4) SPACING 2-00 CSI, DEFL In (hoc) Vdefl IM PLATES GRIP
TCO 20.0 Plate Grip DOL 1.25 TO O.M Wart -0.12 6-9 >999240 W20 2411190
TCDL 10.0 Loather DOL 1.25 BC 0.65 VN(TL) -025 " >752 190
BOLL 0.0Mp Strew lna VES WB 0.58 Hor2(zL) 003 1 We Na
BCDL 10.0 Code FBC20IMPI2007 M x-MS Weight 631b 17=20%
LUMBER- BRACIN
TOPCHORD 2x46PNo.2 TOPCHORD St.Nralwocdsheathingdimty.pplledor4-2-2ocpudlns,
BOT CHORD 2x4 SP No.2 excepl andveril ls.
WEBS 2x4 SP No.3 BOTCHORD Rigid being directly applied or 1000¢bredng.
WEDGE
Left:2x4 SP No.3
REACTION6. (INSIze) �]Mlachanli,M,1�760-58
Merz Hal 1=48(LC 12)
Max Uplift 5=ll 9),1=-66(LC 12)
FORCE& g0)-Max.Oompfilax.Ten.-All tomes 25D(lb).,law ina lwbenabown.
TOP CHORD 1-2=1097226;2-3=102321]
BOTCHORD tai=20&§81,5E=206984
WEBS 2A:aO1349,35s-1010223
NOTES
1)Unbalanced not live loade bevy been considered forthis sign.
2)Wild:ASCE 7-10;Vult=130mph(3-second gwp Vwd=101mpN;TCDL=5.OpXN,BCDL=S.Opsf;R25tt;B--15d;L=24D;earn la:Cat.
11;Exp B;End.,GCp1=0.18;MFRS(diredloneB and C-C Eldedor(2)o_"W 8-0.0,1nledor(I)30O 10 7-10.14,Exliall 7-10-14
to 1LLP13 zone;0-C for members and forces 8 MWFRS for ww4one shown;Umber DOL-1.60 Plata grip DOL=1.60
3)Provide adeauale drainage to prevent water Pordlrg.
4)TNs truss Nes oxen designed for a 10.0 pat bottom dao Has load nOncorwunenl WIN any Omer five loads.
5)-Tills tNw he,been deepest for a live load of 20.0pf1 on the Whom chord In all areas vfiers a rectangle 3410 full by 20-0 Was
All pl between the bosom cord and any otlrer mambas.
6)Ruler to girders)for tmss to tmw wnn rchons.
7)Protide mechanical connector(by olhers)of imae to bearing plate capable of wlthslanding 61 Ib uplft at joint 5 and 6811,uplift at
Joint t.
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doe Hues Truss Tyye City Ry Greenwood
0920250
I¢331TG T46 ROOF BPECIAL GIRDER I 1
2 ,
Reference bopteraft
Balang CompoMNBuppty, Jackasnwllf,1132250 B.OtOSApr252016 MIT"lodueeies,Im.TFJm2411.2&51 Nip Pagel
SI-t3 BBe 122 16.1APSNSH2490c5eBIb3YUN4Y26ea9_4 PFRYa LB 39Ycm411BI0.2YIbOISawpaG m
0 1810.15 2441 32603511-05 '911-0
51-13 4611 2S8
7$15 4-13B]-05 F 33-15 311-0
6ceb=188]
4.00 F12 ]x10 WILED NAILED
3 7e10= N5= 254 11 Who= 4E_ &12
L4\\ 426 27 5 6 2B N ] 30 are B Side`
2 10
HId
1 11
a
1B I6 17 16.., sa 16 14 13 12
T811 46= 69= h14lift M= "LED M6= h14MINI-S= 46= b411 Se8=
THD26 T1D26
WILED
819 12-?0 1PtP16 2F61 9280 SS1116 30.11-0
61B SB] ]815 4-13 &]-15 3316 311-1
Plaie Olisab 1:02120.0.10 6:0&12 Etl :O38 Eda 8:02402-0 .0SBP2i 15.D2<0.20 18.0800.312 10.62 02
LOADING(Palo "PACING- 2-0-0 CBI. DEFL in Ox) Vtlall Lid PLATES GRIP
TCU 20.0 Plate Gnp DOL 1.25 TO 0.98 Vai -0.74 16 s660 240 MT20 244/190
TCDL 100 LUmberDOL 1.25 BC 0.71 Vei -1.80 16 s267 180 MT20HS l8i
"CLL 0.0 ' Rep Stress Inc, NO we 0.92 Ho2(TL) 0.23 11 we we
BCDL 10.0 Co0e FBC2014iTP12007 MMdx-MS Weight 421 lb F7=20%
LUMBER- BRACING
TOPCHORD 2xd SP N0.2-ExeepV TOPCHORD SinklWrel wood stleattylg diesdy appllad or 2-0-13m pur0rs
13 2x4 SP No.t,44:2x4 SP SS BOT CHORD Rigid calling dims applied or 1040 co rad hi
BOTCHORD 20 SP SS'Excapl'
14-17:21N SP SS
WEBS 2x4 SP No.3'Except'
318:2114 SP Ni
WEDGE
LBB:2x4 SP No.S,Right 20 SP No.3
REACITONS. (Ibbl2e) 1=300010-58,11=3217N5-8
Max Hoa 1=39(LC 7)
Max Uplift 1=381(1C 0),11=615(LC 0)
FORCES (Ib)-Mex Camp.RAeu.Ten.-All forces 250(Ib)or lava except wfienahown.
TOPCHORD 1-2=4570992,2-3=-JW&893.34=122641843.4-5=139984882.56=-164882223,
10It-1842223,]6=15594211],0-8=4213&1843.810=B40G1122.
10- 1=-]69011011
BOT CHORD 1-- - 9-1
0]1,18-190311237. Hb1
1B435419 ,1617=-1B3W13825,
1511 8=203 203)8115552,td-ti-1552/120 2003,1314_--10051298.5,12-13=-922n190,
11-12=922 52,ll3
WEBS 2-19=-419116,319=-329235,310---86812408,4-18=5784920,10-t3=-12T/858,
1012=4 4 459 6,51 7=-16 6 43 0 4,8-14-2527n93.-17-41 87 3350,516=-45 48051,
-15=-941/183,6-16=-394133,7-1 8=-14 41101,4-12=4843335,8-16=65I/4�8
NOTES
1)2-ply truss 10 the connected together with 106(0.131'113')mills as follows:
Tap dlmda mnnected as rollbws:2x4.1 mw at 04-0 oc.
0oll chorda comeded as follows 2x4-1 row at 09-0 oc,2x6-2 rows angered at 0670 On.
Websownsa160asfollova HW I mwa1090oc.
2)All loads are considered!equally applied to all plies,except It noted as front(F)or back(6)tate In per LOAD CASE(S)section.Ply to
My connections have been Provident to dlsidbma orly loads noted as(F)or(B),unless otheretse In llcaled.
3)Unbalanced root live loads have been considered for this deign.
4)Wind:ASCE 7-10;Vuli Spmph(3- eond glat)Vas0=10 ri TCDL3.Opst;BCDL=S.Ops[h=258;0=4511;L=40h;eai Cat.
11;Exp B;Nal.,Gi0,MW FRS(diractlonal);LumEer DOL=1.60 plate gdp DOL=1.80
5)Pri adequate Orange to prevent water ponding.
6)NI plate,are MTN plates unless otherMse Indicated.
7)This Imes has been designed for a 10.0 psi bottom chord live load honcsmumant with any other live lcadi
8)'This truss hes been designed for a five load of 20.01 on the bottom Chord In of areas"we a rectangle 38O bell by 2 0 0 vnda
will fit LeMeen the bottom chord and any other members.
9)Provide mechanical correction(by whets)of Imse io bearing plate capable of withstanding Sat Ib LPP at Joint 1 and 415 lb upfi8 et
Q WIMOM.
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IbfAPSN5HZ4BGafw01b3YUN4yMaa p_d_PFRYWAI, C38YrnHi1BI(2YMItrasa l4ow
NOTES
10)Use USP THD26(With 18d reals,Into Girder 8 NASO ndls Into Tres)or equladent spaced at 4E-11 oc max.darling at IIY612 from floe left end to 24-0 7 to connect
tmse(es)to front face of boards Chad.
11)FIII all nail odes wase banger Is In contad Who lumber.
12)"NAILED'Ireicalee 31Od(0,146'Xf)a&120(0.148'X.1.25')meddle.For mora detalls refer to WeB§ST-TOENAIL Dated.
LOAD CASE(S) Standard
i(Deed.Roof Live(balanced):Lumber Increase=1.25,Plate Incraese=1.25
Uniform Loads(pit)
Van:13=20,3 4=b0,49-60,8-11—6%20.23=-p
Concentrded Loads Ito)
Vert:15 -106T(F)2e=-13()fl 2�IW F)32-1522(F)33 -TB(F)34=-7e(F)
Q"a,eseVMryG np—nY NEAa MOIE90N lIY,ANa INCLWEO MIIEI(FEFEeieCE elfin M)0nnr.IMWNI6 aEFO,EU9E. �
7■■ o Pwala w w agar.mea anomie lvu grow x wcl ne oeawaw< l
m.W en.eem�e ua me nww dww+�mm.enh m.w+r+�nodlh n aenw�waneta,.me wowily�omo,rne ee a.sa�n10 Ire ore�nl
MiTek'
xaloolw.dn,me.dearervarecwnaa awneollne.a.mamamlan.»eAxeumlwahcnwrle.weaaeia ac3lawnoconP=e.+ aeon p.�w e.c ewa.
sohw Ido,menon�dlme aoml�Inare wmna z1e n.teeslmeE SYle,1z.NaxvgnnvAnma. nim..EL„e1,
Job Trim Tim Typo CRY Ply Greenwood
TBM261
1O331TO T47 Hip 1 1
Job Relereroe loptionall
&tlltlirq Congalent5uppty, JecksonvilK,R 32258 0.010 aPPr 202018 MiiaklrMlretris,arc. Fri Jun2411:28:522016 Pagel
ID:fP N6HZ49M6e0N3VUWyZ8ae-HBBNdWBMT%MJnFIF]9cveNUkNJx RhEgMTlz3 v
]d0 BJ-0 L 23312 903-0 32-ii-0 3B 160
]8D 200 ]-b/ ]-021 2J 1 2-30 Y00
Saw 1672
7,10=
497 12 HL= 3ffi= 2r411 MOc siaV
w, 3 yJ 24 4 6 6 25 26 ] e
2
21 p n
ze
1 B WA
e
14 13 12 11 10
]iB 11 �_ W,l a SH3= 4x10= 518 MTant ass— -68 11
B3O 1651 29712 3060 3411-0
eso Thi ]-ea 1 ]93 460
Plat O6aeb(XVI.- 11'62-120-0-651 13:083 Edoel l]'Oea Edee11402-120-0101119:0612 EtlpBl
LARDING(paq SPACING- 2-0-0 CSI. DER In (Ica) been 1M PIATES GRIP
TCU- 2O.D Plate Grip DOL 1.25 TC (IN Vert(U-) ().45 12-13 0998 2d0 AR2O 2497190
TCDL 10.0 Lumbar DOL 1.25 BC D.81 Vad(T6) -1.1812-13 rK)7 180 MI20HS 16]/143
BCLL 0.0 ' Rep Stress Isar YES WB 0.57 Hnrz(TL) 0.24 9 Ns Ne
BCDL 10.0 Cods FBCM0 P*007 Mw.mS Wel�lt 181 Ib FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2'ExcWl' TOPCHORD Structural wood shealNlp directly appbed.
35,5-0:2x4 SP SS BOTCHORD Rigid wiling direcey,applied or 6-10-3 oc bracing.
BOTCHORD 2x4 SP No.1
WEBS 2x4 SP No3
WEDGE
Lan:2x4 SP No.3,Right 2x4 SP No.3
REACTIONS. (INalz6) 1=1597/05-8.9=159]/0-5-8
Mex Hax 1_38(6(11)
Max uqm 1=-176(Uc tz),a=n(ftLc 12)
FORCES. (Ib)-Mex C.p./Max.Ten.-Nlforcea2W(lb)orlessexceptx .nehman
TOP CHORD 1 2=3]8&795,2-3.J802/]49,3 4-4616%137,46-469l 7--t(MID)S ,
].8=-3604/]44,89=3]60/]95
BOT CHORD 194=-0003522,13-1<-5103421,12-13=-84)/4880,1612=-611213424,9-10--Inklyt 3
WEBS 3-14=-1 391 5,3-13-26511 sta5,41 3=-500188,612=346492,]-12=284/1975,
]-10=91/324
NOTES
1)Unbalanced fool live scads have been conattlered for this da ngh
2)Wand:ASCE 7-10;Vul,1 Munch(3-amore gust)Vasd=1 Olmph;TCDl-=5opat;BCDLd.Opal;225n;B= ft;L=,K)i asverin;Cat
II;E,S;Earl,GCpl�.18,MFRS(directional)and C-C Eaerior(2)640 to 3-11-14,ideal t,l 1-14 to ill Extshi 93-0
to
36-3-12,Inledohl)97-3-12 to 39-11 0 NwcC-C for members and forces S MFRS for reactions show;Lumber DOL=1.80 plate
grip DO1=1.60
3)Protide adequate drannage to preent vwater pondleq.
4)NI plates are M720 plates their othervat IMloaled.
5)Tills truss hes been designed Ior a to 0 fret boubm chord live had nWtoP,unant with any other live lovas.
6)-This turas has been designed for a live Toed of 2O.0ref on the bottom chord in all areas Moma rectangle 3&o tall by 2 0 0 wide
wall 6l between the teal chord and any other members.
7)Provide mechaniwa connection(by others)of th ss to bearing plate capable of withstanding 176 to uplift at joint 1 and 176 to uplift at
loin 9.
Q w4a3w4 VxXy MYpn yxxnxlmuW Al...ON.A..1own.aEF..a 110E ear"ar .1WVM 156EF0PE VSE
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Rlveykm BBlae�.ttu dfaq rLW3rlermnlvrMN 11n4"G4'^1JIN cal WLLT yuanelertuel PraFerlYMwgxale RA�43n14o Xa uewtxl
MWr9clearr aacx9 MMNed trio PeveniMMIMoIYgVMA✓J lnmweb OMkr Jrrd man[as^rA'.MMMUI IemWM'mtl Dermmxe[x,cM
Xallorirepae[I brsPYJlNmllo pevanlcd[pS cairn Wvtle FaWYJ MxYab PaperlY dan�. fagarultl Blx]amrANbq Te BaDIMb IBM.
pLCab�pOroae,hWnY ela:Mn,M Ma:aq o1 M1llmsmd MnrydBrM fea/JW/MI f11KkIY CMxrM.p]H90M lGL Wtlkq ColT4rrFM
Idly IrYmmgXm wdrlM Rnen XIm RSM Yv11N1¢RIB N.Iee511aeL aAMd11,Nexul3b VPY[311. ]carry.FL MID
Job Truss Truss Type D1y Py Greenwood
TeYM52
f0331T0 Tee Hip 1 1
Job Rele2016 su ie f mpurall
Building Component Guppy, JedMonwlle,FI32266 e.aIDsgpr2aya1 -IINMiTusaies,Iro. R.1.2411:28:630016i Page1
ID:fgPSN6H24Bde6eBro3YUNlyZeaa-INdgvTpKUtazTMSHzeEe]]Z001111p30evIPMBYJMu
SB 1 1130 1688 2A2-B 28-8 3b2 t5 3P110
S61 5415 5.64, 660 SSB 5&15 Sa-1
6WIe=18].4
dW 12 Me= Ails ands
S 23 Rd d 5 26 as 6
m2 a s
p n �
B a
$ $
IS td 13 12 11 10 B
54= D% II .10 W2WNHS= N6 3x12 M13SHS= Asia= 8411 64=
S41 1130 iP11d 2&19-0 31815 38110
SLI + 5815 4419 P66 ~ 5815 S41
Plate OINeN fXY)-- 1041 0-2-8118:0P140-2-191
LOADING(Pat) 6PACING 280 061. DEFL In Qac) Vdan Ud PLATES GRIP
TCU 2D.0 Plate Grip DOL 1.25 TC Ow Vetf(LL) -0.37 12 a999 240 W20 2WQD
TCDL 10.0 Lumber DOL 1.25 BC 0.]8 Veh(TL) -0.81912-14 Nat 180 111 SWIM
BCLL 0.0 Rep Stress lrlcr YES WB 0.]8 HDO(TL) 0.22 B me We
BCDL 10.0 Code FBC201A?PI200] Mafdx-MS Weight:18110 FT=2036
LUMBER- BRACING
TOPCHORD 2x4SPN0.2 TOPCHORD Slaroxgal wood sheirif directly applied.
BOT CHORO 24 SP BE'Excaq• SOTCHORD Rigid belBrlg Ofrectly applied or)-S]x bracing.
11-13:2x4 SP ND1
WEBS 245P No.3
WEDGE
Let:2x4 SP No 3,Right:2x4 SP NOS
REACTIONS. glonsise) 1=159]/058,8=159]/453
Max Hoa 1=47(-C 11)
Max Uplit 1=-1]7(LC 12),B=1]6(LC 12)
FORCES. (Ib)-Max.CompMax.Ten.-AIL Imcef db)orieas except Mien Shown.
TOP CHORD 1-2.38169]1,2-3=31]8013,54=32)]008,d-5=891&999,58=32T/0OB,
4]=34]7/!13,]-8=381697/1
BOT CNORD 1-15-88]/3573,10.15=89]/)563,12-14=]0513381,10-12=-]0]/)881,81P_89Q/3563,
49=11911!3583
WEBS 2-11=856f128,&11=-81984,d-1b0]1f201,5-10=8]I/201,510=-91081,
7-10=358/129
NOTES
1)Unbalmeard roof Ilya loads have bean considered for this realign.
2)Wind:ASCE 7-10;Vu t=130mph(3 second gust)Vasd=101 mph;TCDLd Opal BCDI-SDpsb h=25t;B=ASh1 L=4011;eevedt;Gat.
fl;E,B;End.,GC,s=018;MFRS(OlossimeQ ant C-C Exlellor(2)0.0-0 to 3-11-14,m1smcu(1)3 11-14 10 1130,EOsrlor(2)
1130 to 342-15,Inledor(1)M 2-15 to 3P11-02ane;C-G for members end forces 8 MWFRS far reactions shown;Lumber
DOL=1.60 plate grip DO1--ISO
3)France adequate drainage to prevent water polxling.
4)All plates are W20 places unless cAmmit Inclosted.
5)TMs imss has been designed for a 100 psi bottom ctlord Ilya load nonwncunent AM any other IWe loads.
6)'Thls truss has been designed for a Ilve load of 2O0psf an the bottom rAnrd In all areas where a reG9ngle 380 tall by 2-0-0 Ads
will fit between the bottom chord and any other members.
])PmMde mechat connection(by others)of truss to heeling plate capable of Mihstalltling 176 to uplift at joint 1 and 176 to upllll at
)Ant B.
Q wageam-yWh CNenmoxmun m4 REPO Ares ON ress AND WOLUDEO MITER PEFERANts PAnE W7O3 m.law""
pe9waWJ lwua WYW MIeAc-]�wurclws.RbtleYan bLvxrclonlY4✓^ M�d•�eren511own.wvlK lrn anLJMlWllr,lkll,g unnpu✓nl.ror
"'NA ao Pnlue1mN1 'NMA tlefbnw nxzlvwllV llvuRAk RTtN oI WYdn{tsA l ant gorsl Njb.eDblmtleYpnlntom ovni
MI,Ay tleLen. awxp Mltoletlbbgevanl WCNxq oI InMk1,A lwweh ml/w chltl mem[¢nwYy bwIHM lanlw,ry�ul Lamivenl px4g
btlwary mR.liW fu Y2allyaglo pevanlcdlgT9 MCIh WEdJe iaa»aM N1EYmtlPloPe4Y ekn,�. rolnelw� plklmcel4paflq lM:
use yrb EM Bid
faMWPAn"Ares,—shown XM...ner , lnez^santl LrswzlmnreegMVlhIGYyM CIXwIo.aNd9 ant ECN WYl19Cun1b1w111 lames FL.1.
3MhlnldmaXm[mIM an Ills Role lnmMa,'[IaN.Iee SIM!.aYb311 Nem4b.Vh Y1314.
Job Trues T.Type Gly My Greenwood
Tfflft?02fG
10331 TO TO CABLE 1 1
_ Job Sam2M6 Nr
a(age onall
Sildin9 ComporwNSuppN. Jecxw1M11e.Fl 92256 8.01Um A%202U16MITeB lI71 HU664bR gJun2411dR642016Pepa1
ID'JAPSN5HZ49tic6eBm3YUN4y2M-2-16I]1HURSrybdzerpATle'll'a PX3x3X9TEdLKat
3E-1 1330 1Pi1-9 268-0 6"1" 9Pfl-0
&61 3815 338 8A8 1 6615 331
Srele=169.7
(�)Trp tied must W Maced by end lege,
M II rmlatim m.aprWerN wnrenee
pudiroaeefaxn.
3 10 12 y6`
O
t 7A5A 1 6 4 .1.
4.a0 12 6
yea
65 s
2 17
� 3
d
1B W
25 24 23 22 21 N IS. 14
LB
4M=3r6Mr20H5 4x'10= CS-= Nit
=
36 ML20H5=
38.1 1380 1911A Z36-0 31245 341b0
384 3315 8$B 668 6815 881
%tle 011aeN 1.0.P10 P2 3:084 B 4: E e 18:084E 18:0010 P2A
LOADING Olen BPAGING- 200 C's DEF- In (lac) Wall W PLATES GMP
TCLL 20.0 Plate Gtlp DOL 1.25 TC 0.98 VeN(LL) -0.30 22 >999 210 MT20 24Q190
TOOL 100 Weber DOL 1.25 BC 0.80 Vert(TIL) 4.7822-24 x629 180 MF20HS 187A43
_LL
0.0 ' Rep Stress M1ar VES W B 0.80 Horz(TL) 0.20 10 Na Na
BODL 10.0 Code FBC2014/TPI2007 Metrix-MS Weight:21810 FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOPCHORD Structural watl enmeshing directly applied. Excap:
BOT CHORD 2x4 SP SS 1 Row at midpl 47.11-15
WEBS 2x0 SP No.3 BOT CHORD Rigid calling dlreNy applied or 8-3-11 mbracing.
OTHERS 2x4 SP No.3 JOINTS 1 Brace at Ji(s):7,11
WEDGE
Left:2x4 SP No.3,flight:2x4 Be No.3
REACTIONS. pla9lze) 1=15971P56,18=15971058
lust,Hou 1=D(LC 11)
Max Uplih 1=-208(LC 121,18=-206(LC 12)
FORCES. Ob) Wal Connptht .Tan.-AII forces 250(lb)or lase except when shown.
TOP CHORD 1-2=3832050,23=3292896,31=3187968,4.5=-23]5866,57=-23)SB6l
Y-11 -23751666,9-11=-237&888.11-13=237586 13-15=-23]S888,1516=-318]986,
16-17=3292/696,1]-18=3632054,46-86&130,6 8=822]1",810-82&162,
10.12=82&162,12-14-A 1",14-15=85&130
BOTCHORD 1-25=4MB35]3,24-25=69&3573,22-24=55&30)7,21-22=-548130]7,193!1=354/9573,
1&19- 8 3573
WEBS 2-2b5971133.324=001432,1&22.-19&318,1321 /432,17-21=8551130,9-10-0/308
NOTES-
1)UNsaltlaed reot We loads have been considered for this design.
2)Wind:ASCE 7-10;VWt=l30rnph(3 second gust)Vaed=l0tmph:TCDL=5.Opsf;BCOLd.Opw;III B--d5iq L710h,can e6X;Oat.
11;Ev B;End.,GOp",18.MFRS(dlrectlonan and C-C Eldefirl )000 to 3-1414,Intent 311-14 to 19-11-8,E7firifi )
133-0 to 2583,Mtedorn)266-0to 39-11.0 sone for members and fomes 8 MI for maddens shown:Lumber DOL=1.60
pale Gtlp DOlr1.60
3)Truss designed for wind loads In the plane of the trios ooy. For studs,exposed to WI M(normal to the face),see Standard Industry
Gable End Derails as duplicates,or consult Walllled building dadgner as per ANSI?PI 1.
4)Provide adequate drainage to prevent water ponding.
5)At pale are MT20 pates unless omewb a Indicated.
6)As pales are turd MT20 unless othenvery Indicated.
7)Gable studs spaced at 1-0-0m.
8)This truss hes been droigned for a 10.0 put bottom dant rare load nonconcuneM arth any other live loads.
9)'ThIs Ouse heat been designed for a live load of 20.0,0 on Ole Whom chord In ell areas all the 6 rectangle 3-6-0 tall by 2-0-0 olds
x8181 between the bottom chord and any other members.
10)Provide mechanical connection(by otllem)of them to beading plate capable of Mthstand her 2015 It,up III at john t and 20610 uplift
atjoint 16.
11)Graphical led fin representation does nal depict the size c the orientation of the pudln film,the top once,r bOhOm snorer.
Q aI.-areft, enpus-fivy-lb-0-h-ONr A-fivolmdo IWIExaEFEMHCEYAOEYe]4Ann IDOYNISBEfOaEYeE
pyaplryy6rb,.1wyw,Rl0 MIep46hd umapcleroralud.Jt)etvxedaNYw+n ppanWela.rsnLawlNmna.agNp6epnaplmYmcMauVh>axlb
wasaw4. roowewrhl.Iv.f.-.ur,aI(w . dmeeWv Wtt36CgnbcwnhnnlouM,aeNo,v,rom1J
l
rnawatemPeraYaMPelnrp.a,ll..ar9 ek•
a RuvrylaTYmtlb YrtllXYaNropavunicalgwe filth W4Neobvbro , m.r11fyin ea �ary l ila Ped�x'e nab 49tH eeo4tab FM BMs.
Mblarry vpl(9e.tlelNerYfor, Mr«ntry,It.
nm re.e Ivy,Nsl/1%t VW.GMM.pYJaartl spl wlbpCpnWnnl ill,FL 33ar0
gely n/yObM ottld]e M1wn I�Wee InstlMa 2Ia N.leeelreel,SIR312.NavmLb VA22311.
Job Tmae Truss Type Ory Ply Graenwooa
T8920254'.
1O'MITO TO Cwnmm I 1
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BUWing Cwnpore111$Upply, JaekeglWlle.Fl3'Q58 - 8.0103Ads 2023a8 SVFdUUFiDnVgONh Jon 241o8:552016Page I
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ID:LIPSNSH249Ec8e9N3YUNCyZOae-Mn3VPoU33Fre0nVgONbiE%CwryO BPZtN9uIk1z3Ms
655 134-0 1P11B 28&15 222-f 39-0LO
669 6]-0 6]-0 6]-] S-0-0 6b9
Stale=l�.1
4m Fl2 ]*8 II
6
brei 4181 22 23 415,
4 6 3,513 ]
2 aw
2 e
21 24
9
14 13 12 11 10
7* 11 Idi 3a MT20HS= 4310- 46= ]x811
b3 rnlzaHs=
1a-04 18-ttb F 2HIo-11 38-11L
IPPS 8-115 P113 1665
Plate 00aet3IXY}. It0.2-12 DO6A I9YP2-12 P081
LOADING(Fed) SPACING 24-0 CSI. DEFL. In (1.) Udell tM PLATES GRIP
TCU- 20.0 Plate Grip DOL 1.25 TC 0.80 Vem(U-) -0.34 10.12 >996 240 W20 244980
TOOL 10.0 Lumber DOL 1.25 BC O.B] VerdTL) -0.9812-14 >491 100 MT20HS 18]943
BCLL .0 ' Rep Share lncr YES WB 0.59 H.(TL) 0.22 9 we We
BCDL 10.0 Code FBC2014?P120p] MNix-MS Weigb1:2041e FT=20%
LUMBEW BRACING
TOP CHORD lid SPNo.2 TOPCHORD Structural wood alternating directly applied or 2-2-0M pages.
SOTCHORD 2MSPNo.1 BOTCHORD Rigid caping directly applied or 84-5 mbeadlg.
WEBS liver SP No.3 WEBS Web Brace'.LeTI lm6mber) 540-1(6-12);510-1(4-12);
OTHERS Zx4 SP N0.3
WEDGE
Job Zed SP No.3,Right:2M SP No.3
REACTONS. (INstre) 1=159]/658,9=159]N-55
Max Ho¢ 1=81(LC11)
Max Uplift 1=MILD 12J 9-1]6(L012)
FORCES dial-Max.Colnp.RAax.Ten.-AII forces 250(Ib)or less exmpl wren shown.
TOP CHORD 1-2-38390151,24-352]/58,4-5=-2545/481,56=-25451401,68=382]/58,
69=3839/651
BOT CHORD 1-14=M 35A,12-14=432/3043,10-12-432/3343,9-101
WEBS 512=1464216,612-88(l6-10.-0/523,840-3]1/169, I-12—Bali
444_b 523,244=3]1/169
NOTES-
1)
OTES1)Unbalanced,reef five Ioada Neve been considered forthis design.
2)Wind:ASCE]-10;VUt_-130mph(3seomM quell Vend=101mph;TGDL- .Oped;BCDl-5.0pe1;82511;BdSfl;L=)Olt;eave fl;Cal.
11;Exe B;End.,GI MFRS(dredlonal)and C-C ExNior(2)0-0-0 Of.3-11-141"yelo(1)311-14 he 19-11-8,Exledar(2)
1911-0 to 2311-6 mm;C-C for members and forms 8 NM/ERS for reactions shown;Lumber DO(--180 plate gip DOL=1.60
3)All plates ars MT20 plates udeaa olhemnsa nboamd.
4)All plants ere 3x4 MT20 unless otherness indicated.
5)This Imes Inas been maligned,for a 10,0 ped Where chord live load noncwwurrent v4th any other live loads.
B)'Tds truss hes been designed for a live lead or 200psi on the bottom atom in all areas ethers a rectangle 3O bill by 2O-0al
Will i1 barvreen the bottom oM1Dm and any other members.
])Provide ma isnlcal connection(by others)Of huss to beating plate capable of vlithstalMing 176 to u 1ih at join 1 and 1]61b Uplift an
Iam0.
Y N 6 tl D 6q.Y10
d
e II 4 `+tib
e ih¢kp
1M Vin IIX a Nip -V0---.
pMl I .
aIM age MN y.n� 11 I✓J I lusplemv AHapIP) OWrly Cbl bDaa-09 ed BC BUMng Compenenl 6W4 Fehe Eeel Bad
falery XMwmaam a.NQYe tan eye Htlle lmtlM. R Sl nal.911e 91LN m9k ARG119 iellpe.R 3Yle
Job Truss Thal Gly Ry Greenwood —_
T0920255i
10331TO T51 Co.Girder 1 1
Job Re ererua K IndL ell
BAlanp Component Soppy, Jeckwmille,R32258 BDIDSAP2UN4yZIagyauam YZQgW4Jun 2111:28:562016 Paget
IOSAPSN5HZ4W 17e 1 YUNgZOae By018xVMTxOgw40y5L1vi131MjLKKlbraeGTYJ1or
400 1a4a ndo 2160
' 460 080 6S9 L60
Tb II SrsM�t<e.t
3
503 1R
aide 1 ass
4
2N II 9ca II
1 5
n Iz
11,13,
0 u Is 16 0 17 ) 10 19 20
10 NARJED MLEO HS= NAILED NALLEO 9®= avb= "LED HALED 0
�- WVIED NAILED NVLED 46
4-00 )?19 1P&e 1483 1703 3- 2130
400 SR-19 &6f1 SS11 32-13 ado
PI 011 N(XVl- 18'92-062-01110'0-2-062-01
LOADING(paR $PALING 200 CSI. MEL. n (I¢) Udefl UC PLATES GRIP
TOLL 20.0 Plat Gdp DOL 1.25 TC 0.92 Vad1LL) 0.16 9-10 >90 260 Ni 2441190
TCDL 10.0 Mxnber DOL 1.25 BC 0.93 Ved(IL) -0.38 910 >700 180
BCLL 0.0 ' Rep M.Ina NO WB 0.84 HMZ(TL) 0.08 a We
We
BCDL 10.0 Code FBCP014 P12007 Matrix MS Weight 115In FT=20%
WYBER. BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Slvdural wood Sheathing dlrec9Y applied, except end veriltell.
BOT CHORD 2x4 SP No. BOT CHORD Right!coding directly applled or 100 0 oc among.
WEBS 2x4 SP No.3
REACTIONS. (11gla e) 6=1400/b5-8,10=1491105-8
Max Hct 10=100(LC 24)
Mex Uplift 5=338(LC 0).10=938(LC 8)
FORCES. (Ib)-Mex Gomp.rt .Ten. Allforces250(I1b)orlesaexcepl Mrenshown.
TOPCHORD 23=996&476,34=-19BW476
BOTCHORD 910=-339/1035,]-9=-239/1436,6)=-338/1835
WEBS 3-)=-13)l6]4,3-9=-137M74,L]=-101MlO,2-9=tOV3102-10=4WMW,
46=-1869/393
NOTES
1)Unbalanced moi live loads lave been consldemd for We resgn.
2)Wind:ASCE 7-10;Vu11=130mph(3-sewn goal)Vwd=101mph;TC0L=5.0pd;BCDL=5.0psh h=2511;3d5M1;L=241t;eave-tt Cel.
11;Exp B;End.,GCplb.10,MFRS(directorial);end vedloal left end night expwed;Limber DOL=1 BO plate gnp DOL=1.60
3)This those hes been dealgned for a 10.0 psi Wit=chord live two nonconcurrenl with any other Ilve loeda.
4)-Thb Was has been designed for a Ilve load of 20.0psf on the bottom chard in all areas where a rectangle 380 tall by 2-0-0 wide
alf tit between the boLom Mord and any other members,with BCDL=10.0p5t.
5)Protide meshenical connection(by others)d imss to bearing Plate ospeole of withstanding 308 In oPIX st Iolnt 6 and WE It,uplflt at
Idm 10.
6) NAILED'Indicates 3100(0.1481 or 3-12d(0.148'x3.25')roe-nNls.For more deme refer to MITek's ST-TOENAIL Geteil.
7)In line LOAD CASES)section,loads applied to the tate of the toes ere noted es from(F)or beck(B).
LOAD CASE(S) Standard
1)Dead a Roof Live(balarwed):Lumber Increase-1.25,Plate Increase=1.25
Unlonn Loads(pi
Vert:1-3=60,3-5=W,8-10=20
Conoenlrefed Loads gal
Ved:11=-176(F)12=134(F)13=134(F11a=-134(F)16=131(F)17=434(F)18=-13a(F119=-134(F)20--176(F)
QWIPo1NP VxaYM PxrtnSlm 1-0--da Thal—'abooM.TEx Pornewsoo-dessa e109YN15—REUSE
Cunt,Ldics—oNYe'11n Mgea9cmr¢cbn.RM tM49�k6and oMYrgwr WBnrelart Mon axllxrwm MT4lq WmVcanper¢nL rpt
Oiarylalli MkNrR IlpnrMGptlikxW ncYvalNMt7a}k tlllYdtl�rT pimreiert W PCFAIYepUl6 aMdmdn MOMovddl
IYYYa 6xb5 aIX1p1VJCdeGkb pauaablCHq NxtlM]inI MwNand/adxadmelMieUM'.AWlbtl 1eInN1W aft Cwrn"nare W¢Ing
tdwvra re Waft W eMlilYaq bPewnicW.{we Mlh VULLMOarwdaeSYaq PCOarlydon�e.fa9alMrtl pehcertgP<IaM
I15MIM1Wy6.dawerY.aecMn Wl mal THaWe312. MII VA MGnW.BN419me K9 YMn905mWrwra Wne Pvee Eea ant.
fdMYxAMXM rnVadexan M®RUM eeexr1a.11BN lee Saee1.911e]IR.NeeOtlM VAYb11. Ts�rae.R aalte
Job Trlac TdBS TYOe Ory my .Greenwood
T992025fi''
10331TO T52 farunon 2 1
Job Reference(opt onall
Guiding Centered Supply, JacksaMlle.R 32258 8.010SApr202015MIle )Mus ,IW. FtlJun2411:?a57arG Paget
ID:IAPSNSHZ49dvs6Mb3YUN4yZ8ea-de_GgJWJNe HSfDWgMyHNNB HAgVN]Ow N
580 10dd 15914 2150
580 S?9 6-2-11560
7A8 11 scale=lse.e
3
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12 Is
6 G 46
2 4
It 14
3A II
k4 II 5
1
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10416 46= 39- 46= 6
46=
;2-13 laza x
L2-13 B-11-5 P2-13130
LOADING(NO SPACING 24Y0 OBI. MIR- In (Ire) AM IM PLATES GRIP
TCl1 20.0Plate Grip DOL 1.25 TC 0.33 Vi l(LL) 4.W 78 >999240 MT20 2441190
TOM 10.0 Limber DOL 1.25 BC 0.51 Ver(TL) -0.18 G-7 >W9 180
BC11 0.0 ' Rep Stress Ina YES WB 0.83 Hora(TL) 0.09 6 Na had
BCDL 10.0 Code FBC2014/TP120W Meted-MS WMght 11810 FT=20%
LUMBER- BRRCI
TOP CHORD 2x4 SP al TOP CHORD Structural woad sheMNng directly applied or5+12 dC angina,
CHORD 2x4 SP No.2 except and vedlcels.
WEBS 2x4 Be No.3 BOT CHORD Rigid ceiling directly applied,or 10-0-0 oc bradr,g
REACTIONS. (INuire) 10S46A)58,6=845m"
Max HCR 10=100(LC 10)
Mex Uphill 10=-93(LC 12),6-93(LC 12)
FORCES. (lb) Max Canp.IMax.Ten.-All fomes 250(lb)or Ims except w w shown.
TOPCHORD 28=-10]9951,34=-107]251
BOTCHORD 41 R-190964,]-9=-112/)64,G-]-183984
WEBS 37=-91/331,39=-41331,2-10=1 W&1N,4 G-107WlW
NOTES-
1)Unbalerroee rod live loads have been carsMeree for this design,
2)Wind:ASCE 7-10;VUIL133mph(3secondgrit)Vaal=101mph;TCDL=S.OpaF,BCD1.4.0pd;h=25ft;Bd5ft;1-2411;eave-a;Cat.
11;Eft B;Encl.. MFRS(directional)aM C-C ExtenoR2)61-121031-12,Idenor(t)3192 to 1088,EdMor(2)
16&8 to 138-8 cone;and vertical left and right expel C far members and forces 8 MFRS for rsactlms drown;Lumber
DOL-1.60 plate gbp DOl_1.60
3)This truss has bean designed for a 10.0 pl bdlom cMrd lve IoM nanmrlcurient Mm any other live keds.
4)'Thin truce hae bean eeslgreel for a live load of 20.0pst an the bottom clwrd In all Gams Mom a rectangle 3-6-0 tall by 2-0-0 al
MI lit beMaen IN bad.chod and any other members,Mth BCDL=10.0,4,
5)Provide mechanical conrsGion(by others)of trues to ovetlng plate capable of widstanding W In uplift at Idirt 10 and 93 lb uplift at
jold 6.
A�,wAMMwa.V"C=MI p°re eAAnd auV NOES as Tl AM cscLod EO Affel GEF Nos emose 19 nu.IMWAI6 BEEOBE U4E
nnl.T.lobea in Mlielllra,#Ygr Xn®adrnY u—P.aar'alendx>»t aW slam MAUMq htdlyl cunpnmtrpt
In® rMn.BBMae W IIp IaId'OUebprmW eailNHwgF41cd1Nd OedP�paarelersad PaF�1YXpMpraR Mei Inio XiedarA
e°�atMminr.na:LanaereeXrowe�emtamroaltrwoe liWwwwamaalpdmwro.�Om.aeada,nt.nw .p—nmwd sA, MITek
t�xgeretMleOMeXtllYag bgevaNcdl4aa Mln�4de6av✓1 tM°Yad Pdl)edYmnroarw Wrpry O�Maper�aIXlN M
IdelmMl YatVe.deNeiy.ofeClMavftmcNIXXIrOaMXUMlemewgalM/IFIIOudM GlXwk4 Wlde0M K'9IIUMpC0111grreN rge�fL 9d91alrtl
XIXMy IllpngMr aWktie Xan IIW RablaMNa.41a N.lee Sheet TJbJ12.MzMm111 VR41919. °
dab Three Trues Type Cry Pty Greenwood
T892025],
10331TO TW Common GIM N 1
2 JobPolelence(ppM1pllall
Bdbilg Gomporenh Sappy, JedmnMlb,FI 32256 BA10s Apr20R016 MITek IMlreldes.Inc Fri Jurn2411:28:5412016 Pagel
p
ID:fAPSN5RZ49M8e9rba S
3TUN4yZ0sLTaB%IC3ADBOEEP4WEPMgTT9puLIxJ39MMIQAYiGop
6313 Bab is" 1511-0 8130
6313 1-013 S20 58-0
M= Saw=1 407
4
SM i
5.0 12 3
6x6 1
Sag 1 5
R
6 10% 6
1 6
9
12 11 10 6 8
1,J ]
6x101antiOPS 11 500 10x12 9e= w'6 0`0= ',{d Ml2[H011
special
4$19 6P6 1088 1511-0 21EL
4313 0.68 1113 S29 66-0
PI Olaaa(XYl- 13:02-00.281 I8'0.2120-2-OI.FI'Ed1e 0381112'0.2-80.281
LOADING(pep SPACING- 2-0-0CSI. DEFL in gad) 9Uall Ib PLATES GRIP
TOLL 20.0 Plate Ghp DOL 1.25 TC 086 VeO(LL) -0.14 11-12 >999 240 WN 2"190
TCDL 1 0.0
Lumber DOL 1.25 BC O.eO Valli -0.3511-12 >]34 100 W20HS 18]/143
BOLL 0.0 ' Rep Stmes Ina NO Wi 0.0] HOO(TL) 0.0 ] ate We
BCDL 100 Code FBC20141TP12007 Neltlx-MS Welghb29511, 17=200%,
LBMBER- BRACING-
TOPCHORD 2x4 SP Ni TOPCHORD Slrudurah xaods11ea1Nng drecdy applied or 3-49 oc pudid..
BOTCHORD 2x6 SP Nd.1'E.Wt' except Erb ysnicab.
78:2x6 SP No2 BOTCHORD RB1cI celfas;dlectly applied or 10O4)oa breclag.
WEBS 2x4 SP No.3'Emspl'
440,1-12.8-8,3-11:2x4 SP No.2
REACTIONS. QM[m) 13d619N S8,]=4111/05-8
Max Hors 13=56(LC 6)
FORCES. (11b) Max Coad Max.Ten.-All foeces250(Ib)orassexceptefl6nsoetl-
TOP CHORD 12=8268N,2-3=-10() 2 .3 =-7e1 M.4-5=-0687Th,5E=6546N,1-13=-551&0,
64=40OSA)
BOTCHORD 11-1 2-0 582,10-11=OM204.810-0/5983,]-8=-0259
WEBS 410=0`555].5-10 1451,58=-145M,3-10-SBWPo,2-12=-2033'0,1-12=0`4565.
60_-0M880,3-11-/ 90,211- Y(>19
NOTES'
1)2-ply data to be Manacled together M0 tad(0.131'x3')lulls as Iollovn:
Top chords Mrseeded ex follows:20-1 row,sl0.]-0 ad.
Soared cords oomecled as follows:2x6-2 toes staggered at 09-0 00.
Webs o0mecleci as follows:2x4-1 row at 0&O Oc,Except member 1132x4-2 roes slaggered at 0.3-00 M.
2)All Ideas are considened equally ap,)led l0 ell pita,except 1f noted as More(F)Or back(B)lace In the LOAD CASES)SWIM,Ply to
ply con umbons nava been provided to distribute only loads noted as(F)or(B),unless olhenama,IMlcaled.
3)Uoalanced roof live loads have boon cormcered for MIS design.
4)Wind ASCE]-10:Vdt=130mph(3.rscl gust)Vssd=l of mph;TCDL- Ops:BCDLd.Opsa,h=258;BdSt L-2411 eeve=lb;Cat.
11;EM B;Encl.,GCp1=l).18;MWFRS(dlr lonap;Llrnber DOL=1.60 pale grip DO1=L60
5)All plates are MT20 plates unless direness indbaled.
6)This More has been designed for a 10.0 psf d Mom cord Live load noncenpu pant win any oNer five Seas.
T)•This Imsa has neon dosigned for A live load.120.opsl On the bottom Mord in all Seems whom a rectangle 3-a-0tall by 2-0-0 Wi
volt fit helween to bobom cord and any other mambee.
8)Hangi Or other connection dedoe(s)shall be provided subldent to support concentrated Iodate)M73 lb down at 8 94 on
bottom Gerd. Thu dB0lglVseleGlan INauGt wrnectlon device(3)alM1e reepavibillry 0101M1ers.
LOAD CASE(S) Standard
1)Dead♦Add Ove(balanced):Lumber Increase=1.25,Plate Inaeeee=1.25
Uniform Loads(pip
Vena-4-60,46-60,7-13=20
CoroeMMleO Loads(lb)
Ved:11=-80]3(8)
Qws. wasaexlpepwxnylmm nn,vr, Ink
ANOM0.U0ED)MEN eEEEFP NGE FIEENF)IAm.ImMYR016 BEM-1
W'0.n Wtllw Ne oNY Win MIIeM'amm-a NOT)M9an4 And-too-
6a IwmYe1 mrd ina cc USE no.
"O'dom.P¢Ierelm.Rnn49V�w1 mrthen.ttwaF{YCWXYOI Wmyn n�wneleaW uW11YXw.'eld-lonri embovwd
Wdq�M. gaYp tgcWetl Ylo pnvenl WCMIhg o111g641u4 MnweOwq/w vMtlmem.s Mv-dd<IlMxul lempuay aq pamivenllaafp
ealWUhlaWlatl Mn129rY m1 bpevenl cdkxee WinIv-�L4e Fa1mW tPxYm]PWelh WnWe. ra�nad 9 .e>�nleWldlq M
1MICaXeR dorta3a. E.
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kIMY IrbmaXm av eM1wn Inn RAIe ttMlYb via H.lee Sl 1 a11e 312 Nexatlxx VR22a11. iurye,R Send
Job TrussTrlan Type DIY Ry Greenwood
T8620268
10331TO T54 MppPi0.'b 8 1
Job Fe xema k indu(optional)
&ildirq CorreoxM 3ulpty. Jxkxmgllp,Fl 92258 eD10BA2ssSMtt 5LYO IADMEs,Ine. Esi JubWWSL6:50201WP p
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Iaa I as o
� 43B 63e
2s4 II Scale'1.1
3
6.00 F12 <<7
t6 G
2
B
2x4 II
1
4
6 W= 34=
3]-0
3]-0
LOIDING(peo SPACING- 2-0.0 CBI. DER- inpec) part W PLATES GRIP
TC20.0 Plate Grip DOL 1.25 TC 0.16 Ved(1-L) -0.22 4a151 240 MIRK) 244/10
TCDL 10.0 Luber DOL 1.25 BC O.b Ve0(TL) -0.55 4a >181 180
wa 0.0 ' Rep Sgeu Ina YES WE 0.14 Hou(TL) 0.00 4 We We
BCDL 10.0 Code FBC014TP1207 Matrix-MS WMght 501 FT=20%
LUMBER- BRACNN
TOPCHORD 2x4 SP No.1 TOPCHORD Structural mod sheathing directly applied orb oc pudlns,
BOT CHORD 2x4 SP SS except and mroals.
WEBS 20 SP No ti BOT CHORD FIVE caging directly applied or 160-0 no leading.
REACTIONS. (theles) 4=332/Mechanical,5=332A)-5A
Max Horz x130(LC 12)
Max Unlit -76(1-012)
FORCES. (Ib)-Mex Core,M Tan.-Alllo5xs 250(ME lees except when shown.
WEBS 2A=-20/184.2-5=-20435
NCTES-
1)Wind:ASCE 7-10;Vult=l anmph(3secand ghat)Val01mph;TCDLd.Opsg BCDL=5.0psh h=25g;BdSg;L441(me-01;Cat.
Il;Exp B:End.,GCpl�.i 8;MFRS(direcganel)and C-C ENe0or(2)31-12 to 3412,Intedor(l)3-1-12 to 35.4 zons;and Vertical
leg exposed;C-C for members and torus 8 MFRS for ructions sham;Lubar DOL-1,60 plate Bhp DOL=1.60
2)This truss has been designed for a 10.0 pal bonen chore I1w load Macancunent Win any other Irw lode.
3)'TMs tmss hes been assigned for a IIx load of 20.0psf on the bottom chaa In at areas where a rectangle 3&O WE by 2 0-0 Vide
WE ig between Me bottom chord and any other members.
4)Refer to glydeds)for truss to Miss connections.
5)PmMde mechanical connection My others)of Wx to hearing plate capable of a thMending 76 In up110 at joint C
'J 4, a. 4 'aaorm5-sf EUSE
Ihrsy,vdkl la uswYY'MIn MIe4®cwuvxlees.Madcaron4lrtmroWYK.'M Wa^ohertfraun<M klwm s.t.S I.nno miId.ml
Iwades xlweane.n¢lMYtlre deAl�w� wlM IregplcWIN of lxxanetm a'tlw�nvaditnnare Nt[Nr..Mn Baoniawmtll
wehB dNae. awwmeernederowe reml laroaw+wroaln.weo�atl�twemwmw.w+v. hvulwa wml>�tivtlepam�wma are M K
btlW3rx ee]ANMYKEMtltlbPew��ICW4�wXnW�ePM[W BAxYm]paGwlVMnree.W9w�tl AtlVtl�e� nw
pplcplM 51ao2e deltrery,xxBm and dWre UIMmeSaMg�Nry6lertR reaV191A%I OWh OIMh.WB.M aM BC51 BUIMy CwnNMnl 0�0.Messa BN4.
SyNy Bwxmdq�pM.yle M1m,I�u FMIa ImBeN,pie N.Iee5be0t WR312 NeraM1 VAYp11.
JW Truss Trues Typa Ory Pa/ Greenwood
09202 9
I p331T0 T55 MPropitMl 1 1 it
JOC Rehrenee(op0ore0
Building Component supply, Jacksonvillq Fl32269 BgWiw P202018MI.a6Oemes,Im. Fn Jun241T 4viTI018Pega1
IDmPyy02V%fW1aeP21OE2ez5]21�e%605J(evTL9110pbtlDkPNMkM4viTlpEroz3lao
4dp eae &lop
4F0 L60 0
3411 Bub=1912
3
6W 12
ju
2
0
3M S
1 Y
a
6 5 -
U- 'L4=4
34 II
a1.1-2 _i 9'5'9 e.1oo
60 4LB -0
LOADING PACING- 2-00 CSI. DEFL. In (lac) VMI tb PLATES OMP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vial -0.02 " 1899 240 MT20 24/0190
TCDL 10.0 tslmber DOL 1.25 BC 0.35 Ved(TL) -0.07 50 aee9 100
BCLL 0.0 ' Rep Stress I= YES WB 0.18 Ho2QL) 0.00 4 Na rte
BCDL 10.0 Code FBC2014rFP120W MCVIx-MS Weight:52 In 7=201
LUMBER- BRAZING,
TOPCHORD WSP No.2 TOPCHORD S9uclural wood sheathing directly applied or 680 as potline,
BOT CHORD 2x4 SP No.2 except and vedicals.
WEBS 2x4 SP No3 BOTCHORD Rigid sailing directly appged or 10.0-0 so bracing.
REACTONS. gb'aim ]=341/0-58,4=32/0 3-0
Max Hoa ]=129(LC 12)
Mex Uplift 4=E8(11_C 12)
FORCES. (m)-M.CompMax Ten.-All lorsolf1Ib)orlessexcept wfian shown.
TOPCHORD 1-2-355/32,1-0=-319/]4
BOTCHORD 56=135/305
WEBS 2-5=374105,1d-3/323
NOTES
1)UrLelersa l fool live loads neve been considered for this design.
2)Wind:ASCE 7-10;VcIt=1 smash issecondgum)Vend=101 mph;TCDL=S.Opml;BCDL=S.Opal;h=25X;B45g;L-2411;eevedlt Cel.
11;EW B;End.,GCps0.1 a,,MW FRS(dlractional)and C-C EMMor(2)01-12 to 31-12,IMerlor(1)31-12 to B-3-12 was;end veNcal
10 elyloll C for members and forces 8 MW FRS for reactions shown:Lumber DOL=1.60 plate gdp DOL=1.80
3)The truss has been designed]Ior a 10.0 psi bottom chord]Ilve load nonooncunent with any other live loads.
4)-This Vuaa has been assigned for a live load of 20.Ope1 on the bottom chow In ell areas Mem a rectangle 3 8-Drell by2-60 area
Will fn between Ulla bottom chord and any other members.
5)Provlde mechanical Connection(by others)of trofter to bearing plate capab'e o1 Wthstanding Be lb up11d at hint 4.
Qwn'..-y_s/ tan pn.— r,f a.....a ad 1FN9LIlaWCc.P WIExessusuaGE PIOE Me14A nv.1.159EFOPE Ves �r
c,eou na vs olYy wlln MlHtJ4conieckm.Rk r1a4a1 a WvgG.'.Pun pon—u [exwm.liid 4lw m unr.dAOYp ccm«1nnl.rot `
aleambin.More uR.IniadpBdaWJw1 m1a1 cath awagwca[aly IXdµT W1 laaa'd lP lYaru- W1olu Mrleb1Fb 115oVe1Ri
wm9eae.T.a«kgnxaleaalo wa•ela lxKkagaainudew�o�auwcrolemalmieal+v. Wdlla'n ramlAlm a+11>a1m��anla«aa sa. e
dwuy[1�IetlMYut4Wudblxewnl AI4 Mth«Vaenaiwaxa Y9ry wJ p4arYdIX^Ne'Fa9°1Md p4k>1cel�abq NM oa PeiMe Ea"ehtl.
kkxtalM aM ye.rleMaY.ereCMlm]ha[.'agolhffiazmlaer su.>twYl nc.V MII. Ma-aaPM aCa19i1a9hYaan9�9 Tertee.FL 3M10
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Job Trues True TYPE OM Py Greenwroad
T8820260
10331T0 T% Mompiloh Giller 2 1
Job Reference m
(oo' el)
SUED,CgreorwM Supply, JacxsonWlle,R W256 0.010 c Apr 20 W16 MITW Intlustrix,lm. FN Jun 24 11:20:582016 Pege1
ID,fAPSN5HZ4WceeeN3YUN4yZ0m-0605 XevTL?IlOpbdDIePNNp2U14NTIpsEros3400
aae
640
Sul-1:13.9
2
34 II
5.00 12
1
T 3
NNLED
2x4 II
DW=
a—
LOADING,(PRO SPACINIG. 27 061. DEFL. In B.) Vdafi LIC PLATES GRIP
TCL- 20.0 Plate Gdp DOL 125 TO
G27 Ved(LL) 0.04 35 x858 240 hi 2WIW
TCDL 10.0 Unnber DOL 1.25 BC 0.31 Ved(TL) -p. 3b . 1E0
BCLL 0.0REP St.Imr NO WB am HORTL) 0.01 1 far We
BCDL 10.0 Cods FBC201,VTP12007 Vairs-MS Weight 15 to Fr=20%
L moo BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appluld or 4-40 oc puMns,
BOT CHORD 2x4 SP No.2 except end veNkNs.
WEBS 2x4 BE No.3 BOTCHORD Rigid calling direddyapp0ed or 10-00oc bresirg.
REACTIONS. gbhlm) 1=180A45-0,3=188RWachanlcN
Max Horx
Mex Uplift 1=82(LC 8),3-9l 8)
FORCES. (Ib)-Max Conpl ax.Ten.-All fomes 250 gb)orlass except waren shown.
NOTES
1)Wind ASCE 7-10;VUt=130mph(3-second gent)Vasd=101mph;TCDL .0psf;BCDL=50pa1;h=25X;B=451% -24h;eeve-,l8;Cat.
II;Eq B;EncL,GCDI=0.18;MFRS(directional);Lumber DOLr1.60 plate gdp DOL=1 W
2)This Wse has Veen designed for a 10.0 psi bottom chord live load nomomufrent Neth anyother live loads.
3)'This truss has bean dsegned fora live load of 2o.op t on the bottom clbrd In at areas where a reclangle 3.50 tall by2-40 W.da
Wit fit Ravel to Ootthn clad and any other membem.
4)Refer to glyder(s)for BIDS to hums connections.
5)ProWda mechanical connection(by others)U truss to bearing plate capable of ulthetending 62 lb upll8 at joint 1 and BB to uOlti at
Joint 3.
6) NAILED'Indicates 3104(0.146'X-)or 312E(0.146'x3.25')toe-nals.For more deW b refer b MIT"%ST-TOENAIL Dalen.
T)In the LOAD CASE(S)SeGlon.loads applied to fie face 0 the Innes are noted as front(F)or beck(B).
LOAD CABE(5) Standard
1)Dead m Hoof USE(balanced):Lumber Inttease=1.25,Plate Imrada--1.25
UNfam Loads(pit)
Vert 1-2=80,34=20
Concentused Load,(Ib)
Vert:7=-78(B)
Q...-Vvey MtlanpxYmlmW RE40 NOIE5 OR W64NO N ,.EO BETEx REFERR EL P40ENEl0env.100.WI5 BEFORE USE.
J nFac,udl,. Univ.Sasser cmrecton.Be Ueagn E w,un+n Wrmo,—Wunr.fir]a fon m been.dA,A,d ngnnnt rot
■rl .snavaR.VMwa—Ila lxMaV dssuaE, b-sh,.mArs+5aN o1 GNT Wunalenab PMwIV tFlor,M tleibln MOTs owudl
hlJp Mph apygbWcalW kbpewJLuclig olbMA4uIMAweLaM/a clNRtl memba[wey.MOMrtalamlONP non'sl.
b QWOM1�aT.A�bla>MIIYadbgevenlccYi MTwYMe OaBIxa E'1Fy W1gWnIYCOn4N.rd 9la�tl PAxxae dV Te WOaPWSER.
,ses,,WLePma U,,a BUD, oMacroaTwa .1 wrrea.YMHN/INI WIIy CIAeee.OYPaM K'Y WMnp CarypMl TBEIDE LMID
matily lrYamolbn mNrlxekan YUm Flalu eaxbeB.zla H.lee sxee1.91R]I2 Ne�udxi VAZ[St e.
doe T. T.Type Cy Ply Oraanxnotl -.
Teezoxt i
10331TO 1r57 Mmwpime ) 1
Job RWerarce(optional
Building Compassed Suppy, Jallo:conge,R 32256 8.010 a Apr 20 W16 allas lndsumbe,Irc. re Jun 2411:2P.002015 Vista
D.IAPSNSHZO W c W PIb3YUN1Y28ea'219010CgnTeIYOOBeGhbv er,GOpPyv W TwPEYJbn
486
660
tools 1:13.8
2
2N
6.W 12 a
1
Li
3
2411
sw=
4-0L
400
LOAMS, SPACIN(L 2-0-0 CSL DEP_ In (Irc) Voted tM PLATES GRIP
TOLL 20.0 Plate Gap DOL 125 TO 0.21 Ved(LL) D.01 3-0 >M 240 W20 24N1%
TCDL t0A Wnber DOL 1.25 BC 0.18 Ven(TL) -0.03 3E >999 180
BOLL 0.0 ' Rep Sreas mor YES WB OAO Horz(TL) 0.01 1 We Na
BCDL 10.0 Code FBC2014RPIW07 MaMx-MS Weight 15O FT=20%
LUMBER- BIL'i
TOPCHORD 2,A SP No.2 TOPCHORD Structural aced sheathing dlredly applied or 400 w purins,
BOT CHORD 2x4 SP No.2 except and Wildcats.
WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 100-0 oc bracing.
REACTIONS. (Idslze) 1=154m-SE,3=15NMrcflenicnl
Mex Hoa 1=46(-C 12)
Mex Uplift 1=5(LC 12),3=30(LC 12)
FORCES. (lb)-Max.COmpMent Ten.-All fomes250(b)orlessexcept Mian shown.
NOTES
1)Wird;ASCE T-10;Vuti=lMmph(3sNmd gnat)Veld=101mph,TCDL5.0pat;BCDL=5.Opa1;h=2511;B=158;L=248;gave-SII;Cat.
11;EV B;End.,WinW.18;MFRS(directional)end CC Edamv(2)O.00 to 300,Intedor(t)M-U t.&104 zare;C-C for
members end forces 8 MW FRS for rad lions shown;Lumber DOL=1 60 plate gdp DOL=1.60
2)This Was hes been designed for a 10.0lRof bosom chord live load normoncunent wild enyamer live load..
3)-Thls true,has been deslgnled fon a Ilve load of 20.Opef on me bottom chord In all areas where a rectangle 360 tell by2-0-0 Mtle
MII fit beM'een me Whom creN and sm,other members.
4)Refer to girder(s)tar Was to muss connecdoos.
5)provide mechanical connection(by omela)of truss to ending plate capable of withstanding 5 I uplift at joint 1 and 301b uplift el
joint 3.
YWI RXwa an,JVlBnpuanWan-'REI,NO)Ee ON rX9 s.NICLWEO IME,REFEflI.d s.E."'snv.1WON0r5...a met,
0.ifq�WXl lu me aYY�m MInvJ<onmcrort IltdeLrpk[aanlwYY aW..... lersnv..... loin MlNM¢S...Nw. iwanP'�nl.rvl
a1�53Mrvnnlpn u[s.ttud4Ly H4Twr murloevlly lM arppwLlN ofJetlpn pionolersaM goPeOYfuvfate lMaMLL3nlnle llw ovwW
dewrp depar. dex:nnr,Acwerlklo Pawnl tucNlr9ol YVMFAxI LunwMreral(diMa memCax WV.PW11wMIxmMWad Mmxnn,l Urslrq Mire k'
a w«awrawod a..raulv'vec. �Xlwllu awlml>o�+ac rwlMrvmenM>aly mows. rorea �w wedrKe..c
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Idvkalkn nuwe.delvaY.erxlCnad aafyor nrmesm[Imm MlemsreeNlNnlxI GUXY CrXwle.o,adaeM BCU WYdnyeomNnxe Trop.FL 33610
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Job -- 'Truss Tmss Type OlY M Greenwood
76820262
ID23t TO T50 MomI SupporteO Geller,
Job Refererce(ppSOra)
Building Component Supply, Juksomale,R 32256 6.010s Apr 202016 MITek lndumec,Irc. Fn Jun2N 1.29.Oo 2D16 Pagel
ID:tA SHZ4Bd:8aTb3YUN4yZ6eeSIgOI"CgnTaJYOo bt"hHfpPEcWTcoPEz
0110 OLA 1-10.2 1-iL 31i]-1Y
OB10 O'1-10 610.15 41-10 0.]-15
Scale 11s
S.CO F12 3
ENE
hl I
2
2x< II
1
64
4>a II 3A II W I
I
LOADING(psp 13PADING 240 CBL DEFL In goc) gdell I PLATES GRIP
TOLL 20.0 Plate Grip DOL 125 TC 0.13 Vital Na - We 999 MRO 244/190
TCDL 10.0 Limber DOL 1.25 BC OAT VeR(R) We - We 999
BCLL 0.0Rap SYreu lncr YES WB 0.05 Horz(R) -0.00 4 Na Na
BCDL 10.0 Coda FIC2014R1`12007 Meth Weight 1416 F7=20%
LUMBER- BRACING
TOPCHORD 2x4 SPI TOPCHORD Sluctunl wad sheathing cleadiy settled or 24-12 oc purlins,
BOT CHORD 2x4 SP Nei aerator"v aims.
WEBS 2x4 SP No.3 BOTCHORD Rigid defend,directly applied Or 1040 oc flooding.
OTHERS 2x4 SP No.3
REACTIONS. g hudde) 6=-M-7-12,44 -]92,5=110Y1-]-12
Mex Heitz 6=50(10 12)
Mex Uplift 4=10(L0 12),5=-05(1012)
Max G.6-40(1016),411,10(LO 1),5=110(LC 1)
FORCES. (a)-Mex Comp.IMax.Ton,-At fomas2500b)orleas except wflensndwn.
NOTES-
1)Wind:ASCE]-10;VIAL=130mpb(3smmdnd gust)VSSC=101mph;TCDL=S.Ops11 BCDL6.Opc1;h=25ft;1371511;L=24f1;uve=zft;Cm.
Il;Eta B;End.GCpi-0.18;MFRS(directional)and"Conni zone;end vertical lift exposegC-C for members End forces 6
MFRS for madders shown;Wmbm DOL=1.60 plate pro DOL=1.60
2)Trim deadi for Wind loads In the plena of the truss red, For studs exposed!to wlrW(normal to the face),see Standard treasury
Gable End Details as applicable,or commit qualli Wilding designer as per ANSIRPI 1.
3)Gebb requires connmlou bottom mord bealirq.
4)Tues to be fully stashed Wou one face or securely braced against lateral movement I.E.diagonal web).
5)Bads studs spaced at 1-4-0 oc.
6)The Vuss has bean dulgnea for a 10.0 pd Whom chord live load nonedundurrent wfh any other live UEs.
])-Thle talo has been designed for a INS two of 2a.opst on the bottom chred in all areas where a rectangle 3-6 0 tall by 2-0-0 wide
Ell fit between the bottom mora and any other members.
8)Prulde mechanical connection(by others)of area to bearing plate capade of withstanding 1016 uplift at joint 4 end AS Ib uplift ai
Joint 5.
�wNEARE Vwpy e✓tlen R-i And READ Ni art AND ffiCi WER NEI PAGA UA ne 1 Nedeal BEFORE USE.
iMk4MryNUk✓AynGryRwMsBrkem1tlm5IkdE.xBaryudsWe.oENfNlYtllreFYlIlmlnYMMerRleICkW®nmurxtlwlvboctYqR6 o<laM"lmJen[tlRlwq M1rvuinoNryvleWrm Z n"eN1"N5"1/IPllfVagw2Y and0.6nmdoonenm] aci"dNDmIMMYAr:JdWpWbaUItl Kb MMYEWGdIgp�Wcnpon mGFpelomyapwMioonsixtoremnl rltl
l
ekresWOW
resumboint
umbUMaWRundlxn{dtrymelmnuesenori
to nvem c .with fowl0.mrvJ now"apcCalY... per Pennd RAHEA RJddYq
shermaRn0R tlM. hN14. LeEi
]M610O
M.
Job Truro T.Typo aty Ry Greenwood
TBB20283.
m3alro vol valley 1 + I..
i Job Rou2016 ific.MIT(ooakleg
9dldirg Congasnl Supply, Jadaomille,F132258 e1c60eAVJN4yZW,WwnVgZgMod WFo Jun24++:29912D10Pagel
ID:IAPSl8HZ99d:6eRb3Vl1N4y20ea-WwOmVgZgR5bptlLkofiUOS61NaLD.Al2 jflu 11dn
4414 5494 &414 P99 410112 t0.&19
' 6119 61-8 3O9 td-0 110 36e 098 611-1
Scale=1:168
44-
3
4-3
S.CO FI2 11
aN II 10 42N II
2
12
8
5
1
8 ] 6
2e4% zw 1 h4 II zW 'd4 a
10 44u4e-1_4 14413
z Ig w u
LOADING(psi SPACING 200 CSI. BEFL In (roc) faa0 Uri PLATES ORIP
TCLL 20.0 Plate Gap DOL1.25 TO 0.07 vsftLL) Na - Na 999 MT20 244190
TCDL 10.0 Lunber DOL 1.25 BC 0.05 Ven(TL) IVs - Na g99
BCLL 0.0Rap&. nor VES WE 0.04 H.Z(TL) 0.00 5 Ne we
BCDL 10.0 Code FBCnl,VTP1n07 Mw81-S Wright 3016 FT=209S
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing Erectly applied or 600 m pumps.
BOTCHORD 2x4 SP NY.2 BOTCHORD Rigid ceilirq dredly applied or 10.0-0 oc bredrq.
WEBS 20 SP N0.3
OTHERS 20 SP NoS
REACTIONS. All bearings 10810.
pb)- Max Hor21=-20(LC 10)
Max Up1IX All uplift 1001E or19saljaiM(s)1,5,8,6
Merz Glav Allreactims2WIborleseatldM(5)1,5,7,8,6
FORCES. gb)-Max.CompAAax.Ten.-AIIIoroes250(Ib)urlessaxceplwheneMvm.
NOTES-
1)Unbalirnced roof If.tootle have been consldered for Mie design.
2)Wind ASCE 7-10;Vu1t=l Wmph(3-second gust)Vasid=101mph,TCDt_5.Opai BCDL- .Opd;h=25X;B-1511;L=241;eavedft;Cel.
II;Exp B;End..GCpi=0.18;MFRS(dlrectionm)and C-C Exholor(2)1-7 13 to 4-0-13,MfeNor(1)4-]-131054-14,Extedor(2)
5414 to 54-14 Zme,C C for members and fomes S MFRS for reactions shown;Wmber DOL--180 plate gdp DOL=1.60
3)Set requires wnllmous bosom chortl bearing.
4)This truss has been designed for a 10.0 Pat bosom chord Iive load nonconcurrent WM any other Ilve loads.
5)-This Imo has been designed for a live load of 20.0psf on to When chord In all areas Whore a rectangle 380 tell by 2-0-0w1de
Wilt fit behsen Me son.chord act any other mambas.
el Provide mechanical cormectlon(by oprom)of house to bearing plate capons of Wgeneral ng 100 to WIII at lolnt(s)1.5,8.6.
Vsoia-Id,arxaxpaElOXOrEaON1144dN0 tl1[LYOEe aganosEFEa -"a as"'o m.I4tl3T11FaEfOPEUSE
hoWiu rd ue d y WM"in4®ecrvwclde.N,tl gr Is WY YVYrr pdmWlen o—r,and It fd m M ural Gsarg cwnVnreni.rot
M1�isw4Wn.Y¢kxeuB.n¢Ixggtle4lrmr nxal vdlN aierLWrrualNolOWMn WmreldvuN PreperN Yrcdpdalenidmlyrinlonw oW W
fi
WdYgdtlp�9adg YxYeretlhlo gevenl lxcupdYdsur.4llW wW rn1/d crwrtl memCen MFix ]IdngxaYaM(�rnvm+daclrQ e r
o= = l "with W&He pernrd YWry OHgcyaIYWMW. rd�nadpklm�repuag4W so., neEMOW.
NxICYIb,,tldo2¢.ddMW.dalkn Rqb lyo1Lr656VAlnaay[krrurwAHN/INI auWVCIIMb,pWeeagld"i ag Cr,rse, Tangs.FL 9610
hYdngXm rn.'ytlieYan lrw Role YutlMoR!.N.Wseeal,91N312Ner VAM14.
Job Tmu T—Type Qty Ply GrenwmM
T0020'te4
10331T0 V02 VNley 1 1
ob Refernee
gultlly Component 6uppty, Jadaorrville,FI32266 6.09Ayr2020kln Rnc. Fn Jn2411.28.022016Pp
ID]AP3N5HZ4Wc6am3YUN4yZIfaa-=6Bj0SCOjaYYAMJL0iHomHlv_nUT3l
3494 6&t3
y4p 3414
6tale.1
'.126
bb=
2
60 12
3
1
a
a
ass z.4 d awo
o- m osis
0 0 6a3
LOAgNO(paq SPACING 2-00 C&. DEFL In (los) Vdefl Utl PUTES GRIP
TCLL 20.0 Plale Gnip DOL 1.25 TO 0.11 Ved(LL) Ne - we 099 MT20 244/190
TCDL 10.0 Lumtcl DOL 1.25 BC GOT VerIQL) Na - Ne 999
BGLL 0.0 Rep Svess Ina YES W B 0.03 Hard
0.00 3 Na No
BCDL 10.0 Go0e FBC2014/1PI200T Mamx-S WNga 20th F7=20%
LUMBEW BRACING,
TOP CREED 20 SP No.2TOPCHORD Strodutel wood sheathing dlrecny applied or a O0 oc WdIns.
BOTCHOPD 2x4 SP No.2 BOT CHORD Rigid celllng direany applled or 1 000 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (Warm) 1=105/59-10,3=105/6-&W.4=215r&6-10
Men Hort 1=-14(LC 10)
Mex UMM 1=-19(LC 12),3—19(LC 12),4=0(LC 12)
FORCES. (Ib)-Max.Cmra?1Aax.Ten. Allforaf250(Ib)orleeeexoaptvihonsawn.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wird:ASCE 7-10;VUIL-130mph(3-second gut)Vasd-101mph;TCDir5.OpaC BCDL=5.0p f;h=25X;13=4511;1--24f1;save-4n;Cat.
Il:Exp B;End.,GCpl=010;MFRS(directional)and 0 Etlerior(2)2oa;C-C for mentons and loses 8 MFRS for maim.
shorn;Wmber DOL=1.60 plane gdp DOL=1.60
3)Gable requires conlimou bottom Mord beaag.
4)This Vusa hes been designed for a Ioe pet anon MON live load noneoncurreM with any otter live lead .
5)•This thas hes been deigned for a live load of 20.Opsf on the bottom Mord In all ares ebare a rectangle 3BO fell by 2 0 0 wido
Wit fit between the andm card as any other members.
6)Pm mala meManlcal cannedlon(by others)M turas to nal plate capable of Wtananding 100 to g41n at jolnt(s)1,3,4.
�..a... a.., enem n4 dad NOTEa ON TMG,x.e.1e..D/NEx eelaay. ne-e crani m.ID0Yf0n""a"
.,m 1p—. nM l.cwvrtclnc to Jeflynk 1.—` NY —no..nn`W cwnP^r+^I.cul
..t,00n.�Iwaum.astWdpaelSNbl mtnl m+Xv nw nµMkailN ol�lpn wnmelencnf uDwIYl�cannrtila lNtdeIM MDRe ovudl
olypdxawna iip Yidcele0kbgevenl `tllipollvTMatl OuawxDml'/achxtlmbn�s NY xd�INaM lanwbY bw Pemgbnlb«i�e
kalwaw�e?eed MakdllYbal la pevNlcWga Mm N"14a FewMlV Ymd popedy WnOy. fad Vdakbr¢Fepotlro the pp4PYb EMave
hMcvlbvtlaoae.09l�nay.w«IManf tx«Iq of lNamaM amiYdemc[uwrlal/NII(xMlIy CMW.Wad9Oi4 a[Y auli�p Lanpolwnl Tanp,Ft.1.
ayely Y'pnieXm wtlMlNertan Inn naW 1sIMe.41e N.lea SRMI,SIR 312.Mavmd4�.VPR2311.
Job T. T.Type city Ry Greenwood
T8920265
10331TO V09 GABIE 1 1 '
J b Rerererce(r donee
Bwkirg Coagorent 9lgpy, Jedbamnlle,FY 32266 &Ot0sAlx20201R-Sl IMMbies.I7N: gJun2411MIC32p16Pegel
10:iNP6N6HZ4Bdr.6ed63YUN4yZBea16-1-8 Mb4tlrRA4]Ns3ge20XRAJ301C3CRg80h91ak
g¢12 1&td
6612 4612
arils 126.6
5S-
5A 12 6 B
4 L11
2]
1
�-0
91 'El
26 25 24 23 22 21 A 16 19 O 16 15 14
161d
1614
LOABING(Ps) 6PACING 2-60 Cal. 0EF1- In (lac) 9deg W PLATER GRIP
TCL 20.0 Plate Gap OOL 1.25 TC 0.05 Verdl-L) We - n/e 988 W20 244/180
TCDL 10.0 -txnber DOL 1.25 BC O.B3 VMUTL) we - Ne 998
BOLL 0.0 Rep Strass Ina VES WB 0.03 Hor2(TL) 0.00 14 Na Na
BCDL 10.0 Code FBC2014RPI200] Matrix-S We19M:1031E Ff=20%
LUMBER- BRACING'
TOP CHORD 20 SP No.2 TOPCHORD Structural wocd.haathing Clmotlyapplied a 6-0-0oc pudins,
BOT CHORD 20 SP No.2 except aq vedlcal..
WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly applied or 1040 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. Allbaadngs16-1-6.
(10)- Mex Hat 26= (LC 10)
Mex Uplift All uplift 1001borlessatlointh)26,14.21,22,23,24.25.19,18,17,16.15
Max Grey All reactions 250 lb or less at join(.)26.14,20,21,22.23,24,25,19.18,17,16.15
FORCES. (1b)-Max Comp.Mlax Ten.-All m.250(Ib)m less except amen shown.
NOTES-
1)Unbalanced roof Ilya loatl6 have been wreiot for NIS design.
2)WIN:ASCE]-10;Vult=130mIM(3deoxW gust)Vasd=101 mph;TODL- .Opel;BCDL=50p t:I<258;B=45ft;-440;rave-411;Cat.
It;Exp B;End.,GG,,I 0A 8;MFRS(dlrectlo nag and C-C Exletlor(2)61-12 to 61-12,Intedor(1)6112 to 8612,Edetlor(2)
8412 to 11d-12 mneC-C far member and forces&MW FRS for naddbbe shot Wmber D0I-1 BO Flare grip 001=1.80
3)All plates are 2x4 MT20 unless othemdae Indicated.
4)Gable requires continuous bottom chord bearhg.
5)TMs buss hes been designed for a 10.0 pat bottom chord live load nonconcunent with any other live lards.
B)•The more has been designed for a live load of 20.Opsf on Me bottom chord In all areas where a rectangle 3 80lall by 2d 0 wide
will fit between the bottom chord and any other member.
])Reading at joim(s)26,14 considers parallel to grain value outing ANSIrTPI 1 angle to grain formula. Building d.elgrar Should verity
mpadty of bearing surface
B)Provide mandev al comecdon(by others)of Imes to bearing plate capable of wlNstayfing 10016 uplift at joint(.)24,14,21,22.23,
24,25.19,18,17.16,15.
QWIRNHaVutlY C�Iprp�en•rwwprFJa MOTE.pl rltlH4ra M'CLVOEa MIIEx NErtrLXCe IIOEMF10Am.1e9YNI5 eE£aaEYbE �
IEA,T VW Iaub MYVw1T MIek®ccnpclwe.R6aeWrGL IaYY4��^WrtnnlasYw'Mt�✓JkM Y]WxrhWrV can,F�'w.l.rot
Mae/YMn.WcnuB.IM IxMV a&Crier nxMlwiYYlingpkdWwoldergri Pawr,elenaq PNe.Y hcuMde Md4yrfibll'e Dvead
wo-a da+w•eraiaak�atwerol�eyemt+.Arnolnalaim®wnme/oava m.rrow.or+v. `�3erw lmPa�rmoo«mv+rna N MiTek'
S<M'aM1ie�a�bWMhaMblNByaNc�'IgNMnlx@Ie IRIWx]ki1•YaOnrtt`afYd�rr[Oe. IwW KrUPAlace�68i4VM WaverMeEW 6Mtl.
Iota"wmRion wMafm, fromclYMrmlaml'O OlkroaaMellw Mlar4 MWWIN1 GiYIY<.1•rh I1NdFYM•LU YigCYeWa•la i.nV..fL axlo
n®rwALmMe.z1e H.tm slrwL rxlealz Nexmaliv/,TYOI e.
doe Truro Trtea Type O1y, Ry Grawassel
TBB20266'i
10391TO VO4 Vellay 1 1
J DP i l onN
&ilEinp Component Suppe, Je®omille,FI32258 6a100Apr202018MTek IMDe A? Ns Fri JDXQMI.29.1%12gSPagel
ID:IAPSNSHZ4Bdc6aBM3YUN4yZ8ee$IL%MAb4nrtiA]]Na3gaZDXOMIXdh3CRgSDZZWok
bo-tz 1&1a
batz bo-1z
Souls 126]
6E=
3
6DJ 12
13
12
z 4
e
n
5
1
Iw
10 g 0 8
16P0
lbtd
LOADING(pap SPA Q- 200 CSI. DEFL in goo) V" Ud PLATES amp
TOLL 20.0 Plate Gap DOL 1.25 TO an Verdi We - We 999 I'l 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Ve(TL) Na - NB 999
BCLL 0.0Rep St.In. YES WB 0.07 Hoa(TL) 0.00 6 Na Na
BCDL 10 CMB FBC2014TPI'2007 hilat Weight 851b FT:: 0%
LUMBER- BRAdNG-
TOP CHORD W SP No.2 TOP CHORD Slmctulal wood sheathing amayappllad or 130.0 of,pudina.
BOT CHORD 20 SP N0.2 except and velcale.
WEBS 2WSPND3 BOTCHORD Rigid ceiling directly applle or 10,0 0 oc becing.
OTHERS 2M SP No3
REACTIONS. All baetinge 16-1-&
OD)- Max Hoa 10J2(1-010)
Max Upst All uplift 1001b orlessal)dN(e)10,6,9,7
Mex Grev Mil .doro2WIbDYlessatldnt(s)10,6exrepte=253(LC1),9=384(LC21),7= (LC22)
FORGES. pb).Mac CBmp/Max Ten.-All forces 250(ID)or luso except Men shown.
WEBS 2-9=-2MX 4-7=2nilN
NOTES
1)UntowancM roof live loads have been oonaiderea for this design.
2)WIN:ASCE 710;Vulti Winch(3-second glee Vae=101 mph;TCDL=5.0psi:BCOL6.Opat,h=25ft;B=I61C---2411;eevs4tl;Cat.
ll;Exp B;End.,GCp1=D.1 S;MFRS(diredlood)and C-C ErtedoR2)0412 to 3-412,inteer(1)3-1-12 to 8-0-12,Exteon(2)
8-0-12 to 11-0-12 rone;C-C for members and forces&MFRS for reactions shown;Lumber pOl=1.W plate grip DOL1.60
3)All plates are 20 MT20 unless dherwiae Indicate.
4)Gable requires continuous bottom chord being.
5)Thls was has Dean designs for a 10.0 pd bottom chord live load tKK sourfunint�WM any Met live loads.
6)'This Imes has been dessoptionignfor a live load of 200pai on the Don chord In all wow site*a rectangle 380 tell by 2-0.0 wade
a,III between to Dation ceN and any oter menbesm.
7)B sang at ldnt(s)10,6 confiders parallel to grain value using Atli 1 angle to grain wasum. Building designer shot very
capai of Dearing surface.
8)Provide mechanical connection(by others)d how to bearing plate capable of verhdaeing 1o0lb uplift at lolnt(s)10.6,9,7.
Qwxa.. VMry NYan Nansi v-dRwD NOms mv YH19 IND INCLU060CE I lorniFO ��
psaD,WpWIN,M1v.9a691eYAcautttMn.I1GM .HOn yF M r to —
LwYwlam.aalpet®.R¢dAYJdeU�mui t ' . , MiTek
y/t1tB 64T.BOcfpYWOletltbpe'AN MCMIIry IIF / A ',i.
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