1739 ATLANTIC BEACH DR - NEW HOME (2) �® Lumber design values are in accordance with ANSUf P1 1 section 6.3
These truss designs rely on lumber values established by others.
MiTeks FILE COPY
RE: J140588 - Holloman Residence MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Glenn Layton Hms Project Name: Holloman Residence Model: Tampa,R 33610-4115
Lot/Block: 31 Subdivision:
Address: Lot 31 Atlantic Beach Drive
City: Atlantic Beach State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-]0 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: 55.0 psf
This package includes 46 individual,dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. -
No. Seal# ITrussName Date No. Seal# Truss Name Date Engineering Business.
1 16722004 1 Ao1 112rd=1418 L76722021 E03 12/30/01 JAX APEX TECHNOLOGY INC
2 76722005 A02 12/30/01 19 76722022 E04 112/30/014 445Su0on Perk Cour,Su5e102
3 76722006 A03 112M30/01 20 76722023 E05 _. 112/30/01 sonville,Fl.
4 76722007 A04 12/30/01 21 76722024 F01 _ 12/30/014 0 '20D
5 76722008 A05 12/30/01 22 76722025 F02 12/30/01 1o No,7547
Is 176722009 Bul 112/30/01423 .76722026 F03 _ 12/30/014lam— s
7 pnq
76722010 B02 112/30/01 24 IT6722027 F04 ' 12/30/01
18 176722011 I BP01 1 12/30/01425 T6722028 F051 12/30/01 O ED APPROVED AS NC
19 IT6722012 1BP02 112/30/01426 T6722029 F06 ! 12/30/014 G OT RO
110 176722013 I BP03 12/30/01427 T6722030 F0712/30/014 0A�00
111 I T6722014 I BP04 12/30/01428 T6722031 F08 12/30/014 Engineer of RemN:
112 1 76722015 I C01 12/30/01429 _ T6722032 F09 __ _ 12/30/014 Derek B.
113 I T6722016_ I CO2_. 112/30/01430 i T6722033 I FG01 12/30/014 FL Carl No.Murrayrra57
I14 176722017 D01 112/30/01431 IT8722034 FG02 12/30Po74
115 76722018 D02 112/30/01432 T6722035 f FG03 1112il0/014
116 176722019 E01 112/30/01433 T6722036 'FG04 12/30/014 ATTENTION.Rerbwofehop drev4n0eM
�7 /76722020 IE02 12/30/01434 T6722037 G01 112/30/014 only for conformance whh the design oorm
of the project and does M relieve the
delegated engineer of responsibility twin
d9Y7iNe requirements of the
The truss drawing(s)referenced above have been prepared by MiTek c�dob6ntsyta nor from respori lAq
provided by Manning BIndustries,Inc.under uildr gt direct Supplies ision based on the parameters %% N"'-.\GAN"'-. frly the chop drawings.
F '•.2
Truss Design Engineer's Name: Albani, Thomas 9 e0 ,
My license renewal date for the state of Florida is February 28,2017.
*
IMPORTANT NOTE:Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown �Q'•, STATE OF :�1JJ
on referenced truss drawings. Parameters have not been verified ;'� '•'�( O P, ��.�
as appropriate for any use. Any location identification specified is .�SS. R,"
for file reference only and has not been used in preparing design. 'rr,,��NA�Ep•`
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer, FL Cert. 6634
per ANSI/TPI-1, Chapter 2.
December 30,2014
Alban,Thomas 1 of 2
RE: J140588 - Holloman Residence
Site Information:
Customer Info: Glenn Layton Hms Project Name: Holloman Residence Model:
Lot/Block: 31 Subdivision:
Address: Lot 31 Atlantic Beach Drive
City: Atlantic Beach State: FL
�No. Seal# Truss Name Date
135 T6722038 G02 12/30/014
:36 T6722039 G03 12/30/014
137 -- IT6722040 G04 12/30/014
38 'T6722041 G04A 12/30/014
39 IT6722042 G04B 12/30/014
40 T6722043 G05 12/30/014
41 'T6722044 G06 12/30/014
42 'T6722045 H01 12/30/014
x,43 :T6722046 H02 12/30/014
144 7T6722047 K01 12/30/014
[45_ 'l T6722048 K02 12/30/014
146 :T6722049 81015 _ _12/30/014
2of2
jou ues ,re Ibllo,ren M,dence
hum
u r Ta]S$Ne
JttlSY pot 10-IE 1 1
JW ReNrarce Ilona
Mrmiig 6uMnp6ugiu, JecbpnY,0. ].boo¢6ep P3Mli MRex lnEueVpe.Irc.Tue Os al G:6i Y2Dle papal
I0:pghyeHRmE4IDV2u,-PY6yi9SD-S_B_W6Ap61eTY2cg9YkYFpMAbNaKB6Y0YgJJpBE
6B is.
188 1880
12 sold. "Ask
ass n
am F,z 30
10
3M% 9
B
as
6
yU i b
3Mi � 4
%2J aw
as P] 10
11
to ll
I
14 13
as YL 21 an 1e 1e 11 16 15 a1
3M= a4= a4=
1890
1B90
LOADNlGOW) SPACING 200 CSI. DER N 0.) Vdatl W PUITES GRIP
TCLL 20.0 net.Grip DOL 1.25 TC 0.8] Verl par - Na Seat half 244/190
TCOL 7.0 Lumber DOL 1.25 BC 0.71 VeM1(TL) We - Ne SBS
BOLL 0.0 ' Rap Suisse Insr VES WB 0.16 HorP(TL) -0.01 15 rue ruts
BCDL 10.0 Code FBC2010F712" (WW-M) Weight 247 Ib FT=20%
LUMBER. BRACING
TOP CHORD 2x4 SP No2 TOPCHORD Structural wood Iran irg directly tripled,or 6-0-0oc purlins, except
BOT CHORD 2x4 SP NeiaMvadiceh,
WEBS 2x4SP i BOT CHORD RigIC.raftig directly applletlor 610 dohadng,
OTHERS 2x4 SP No2 WEBS 1Row Y midpt 12-13
JOINTS 1 Bret at JgsT 24.25.26,27,28
Mili recommends that Stabilizers and required cross bracing
be installed doling WY erection,in accordance Wlh Stablllzer
Installation guide.
REACTIONS. AllwahIP16-54.
(ID)- Mex Horz2 ,183(LC 11)
Mex Uplift All ur in 10016 or mars pipings)23,17,19,22,20,18,16 except
15=-255(LC 9),21-281(LC 9)
Maxi Allreadlans2500orie atIdM(8)17,19,21,22,2,18,16
eaCapt 23=34QLC 11),15=344(LC 1)
FORCES. (Ib)-Max COmpJMBx,Ten.-AII lames 250(Ib)ar IYs exwpl wfien slwwn.
TOPCHORD 1-23=5651316,1-2=-13 32 28,2-3=429/234,329 41422],429-) lW/ ,
4-5=4]81263,S8=483283,b]=SON31],]0=4]&311,69=i]3r322,
9-10=31 M246,1030=28523411-3R-264241
22-23--75I1Sr5,21-22=-751i5V5.16,17=i 15
BWEBB ot CHORD 10-24=-292Jy .1321-283/59,1 -24=323.482,19-24=3zv ea.tz5=rt4ntt, �p .'PS..A'q
21-25=- 3 53.9 28=M1,188,16-26=-369/4]5 .`,r \GENS '•% 11
NOTES3938
1)Wind:ASCE 7-10;Vu11=130nph(3serx n l gust)Vasd=101 mph;TCD1--4.2ps1;BCDIa3.0phi1;hB=451t;I-24n;eays2lC Cat.j *f•
Exp C{Enid.,Gi MFRS(tllredienal)aM C-C Corns,U)0-1-12 to 31-12,Exhaor(2)3-1-12 to 19-]-4 Pone;danlilaver len s d _
rigMeWYsd;andvrVicallefl and rlghlexpised;C-CldrmembersarbloroY B MFRS for readlonsslloan;Lumber DOL=160 plats
grip DOL-1.60
2) Truss designed for wind loads in the plane of ins luta only. For studs exposed to wfrb Normal to the face),see Standard lntluerrY ATE
0
Gable End Details as applicants,or consult quagral Wilding designer as per ANSUTPI I. ii(x•••,( P ,• ��
3)All pales aro 1.5x4 MT20 unlree,dominated Indicated. .( p A(0 • \_1
4)Gaele Nude spaced at 2-0-0 od. "I S .. `G
5)This there las been designed for a 10.0 Fel bottom Ghoul live load ndnconcunant with anyother live lowers. PPPI S�ONAI°E�.A``,
6)'This inner has been designed for a Ilve load d 20Opsl on tra m bottochord in all areas scheme rectangle 3aL tall by20o wde tin P//IMI II0%�
lit betvmertme moon ctmM orb y yd mr mtru eto.
])16.mechanical donnadion(by others)01 Vuss to Dearing pate capable d wiNstantling 10016 uplift at Icings)23,17,19,22,20,1
16except gt=16)1 rin,cozlaet. FL Cert. 6634
87 Nona pit Deedrgcorbi condition. Review required.
97°Semi-rigid pitchbreaks with Ilxetl heels'Member end natty model was used in the anetysis and Uesign of this loss. DSCSFIIbBF 30,2014
Q V4Rl0N6-VmJy d®ign P^.'^^d^=wdRfiaa N01890NiH]9I]IDIMI.VOH0IOl8l[RFl&PBNCB PAOa M174]e BG'OAa llaB
CaJSn adN tae ue oNY WIM1 MIML amnclw,.a4tlai.InapyBtl dYYW��Nanelers9wwn. mica anYMu4J
wmdWdgco
hbb�Y ol[M°>bn paanelertmdqu�er M:om�oMndcanpxwnlerefpNNMllyoldMtlb�, w-m I�Oe{]nY- adin9 Youn
rx'ue. hJ.MWMe ,fie�rM�gdlM1oo m<e.aa is muim�Bd llw dlvlVA cwt d9�" erNaab ellre Tele
e Mn.gW%c a iraoae.d mJ.
I lxaYg.evnsll p12.I C . CrXwb.9aH9antl BCN&YMrp Canpaxnl pp4 pa,4 FM BNE.
9rhly kloimaPm md2k,dm,4wflole YMXu14]dl N.Les SIraQ1.9Ale JIP NaxwNi4 VPP2914. Lr,pe.FL3Y1P/I15
IlSouiM1em Pine ISp mm0ec is apeciReE.n,e Cezip,valuerre[Mee Me[tive eb/el/POUOVALSC
r 1
ilia pB X_Ibmm Wegarlw
T6]P2C65
J1fO5B0 Pf@ Magklr B 1
JW RMerwia anal
Wnnvlp BuiSnp Su{q&n. JeWrcmile,FL i%Oe3p2QWilwhTWIn4aTrbv.Iz. TueO¢a0CB:5l ZIYJ&• 4l
ID:p�rkyeH21624 u.LPY6y4&S 1111 M6cb3nF5tloE03x%2o3pMG8 EJBLN46YJgBc
-0bd 6Id 1x10-01 182• 1880
� 1dA SFt 63J I SbB i 3612 �
Soxe.I'.da
for FW 8 M;
8 13
34
Sas i
8
12
2
1
11
10 B I• 8 ]
1.Sv II y- 3a•- 3x4- Syg-
sn1 See-
1010-11 62•
116� 0�1�40�
6]-I 6Jfl SSe DQ12 5•L
PI t OIIs IXn-- I3a2-808-01
LOADING(pef) SPACING 280 CSI. DEFL In (lac) Ptlel Ud PLATES GRIP
TOLL 20.0 Plefe Gtlp DOL 1.25 TC 0.82 Ved(LL) -0.0210.11 s9B9 240 MT20 244/190
TCDL )0 Wmber DOL 1.25 BC 0.•l Vm(TQ -0.061x11 .999 180
BCLL 0.0 ' Rep Sines 1. YES WB 0.37 Horr(TL) 0.01 8 we we
BCDL 10.0 Code 9BC201G1rP1200] (MNOx-M) Waght1621b FT
LUMBER- BRADING-
TOPCHORD 2x4 SP No.2 TOPCHORD Stalplulsl Nvatl sheathing tllrecfly applied orb OmµMrd, Nlcapt
BOTCHORD 2a4SPNo.2 and veNcas.
WEBS 914 SP No.2'Excepr BOT CHORD Rigid paling directly applied or 6-0-0oc bracing.
67:2xASPNOAD WEBS 1Rower mitlt 6-0,48.58
MiTek ra^ommends final Blablllxers and reignited pose boNlg
be installetl tluMg buss erecgon,In aaoMs..WillSteblll2ar
Ins Nlmon dultle
REACTIONS. (Iblsiz ) 11=865/0-5-0,8=068'x58
Mex Harz l l=510(LC 9)
Max Up1iM 1_269(LC 12),8=441(LC 9)
FORCES. (Ib)-Max.CoYpJMax.Ten.-AILIolces 250 Qb)or less except wren shown.
TOPCHORO 2-12=4551192,&12=41ft1208,34=-441/198,45="3394259,2-11=6181398
BOTCHORD 10-11=661/SR9,9-1R-082/589,9-14=2]4/409,8-19=-2]4//09,]8=204253
WEBS 3-9=-28190],49�-18)918,48=-52313)1,56=855/488,2-1 R-14&500
NOTES,
1)W Ind:ASCE]-10;Vult=130mph(3seomd gust)Vasil=IDlmph;TCDL=4.2psf;BCDLr30psC h=258;B=45M1;L=2411;says=411;Cat 11; `\,\\r li llh
RS
14-15 to 19-74
left and
OgMexposel And vencellllefFand(right omoseonag dCCf rBmanflarl forces B MWFRS for reamons sM1ovm;Wmbe DOL-1(60 plate % .. A. q. p6
gdp DOL=180 `` O :'GEry"
2)TMs buss has bean designed for a 10.0 pal bosom Mond live load noncohmnent Mtn any other live coeds. 11
.r••�\ S•'•.9
3)'TNs buss has been designed for a live load 0 Moral on this borlwn chord In all areas where a rectangle 364)far by 280 Me VAR Z
fit between the bonoo chord and any other membem,Niru BCDL=10.0pa. . 3938
4)Provltla mechanical conneclion(by offiti of truss to bearing plate carao.of Withstanding 1001b uplift.1)oind.)except QL-lb)114M j
BSe41.
5)'Semi4gid pitcM1breaks Mtn fixed heels'Member and fixity model waz used in the analysis and tlazign 01015 Muss.
i p'.• A
��T�• AOR\OP,:�=��
���r4 s�0 N A��?C�,•
FL Cert. 6634
December 30,2014
WIC
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• f
J s rues ypa N xasreo es"A"'*
pea
JAaSee ID3 GABLE 2 1
.bb RMrerce lmtiontll
MeimmB Bu1101np$upplq¢, Jecl¢grviM.FL 16ep¢$py49SD ONGkYduhro¢,Irc. TuepcTN:BdNGSL?WcYV
IO:pgMyeHMmE42bY21gPY6y405DONGkDBDINIbC__MLCIGLKONUnWOBL9BVCYy3pN1
9-11.8
si
Pttd
a goes=1:21.2
4.0OF12
12
3
11
1
b
10 9 7 a
2x4=
I
PlarrOIIeeNIXY1— 11;61-13.0-1-01
LOADING(psg SPACING- 2-0-0 M. DEFL In got) Vtle9 Vd PLATES GRIP
TCU 20.0 Plate Grip DOL1.25 TO 0.22 Ved(LL) Na - We 909 M-20 244/190
TCOL 7.0 Lumber DOL 1.25 BC 0.16 VedQL) We - We 999
WILL 0.0Rep Sbesslour YES WB 0Qy
05 Hon, 0.00 ] Na We
BCDL 10.0 Code FBC201ORP12007 (MaNx) Weight:44 lb FT=2046
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD StruclumlwaodshmthiNdir yapplledor8 mpuOfm, except
BOT CHORD 2x4 SP N0.2 add vemcaw,
WEBS 2x4 SP No.2 BOT CHORD Rigid telling directly aplolled or l0-0-0op Ening.
OTHERS 20 SP No 2
REACTIONS. All hearings 10-50.
ab)- Max Hon,1=168(LC 9)
Max Up119 All uplift 100 to or less el lolni(s)1,7,6,e,9 except m=--129(LC 12)
Max Gray All macrame 250 He or,less N loings)1.7.6.B.9 except 10=300(LC 1)
FORCES. (IE)-MU Comp.IMax.Ton.-All forces 250 do)or less except when show9.
TOPCHORD id1 2BW166,2-11=-2]6/154
WEBS 290=-2031310
NOTES
R Wail:ASCE 7-10;Vulpl3Gnph(3 second gust)Vasd=101mph;TCDL�.2psl;BCDL=3.Dpsf;F45q B-159;L--24M;Bave=2ll;Cal,II;
Exp O;Encl.,GCp60.18;MFRS directions)and C-C Comer(3)0-0-010 300,Exleriot(2)300 tog-9-12 zone;daminamr leg and
right exposed',end wlmcal Telt and light egrceed;C-C for members and forces 8 MFRS for leadlons shown;Lumber DOb1.60 plate
2)gThus design1ed for wind loads In the plane of the toss only For studs exposed N MM(manned to the lace),see Standout Industry X10, A.4 q�
Gable End Details as applicable,or commit qualified building designer as per ANSI/TPI 1. 1` O
3)All pates are 1.5x4 W20 unless otherwise indicated. �GENS'•.•q 4�
4)Gable requires continuous boRom chord bearing.
s)Gal studs spaces at 200 oc. w, 3938
b)This thi v has been designed lora 10.0 lost bottom ctwM live load nmvoncurnot wall any omer live foods. }
7)'This truss has been designed for a Ilse lead of 20.0psf on the bottom chard In all areae where a rmlangle 36-0W by 200 Was WC
fit beMsen the bottom count end any M.nu mbels.
8)Provide mechanical connection(by dhers)of truss to bearing plate capable of wiaManding too In uplift at long)1.7,e,81 9 except (TQ C
g=ro)10=129.
9)-Semi-rigid pitchumaks Win fixed Beale Member one lofty model was used In the Analysis and design of the buss. 0••, d[/
FL Cert. 6634
December 30,2014
b1YGNMlA Yviltlxvx,Aau weever wJRe NOlS3ON,NIEIMa7MCLVn®W18R R6P6FPl2b Pd GH Land 9/Td EHIORB UBB.
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xla�okr >µEWBo11MNk1uolwM mmmlsiannr.bandkY temnTw Gmigbxaxe dmMmaxRo cmel,mlbnNlM ieggnwGlllyWM Mtew
11 lvuJrg of ll¢ove,all Ynlcnreelln mvlxwdYryd nc W,9,q dz.Mre,.ru garera(M4xvompnMe irr IL
laalcoAm.µMIN=TMROL SIwoa,r.MllwxY.
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IO:pglkyeHRmE4ZbY2uq-PV6y195PSZpP02]2831GKT'6Mp8FLTt8PeM'ew5b2M29_y(ig9e
,le 4-01-02 I 8118
�
,le 111-12 L1112
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15x1
5
4W 12
1SM� 12
4
m3s
n
2 yy
1 3
s
3411 5=
1GSG
BSG
Plate 01(X,Y) f2 a5-0 Emgel
LOADING psi) SPACING 2-00 CSI. DEFL in (hoc) bided Lid PLATES GRIP
TOLL MO Plate Grip DOL 1.25 TC on Varri -0.19 8-9 X908 240 11 244/19!1
TCDL 7.0 Lumber DOL 1.25 BC 0.84 VM(rL) -0.45 S-9 >245 180
BCLL 0.0 ' Rep Stress her YES W B 0.22 Horz(Rl 0.02 2 We
We
BCDL 100 Cade FBC201WPMU (Metrix-K Weight:SOU FT=20%
LUMBER BFVCING-
TOPCHORD2x4 SP Not TOPCHORD StllcNrelwoods tiNdimctlyapplledor5313oc Wdms, except
BOTCHORD 2x4SPNo2 am Wachtel..
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling tlirectly applled or 9-15oc bracing.
SLIDER Left W SP No22$0 Wi recommends that StebilizersinJ udedcroebtedng
be Installed during truss eradmn,In accordance With Stablllzer
Initiation n cei
REACTIONS. hbo.lue) 2iialk 30,6=358/0-58
Men 1-1 z2=189(LC 11)
Mex Ug1ftS=-216(LC 12),6=-130(LC 12)
FORCES. (lb)-Max.Compddar.Ten. All farces 250 gb)or less except Men shown.
TOPCHORD 2-11=9760,3.11=E2Bm .347426@45
BOT CHORD 2-6=JO&443
WEBS 46=d46O&t
fel
1)Wind ASCE 7-10;Vult=130mph(3aemnd guu)Vam=101mph;TCDL=4.2psf;BCDL 4.0pef;11251; 3=45t;L14t;ea nii Cat.ll;
Exp C;End.,GCp1=0.18;MFRS(churchman)and C-C Extedor(2)-1-7-1 to 1-0-15,Wei 14-15 to e- 12 acne;candever let aM 1L4111114T44
right
DOL e �end vmical left and tight exposedi for members and forces a MFRS for exact shown:Lumber DOL=1.60 palegrip
2)This truss has been designed for a 10.0 psf bosom chow live load nonconcurrent with any other Ilve loads. .`` .......
C E N e di
3)'This buss has been deigned for alive load of 20.0psl on the bottom mord in all areas where a rectangle3E Wl by 2-0-0 wide xi0 `��J �\ S •.q
fit bereamn the bottom chord and erry other members.
4)Provide mechanical connedie(by others)of buss to bearing plate capable of wilhelanding 100 ib uplift at)olnl(s)except gblb)22182 . 3938
6=130
5)'Semi-rigid phichbreaks earn fixed hems'Member end fiery model was used In the analysis and design of 011s trues.
dP4O S;ON A;E?G`�,
FL Cert. 6634
December 30,2014
Q wARN/a0 Yn�dulgnymw�Rm wdR9a0 Nni86 oN'-1S=]I 'L factor A%Y6IIBNCB PAGE q]7473 96Y0—U9&
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4
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15 A 13 3.4 a 11 to 33 9 B ] 2x0 4x7_
Ibi 138e 1617 1807
.a ]Dot 238 3-0D
Plate Oileeta(%YF- 262-120341.15:61-13.0-111131:61-15.0.0.121-133:61-15.0-0-121
LOADING(µf) SPACING 2-0-0 M. DER. in (roc) We' Lot PLATES GRIP
TGLL 20.0 Plate Grip DOL 1.25 TO 0.77 Vert(LL) -0.0110-12 >999 240 Mr20 244/190
TO 7.0 Wmber DOL 1.25 BC 0.37 vani -0.02 if >999 180
BULL 0.0 ' Rep Stress mer YES WB 0.18 Al -0.91 ] Ne Na
Bi 10.0 Cade FBC2010TPI2007 (Mall Weight she Ib FT=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP Not TOPCHORD Structured wood mammon directly applied or 6G-0ec pudha, incept
BOTCHORD 2x6 SP No 2 am ver9cals.
WEBS 20 SP No BOTCHORD Rigid ratio,directly applied or 9,1-4 tic lowing,
OTHERS 20 Be No2 WEBS 1Raw of mtop[ 5-6,2-9
LBB SCAB 6-112x6 SP No.2 one side JOINTS 1Breve at Jtdd:35
Mll recommends that SWIand required cross brarLg
be Installed during trum
Votes erection,In aordance Will Stabilizer
Installatl0n gold..
REACTIONS. All Oeenlga 550 except Qiderglh)15=4-ii-0,1371-11-0,14=4-11-0.
(lb)- Max Horz 15479(LC 11)
Max Unit All uplift IW 11,or less at pings)13.14 except 15=191 SEC 8),
9=1]5(LO 9),E=-1014(LC 1),7-8819)
M.G. All reactlms 2501b a less at laint(e)9.19,13.14 asep1157167(LC 1),
8�2(LC9),7=1517(1-01)
FORCES. (Ib)-Max Gdxnp.IMax.Ten.-Allforces25001I)ortswidoeptwtllenshovm.
TOPGHORD 118=-050220,238=16&231,23=-31120],1-15=-431290
BOT CHORD 14-15-624t5i 1&14=124/507,12-13=-624/507,123&=457/494.11-39=-457494,
z0r9y48i' S7]4i14� pO IpLSIIIIAII. / 0WEBS 9,3Piz= M46B3i 27=35=233287 ,%
NOTES- •r••V\GENS•'e9
1)Attached310scab 8 toll,Irohttams)2x8 SPNo.2W11h2 roW(s)of IDM(0.131'x3")nails spaced 12'Go exoepl,staining at311
Immendmidntll.l ill w(s)a 7-o.c.ror2-8-0. 3938
2)Wind:ASCE 7-10;VuIt=130mph(3 second gust)Verdi 01 mph;TCDL_4.2paf;BCDL=3.Opst;h=25X;B-A511;L=2411;eave=411;Cat.tj
Elp G;End.,GGp1=0.18;MFRS(dhscllonal)end C-C Extedor(2i 01-12 to 3-142,Irdenor(1)3-1-12 to 19-7-4 rune;cantllever left Wld
right exposed;and voting lett and rightexwwS1;C-C for members and forces 6 MJ/FRS for reactions stloxn;Lumber DOL=1.60 pla�lye
g9p DOL-1 W
3) Truss designed for Wind loads m the plane of the tmse only. For surds exposed to Wind(moral to the lam),see Standard Industry
Gable End Details as applicable,or consult qualified Wilding designer as per ANSVTPI 1, 0•• p �•
4)AI pates are 1.5x4 MT20 troll otherwise Indicated. '�'N ••,
5)Gable studs armed at 2-0 0 oc. P
7)TToo truly
oose he beeBeenn designed fonal for r a fie load of 20 Best on the bottom Good f bottom orriond live lead In all areant will snwroe aother dreetangie 36-0Bar by 2-0O Wide unit
f8 between the bottom chard and any other members.Will S(CDL=leeµi. /11111111\\\
8)Protide mechanical wool(by others)of buss to Been,plate mpable of Withstanding 100 m uplift at lends)13 14 except Otdb)
15=191,9=n5himark Will 83,
fie FL Cert. 6634
9)•5=191.9dg5,8=1 1 Will fixed M1eels'Member¢µilxlly model was used in the analysis and design druts irlas.
19)This Wes has large uplift reactlon(s)god inertly bad meals).Proper connection is required to secure truss f lento upeanl December 30,2014
movement at the bearings.Building designer must provide for uplift reactions indurated.
A. BE cama
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IDygrkyeHri2mE42fT2uq_PYMIBb0.�[hk9lepNVJYiEBrH,¢gIXJY02q]u188D1y3nBY
-188 209 3.141
' 188 200 1-94,
i.sel II Scab=1,W8
3
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1A9
LOADING(psf) SPACING 2-0-0 CSI. DEFL In Qac) Val UO PLATES Off
TOLL 20.0 Plate Gdp DOL 1.25 TC 0.90 Ved( Na - Na m WIN) 244/190
TCDL ].D Lumber DOL 1.25 SC DOS i VBA`.mLL)`) IVa - we mm
BCM 0.0 Rep Sftess Icor YES WS 0.16 Horz(TL) ().00 4 We We
BCDL 10.0 Coca FBC2010/11-i'l ] (Metal WSW:6]111 FT=20%
LUMBER- BRACVAG-
TOP CHORD 2x4 SP Ni TOPCHORD SVopmed wood sheathing directlyappered or 3"W SWire, except
BOT CHORD 9r4 SP N9.2 end veri
WEBS 2x4SPNo2 BOT CHORD Rigid telling dreclly applied or 9-5-11 oc anchor
WEBS 1Roast mmpt 3-4
JOINTS 1 Same at J1(s):]
be ,' recommendsIMI remo2as andrequired crassbratlnp
,e,nI gong during Vuss erealon,In accordance atm Stabilizer
Insmllallon utile.
REACTIONS. hoodice, 6--5firl 9 6,47
1f3-gd,X15&9
Mx Ho =332(LC12)
Max Upli8-- 95(LC -48
ID),4=452(LC 12),i 120(LC 12)
MazGrev"]8(LC 12),4=332(LC 10),5=183(LC 17)
FORCES. (Ib)-Mex.Camp/MeerTen. Alforces250(lb)orlessenceptwhensboan.
TOPCHORD 1-B=-]131388
BOTCHORO SB=38U301,4-5=391/301
WEBS 1-]=-5]8/)55,4]=5956
NOTES
1)Wand:ASCE 7-10;VW=130mph(Seecond gust)Vasil=101 mph;TCDla4.2psl;BCOL=&Opsl;h=25ft;B--451t;-24X;arse 11:CaL 11;
Exp C;End.,GCpi=0.16;MFRS(drectionag and GC ComeR3(0.1-12 to 3.1-12,EYmdOr(2)31-12 to 3-1-12 mrif cantilever left and
right expodi
sed:and vecal left exposed;C C for members and tomes 6 MFRS for reactions slroLm;Umber ML-I'60 plate grip aQ ........
•• B �,
•••% i
2) Toss designed for rind loads in the plane of the toss only. For studs exposed to wild(normal to the face),see Standard Industry
Gape End DetalB as applicable,or mrreult charged bullring designer as per ANSIRRI 1. . 3938
3)Gable requlres continuous Whom card bearing.
4)Truss to be,taly sheathed Iron one face or securely hmced against latera movement(Le,dagaal weft. C
5)Gable mutls sp m9d.12 0-0
6)The Was has been reached for a 1 O per bottom chord live load nomwrimment term any other live beds.
])-This loss has been designed for a live load of 20.0psl on(M Whom choN in all areas where a redengle ae 0 Sol by 2 OC Mme vI T ��
and
other members
6)Pra14e mecheWhom
c011nec�iw(by roam)of truss b bearing plate capable of wilM1slanding 100111 uplift etpinl(s)expepl Ut=mj 8=285, p_'`• =�te
9)45 m2 don pltomoseks Win fixed basis'Mamber and llNry model year used in the analysis and design a this truss. ''/1\IrjS;ONA;
FL Cert. 6634
December 30,2014
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3eA
LOADIIBI SPJICING 2-0 CSL DEFL in doc) Pde9 I/d PLATES GRIP
TCLL 20.0 Plale Grp DOL 1.25 TC 0.66 Ved(LL) -0.01 1,5 >BB9 240 LI@0 2M/190
TCDL TO Lumber DOL 1.25 BC 0.16 VedQLI -0.02 1,5 >999 100
BOLL 0.0 ' Rep Stress mor VES WE 069 HoO(TL) -0.00 4 We We
BCDL 10.0 Code FBC2010TR`tOW (Matrix-M) Welghb 5111, FT=20%
LUMBER- BRACRIG-
TOPCHORD 2x4 SP Not TOPCHORD Slrx turel woad sheathing directly applied or 8-9-B oc pudlns, except
BOTCHORD 2x4 SP No.2 erWveNpals.
WEBS 2x4 SP Not BOTCHORD Rigid calling directly applied or 611-3 of,bredig.
WEBS 1R.M midpt 34
Wrest reammends that Slash.and required cross bracing
be Installed during Miss erection,In accordance With Slab111zer
Iwlallallon ulde.
REACTIONS. 01, o 5
05Mechanlml
MHo6(LC 12)
M Upfiftz-2 (LC 12)
2),4--J00(LC0)
Max GrevS-511(LC 12),4=455(LG 10)
FORCES. (Ib)-Mex CompMlax.Tell.-Al forces 250(lb) less except When shown.
TOPOHORD 2-5=208/519
BOTCHORD 45=439(329
WEBS 24=-A51899
NOTES
1)Wind:ASCE 7-10;Vu0=130mph(&second guat)Vasd=101mph;TCDl,4.2psf;BCDL=3.Ops1;h=2511;0=4511;1a24d;eays4fl;Cat,11, 0,111111118""',
and C-C
ral left
h9 expo Lend verlirefleftedxxxCC-C fFRS or membersand frces&mrRSbrlreactionslshow;Lmber)0 1SobPlate9Ped �MPS, �,p
2)This limes has been designed for a 10.0 psf bo9m chord live toad nonconcurrenl with a,Other live loads. �1--1160 ,�� \CE NS''e9 �4
3)'This Imes has been designed for a Ilya load d 20.0pef m the bosom chON in all areas where a rectangle 3"tell by 20.0 colds volt je -P
fn between the battan chow and my other members. 3938
4)Refer to glyder(s)for Russ to trues connections. :•
5)Provide mechankal connection(by others)of truss to bearing plate capable of withstanding 10016 uplift at joint(s)except g1=1b)5=221
4=]00. i1¢
6)'Semi-rigid pitchbreaxs With fixed heels'Member and fitly Model was used In the analysis and deagn of this buss.
TE
I-11-1 E0,% %
FL Cert. 6634
December 30,2014
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LOADING(pgiJ SPACING- 2-0.0 C91. DEFT. In ga) Vdefi W PLATES GRIP
T011 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) Na - Na 888 W20 244180
TCDL 10.0 Lumber DOL L00 BC 0.01 Veri(TL) her, - nre BBB
BOLL 0.0 Rep Sheer lar VES WB 0.02 1 HdmTL) -0.0D 4 ma We
BCDL SO Cotle FBC2010RPI20W (Matrix) Welghb 16 In Fr=20%F,11%E
LUMBER- BRACING
TOP CHORD 2M SP No.2019) TOP CHORD Sllucturai wood shealltllg directly applied or 2 0 a publi s, except
BOT CHORD 2x4 SP Na2011) endl etllceis.
WEBS 2x4 SP NO2gId) BOTCHORD Rigid ceiling directly applied of 10-0c oc bracing.
OTHERS 2x4 SP NoP(ilal)
REACTIONS. (handed 6=5d1-8-8,4=2811-88,5=1404-8
Max Upilp 28(LC 1)
FORCES. (Ib)-Max.ComplMax.Tea-MIM.a25001)orleasexceplammahown.
NOTES-
1)Gable requires opnlinuas botlom chord bearing.
2)Trips to be fUly sheathed from one lace or wordy braced against lateral come menl(I.ediagonal wsb7.
3)Gable studs all al 14 0 oc.
4)PmMde mechanical connection(by others)of have to bearing plate capable of wl0stani 10011,uplift at)olnds)4.
5)'Semi-rigid pitcirbreake am fixed heals'Member antl filmy model was used In the analysts and design Of lids lass.
6)Recommend 9r6 ehongbecks,on edge,spe ced at 100-0 oc and ladened to each truss arm 3 1 Od(0.131'X 3')nolle. Strongbacks to
be allchW to walls at their order ends or reahair e l by dt ar means.
JA�O�P'c,•
3938
0% ATE :•��;
i�xb Stop,
ONA;E?GA�,
FL Cert. 6634
December 30,2014
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e ] 6 5
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3100
5100
LOADING(pot) SPACING- 2-0-0 CS1. I DEFL In (loc) based W PLATES am
TCLL 400 Plane,Grip DOL 1.OD TC 0.00 Vew(ILLn) We - ne, BBB W29 24Ni90
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vw(TL) We - Me BBB
.CLL 0.0 Rep Strew lrcr YES We 0.02 Horz(TL) 0.00 5 raa We
.COL 5.0 Codes FBC2010/rPKW) (MeMg Weight 2]Ito FT=20%F,11%E
LUMBER- BRACING
TOP CHORD Za SP No.2glat) TOP CHORD StlucturM mw sf MiW di coy Vplie or 3-10-0oc pualns, except
BOTCHORD 2x4 SP No.2glat) end'samen
WEBS 2,4 SP NO.20
at) BOTCHORD Rigid calling directly applied or 10-0-0ce bracing.
OTHERS 2x4 SP Ni
REACTIONS. Allbw n I3-100.
(b)- Mex Gray Ad reactions 2501b or less at Iolnt(s)0,5,7,6
FORCES. gb)-Max.Canpdvi Tsn.-All forces 260 Qb)or less except Man shown.
NOTES
1)Gable requires continuous bottom chain bearre,
2)Trues to be fully sheathed from one face or severely breed ageiret lateral moyemerr(l.e.diagonal web).
3)Gable studs spaced at 1 4-0 oc.
4)'Semttlgla ptornmeaks With lead heels'Member end lied,model was used In the analysis and design M this noes.
5)Recommena 2xi,st.r,bark..on edge,spaced at 100-0 oc and laslenea to each trues Mth 3100(0.131'X T) it., Stiongbacks to
be,attacher to Walls at their outer Gm:S or restralned by other means.
:S,A.... . �O
..
4CE N *
3938 4L
3938
.O•• � TE • _��
FL Cert. 6634
December 30,2014
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LOADING(psl) SPACING- 200 ON DEFL In goo) VM Ud R hT165 ONIP
TCLL 40.0 Plate Grip DOL 1.00 TO 0.10 Ved(LL) Na - Ne 989 Miff 241190
TOOL 10.0 Lumber DOL 1.00 0C 0.01 Verl Na - Na 998
BCU 0.0 Rep Stresslnor YES WB 0.01 Hora(TL) -0.00 3 Na No
BCDL 5.0 Gone FBC2010/FPI2oW (Metrix] Weight 131 FT=2 F,11%E
LUMBEW BRACING
-
TOPCHORD 2x4 SP No,2(Vat) TOPCHORD ShucWalwwtlshealMtg tliregly epplletl ort-0-B oc pudlre, except
BOTCHORD 2x4 SP No.201at) eM veMcals.
WEBS 914 SP No.2(Oal) BOTCHORD Eigin ceiling directly applied or 100-0oc bladN.
OTHERS 914 SP No.2(11M)
REACTIONS. MnMue) 4=66114-12,3=00/1-442
FORCES. (Ib) Mex Comp Nat Ten. All forces 250(Ib)or less except Wren shown.
NOTES
1)Gable!¢cubes continuous benom chord bearing.
2)Truss to be fully sheathed from one lace or securely braced agaimt lateral movement 0.0.diagonal web),
3)Gable Muds spaced W 14 0 oc.
4)"Semi-rigid pitchbreaks Will fixed heels'Member end fltlty model was used in Me analysis and design of this Mae.
Sj RecommelM axe sbolgbecks,on etlge,spacetl at 100-0 oI.df.Wt d tp each truss with 3 lOd(0.131"X 3')nails. Strongbacks b
be attached to walls at Mair outer ends or restinned by other means,
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FL Cert. 6634
December 30,2014
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TCDL 10.0 Wmber DOL 1.00 BC 0.01 Ved(1L) We - rve me
BCLL 0.0 Rep Saeas lnor YES W8 0.02 HOur(T D.W 4 IVa We
BCDIL 5.0 Code
FBC2010`TP1200] "MX) Weight:1816 FT=20%F,1M
LUMBER- BRACING
TOP CHORD 2x4 SP 1,10,201M) TOP CHORD Structural vood sheathirg directly applied Or 20E co,pulpns, afraid
BOT CHORD 2x4 SP No2Qlat) entl verticals.
WEBS 2x4 SP No.2(Bat) 60TCHORD RlgM callllg d6ectly Winner]or 10.60 oc bachN,
OTHERS 24 SP No.2(flat)
SUCTIONS. (Iband 6=552-68,4=8268,5=1342-08
FORCES. (I6)-Mex.Cdnp.IMax.Ten.-MI forces 2600b)or le55 except when Warm.
NOTES-
1)Gable requires continuous bottom chod bearing.
2)Truss to be fully sheathed from one face or securely braced against lateral movement(Le,diagonal web).
3)cattle MUd9 spaced at 1 0 0 or.
4)'Semi rigid ptchbreaks each fixed heels'Member end lifity model was used in the analysis and design of tai°trues.
5)Recommend 2x6 sboNtoacks,on edge,spaced at 1000 oc and fastened to each truss via 3l W(0.131X 3-)nags. Stmngbacks to
be,atMtlred to walls at their outer ends or rest.I W by Baer means.
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FL Cert. 6634
December 30,2014
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TCM 7.0 Lumber DOL LES BC 0.10 venbc L) Ne - Na 999
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LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Stru ural wvod sheathing directly applied or 600 oc pudbw, Moepl
BOTCHORD 2x4 SP No.2 end"mcals.
WEBS 2x4 SP No.2 BOTCHORD Rigid daft,cirecdy applied or 1660 oc bedrg.
OTHERS 2x4 SP No.2 MITek recommends that Stab07em and requimtl ansa bmGnq
nd Installetl during truss erection,In aaordarca with Smblllzer
,ataner aide.
REACTIONS. At Oaerttps7-118.
ib)- Max Horn 1=116(LC 11)
Max Uplift MI uplift 10016 or less at joings)1,5,6 Mcept 7=100(LC 12)
Max Gm All reactions 25016 or less at jdN(s)1,5,6,7
FORCES. (lb)-Mex.Gomp.IMa Ten. Allforces2500b)orlessexceptwrenshown.
WEBS 2-7=-174323
NOTES
1)Wind:ASCE 7-10;Vutt=130mph(3sewnd gust)Vessel 01 mph;TCDL=4.2asf;BCDIr3.0psf;h=25X;0=45X;L=24ft;eave=21t;Cat 11;
EM C;End.,GCG-=D.18;MFRS(drao6onal)and GC Corral Sto 3-11-8,Extetlor(2)3-11-8t.7 912 zona;wntllever Shansi
dghtl exposed;end vedical attend right eSposed;C C for members and forces&MFRS for reactions shown;Lumber DOL-1.60 plate
grip DOL=tap
2) Truss designed far vend loads In the plane of the hues only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as appiicade,or consult qual9ied building designer M per ANSUTPt i. trQ �pS•A, q�e•,h
3)Gable requires continuous bottom dlord Warning. �" O p E N••
4)Gebe sWUs spaced at 2-00 or. `���:'y\ $• •.9
5)This truss hes been designed for a 100 psf bottom chord hire load nonconcurmnt with any Mher we loads.
6)-This vasa has been deigned lot a live load or 20.0psf on the bottom had in all areas Mare a rectangle 36.0 tan by 200 wide w0143938
fit between the bottom chord and any other members. *:•
7)Provide mechanical connection(by others)of truss to bearing plate warble of w+PStanding 10016 uplift at jo ints)1.5,6 ended 01,the C
7=100.
8)'Seml-dgld Ptonbreaks wish fixed heels'Member end holy model was used In the analysis and design d this truss. ,
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FL Cert. 6634
December 30,2014
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BCLL 0.0Rep Saws lwr YES W8 0.00 Horz(1L) 0.05 1 ma we
BCDL 10.0 Cade FBC2010RP120W (Mem%-M) Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 20 SP No 2 TOP CHORD Structure!ewd sheathing directyapplied or 534 oc punikls, except
BOTCHORD 2x4 SP No.2 eM vemcals.
WEBS 2x4SP No2 BOTCHORD Rlyd cm111g dlredly implied or 10-0-0 oc bedrg.
MITek recommends that SaNllzare and required cress burning
be installed during buss arecdon,In ewomence MIh Stabilizer
InsiNi.d utile.
REACTIONS. (Iblslze) 1=2BBI0-3-0,3=28alMecnanical
Mex HoG1=137(LC11)
Max UpIR1=100(LC 12),3=d0B(LC 12)
FORCES. OD)-Max.Co nioJfvIsur Ten.-All fomes 250 Ob)or less emept wfien shown.
BOTCHORD 13=-33(e217
NOTES
1)Wind:ASCE 7-10;VUIt=131]mph(3 second gust)Vasil=101mph;TGDL=4,2m1;SCDI_3.Opa1;h=25q Bk5ft; --24ft:eave,m;Cel.11;
Exp C;End.,GCpI=0.19;MFRS(direcmo aMC-C Extehm(2)0-0-0 to 300.Imeriar(1)3,0-0 to 7-412 zone;mnthever left and
night ea mfed;and yeMcal left and right elmosetl;C-C for members ami forms 8 MW FRS for home is shown;Lumber DOtr16D plate
pop DO(=160
2)This less hes been&sgi ed for a 100 mi Indoor cha d live load nolwonwnent arlso any other live los&. �Urp rr/Fp ,,
3)-This Imes has been coughed for aIlye lead of 20.Opdf on the bottom chord In all arses where a rabugle 360 tall by 200 Was ail! \s
4)Rfe Kerr to gicedd formu�u ttoo buss Ommomme. ars. J�JO�,p,S A•
5)Frank,mechamcm counedlon(by others)of truss to bearing plate capable M afthatanding IM Ib uplift at)olnd.)1 exmpl 0l=ll) `J�.T;•�\C E N g�.%
3=109.
6)-Semirigid molumeaks win fixed beele Member end my,model wee used In the analysis and cheddar of Ibis truss. 3838
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F77
FL Cert. 6634
December 30,2014
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TCLL G(psf) SPACNR- 2-60 CSL DEFL in (loc) I'd.flWe . F—:13 GRIP
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BCDL 10.0 Code FBC201MPITW] (Motors) 5616 FT=20e
LUMBER- BRACHII}
TOPCHORD 2x4 SP Ne.2 TOPCHORD Structural weed shamr,directly applied m i9-8 oc putllns, except
BOTCHORD 2x4 SP Notand morals.
WEBS 2x4SP m2 BOT CHORD Rigid caping directly Vapor!or SO O o bratlng.
WEBS 1Row at nldpt 45
JOINTS 1Brace at Juts,9
MITek r6crmmods that Stabilizers and rmu rsd cross bracing
be installed during or.Mor l.,In acca Jeno efth St9Mlizer
Installation guld..
REACTIONS. proalze) ]�IS9-8,5=119/S9-e,6�82/59-e
Mat HOo:7�(LC12)
Max UNIR7-205(LC 10),5=J10(LC 12),6=242(11O 12)
Max Grav7,406(LC 12),5=2W(LC 171.6=343(11C to
FORCES. (lb)-Mat.Comp.Max,Ton.-All to.250(b)or lase amort when shown.
TOP CHORD 1-7=-560/435,1-2=41&345
BOT CHORD 6 7=434/338,5443 136
WEBS 1 8=417/536,59=-367/465,5-9=4351556,2-8=309/306,6-"011397
NOTES
1) MC;ind YEnd.,GCpIV0.l18;MWFRSadloodgmsemnd ahmoIC-CComer((3)0-1-2too 31ust)VMI Mph;TCD".2Psf;42DExlerlm2)3?12b�42zons,can0 avetrleftend �%`` '1111111118
1A.Lq�e,��
right exposed;and vertical left agwsed.0-C for numbers and forces&MFRS for roaGlons shorn;Lumber DOIA 60 plate cup '.
% i
2) Truss magned for wind loads In the plana Of to trues only. For stud,antes l W wool(ronnal to the face),sea Slandma industry
Gale End Details as applicable,or comW qualpfied bWlding designer as per ANSVTPI 1 3938
3)Gable requires continuous bottom chord bearing, *(•
4)Trues to Is,pully sheathed from one face or securely braced against lateral movement(i.e.diagonal web),
5)Gable studs spacetl at 2 0 0 cc. rQ
6)This truss has been oxelgned for a 100 pal bottom chord live load nonc0ncunem whh any other NO loads,
])-The truss has been coughed for a Ilve load of 20.0pef on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide will i TE 7
B)Prontle Mechanical connector(by(by omen)of wu to beefing pate capable of Withstanding 100Ib uplift at joints)except gt=ro)7305, %rO'C�
9)'9em0i-daa pdchboarks With fixed heels'MemUat end fiery model was used In the analysls and design of thle was. r,�r/�S81111111111,
ONA'�,\G
FL Cert. 6634
December 30,2014
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TCU 20.0 Kele Gdp DOL 1.25 TO On I Ved(LL) -0.05 34 x999 240 MT29 244/190
TCOL 7.0 Wmbar DOL 1.2fi BC 0.39 Wxf(TL) -0.14 34 x451 180
BCLL 0.0 ' flap Strsealzr YES WB o.35 Horz(FL) -0.00 3 rant we
BCDL 10.0 DDde FBC2010?PI200) (aboadwM) Weight:St to FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structures wind strezthing directly applied or 59 8 oc pulllls, Bxcept
BOT CHORD 2x4 SP No.2 and veairals.
WEBS 2x4 SP No.2 BOT CHORD Rgid canting of.-"applled or 9-2-11 an normal
WEBS 1Row at amid 2-3
M Ts'recommence that Sol and appared.th�e breding
be Insrallad during truss erection,In..Ms..Wth Stabillrer
Installation use..
REACTIONS. (1651x¢) 4=20 ",3-2 Nechammal
Max Hob,4�351ILC 12)
Max Oplifift 0(LC 10),3=409(LC 12)
Max GrAx4=203(LC 12),3=351 ft-C 17)
FORCES. Ob) Max Com,flAstaTen.-All tomes 250 Qb)or leas except Men shown.
TOP CHORD 2-3=-285/281,14=34&227
BOTCHORD 34=-404/348
WEBS 1-3=438150]
NOTES-
1)Wil ASCE 7-10;VUIt=1 Ohl f3-second gust)Vasd=101 mph;TCDl 2pl BCDL-3.Opsf;8258;B=46fl;1=248;sa a=4D,Cat.11; LTTpI IlI y
Gl
and CC
right elmceecl;andixB111caI�FRS exposed,C C for members and tomes&l2 to MWFRS for raetctlions shown2Lumber DDL=l:opleto 5-7-12 opme; le¢ipt Ap�4 p5•A, q��,,��
2)DOs mss �
ties been designed for a 10.0 Famottom ctwMN
Ie load nonwrwmurrewish arty Wber live toads. w1a�.�•:\G E N S'••.9 •�
3)'This Buss has been designed for a Ilve toad of 20,Dpsi on the boDom cal M all areas wfier.a recurgle3 tall by 20O*us will
lit between the boaWn chord and any other members. 3838
4)Raper to glader(s)for Was to Burs connections.
5)Prol mectlenlcel connector,(by others)of mail to bearing plate capable of Mustanding IM to uplift of johns)4 except at-lb)
6)-Saamil pltchape s wflh fixed peels'Member end badly model was used In the analysis and design al this truss. 2r¢
1�10i0SIONA� %%
FL Cert. 6634
December 30,2014
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MmpBuiby$uprAb[. hib.0. 1Wa5epo-1. .. .
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LOADING(of) SPACING- 2-04) CSI. DEFL. In (roc) Itself Uri PIATES GRIP
TOLL 200 Plate GNP DOL 1.25 TC 0.06 Ved(IL) Na - Ne me W20 24 AN
TCOL 7.0 Lumber DOL 1.25 BC O04 in
We - We 999
BCLL 0.0Rep Stress loor YES WB am HoodTL) 0.00 11 We No
BCDL 10.0 Code FBC201QTPI20O7 (Matra) Weight:1N Ili FT=20%
LUMBER- BRACING
TOPCHORO 2x45P Not TOP CHORD Stmcluml wool sheathing diredlymplle0 or 600 co Forms.
BOTCHORD 2Pf SP No.2 BOT CHORD RIgAd ceiling directly applied or 1000 m bracing.
OTHERS 2x4 SP No.2 MITex recemmantls"Fu='s
and requlmor cross bracing
be Instal.,dudng I...me=an,In ac�N m With Stabgizer
losta11a11oa alae.
REACTIONS. All bearings 2140.
gb)- Melt Hoo,1=165(1-011)
Max Upntt AN uplift IM Ift or less at lolnlyd 1,17,18.19,20,15,14,13,12
Merz Gtav All mmUn 2501b or less M)olnl(s)1,11,16,17,18,19,20.16,14,13,12
FORCES. (Ib)-Max.Con,Mex.Ten.-All forces 250 gb)or less except wren shown.
NOIES-
1)Unbalances root Ili loads have been comadered for the design.
2)Wind ASCE 7-10;Vu11=13Gnph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Dpsl;h=258;B-1511;L= 0:seas=211;Cel.It;
Exp C;End.,GCpl-0.18;MFRS(dlrecfional)and C-C Comer(3)0 61 to 343-1,EMerar(2)3.61 to 1040,Comerpg 10-6-0 to 13b-0
cantllever IMI and right eNlosetl;and aeri=al 101 and night expOsed;C-C for members add fortes 8 MFRS for memoo shown;
Lumber DOL=l SO plate grip DOL-1.60 ``\ ,
3) Truss designeurds ex
d for Wind lovas In the plane of the truss only For sposed to wird(rwrmM tlhe to face),see Standard Industry
Owns
\\ /I
OMEnd Details as applicable,or consult Welding,Wilding designer as per Ai 1. %1!, .• 2Q� 1
4)All Fams are L5W W20 unless otherwise indicated. Q tl`• e
5)Gable regWres continuous bottom chord bearing. ;��, •.�\GEN$ ••.9 •�
6)Gable studs arm=ed at 2-0 O cc.
7)Trio buss has aeon designed for a 10.0 psi bottom Chord Ilse two noncmcurrent With any minor nae loads. . 3938
6)'This loss has been designed for a live load of W.War on the bottom chord In all areas where a rectangle S&O IMI by 240 wide Wile
f9 threaten the bottom choul and any other members.
9)Pmdde mechanical connection(by others)of imsa to bearing plate capable d Wlhstanding 1001b upilO at I11.17.18.19.20,1 y ��
14,13,12.
10)'Semi-ngltl plknbreaks with fixed nests'Member and fixity mold Was used In the anal, and design of this truss. O.• ATE :��;
.-F '�� O R 10 p'• ��:
FL Cert. 6634
December 30,2014
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TCLL 20.0 Phone Grip DOL 1.25 TO 033 V.d(LL) -0.. 6-0 a99B 240 NT20 28/190
TCOL 7.0 W-be'DOL 1.25 BC 0.52 V.d(rL) -O.P 84 -1999 180
BCLL 0.0 ' Rep Stress l-r YES WB 0.16 IMrz(mq 0.03 5 Na Na
BCDL 10.0 Code FBC2SSTPI2WT giant M) Weight 981D FT=206
LUMBER- BRACINO-
TOP CHORD 2x4SPNo.2 TOPCHORD SImOW1al vvotl sheathing directly applied or 5-2-13 oO purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 1060 oc among.
WEBS 2x4 SP No.2MIToy'.--mends Mai Sledll2ers and required cross Dredlg
W.Intel a ding Truss erect on,In a-ordaz¢e MM Stabilizer
Ilstall,11m uia..
REACTIONS. dirm e) 1=7778-58 S=Mffi58
Max Horz 1=-174(LC 10)
Max Uphilll=-279(LC 12).5=279(LC 12)
FORCES. (Ib)-Mm,Comp/Mas.Ten.-Nllorces250Qb)oTleeaexeeptMensDOwn.
TOP CHORD 1-14=1159/454,2-14=1119485,2-15=1109480,315-1089493,3-16=-1085/493,
4-16=-1105/480,417-1112885,517=-1159146A,
BOT CHORD 1-7=514/1187,7 16-124882.18-19---1 24,S62.6-19=-124/662,5�5191188
WEBS 3-6=-182/481,46-� lM7,34=181Am,2a=-321/227
NOTES
1)Untealancea mot INe leads flava been aesidereal for the design.
2)Wind ASCE 7-10;Vu9=I3Ogrph(3second goal)Vaed=101 mph:TCDL-t.2psi;BCDL=30ps1;h=251;3-t5f1; --2411;gave=411;Cat.11; `LETT I II//11
nd
to
960 Ezr;oaantieevveref�aght eemeam;ad veerttiical an andlrem eligo CC Toro mlemcrs and fames AMWFRS for reaztlore �J`�LpS A. '4401$1slgwn;Lumbar DOL=1.60 plate grip DOL=1 60 �1`�>O�.•`•,E N S. 1
3)This miss has been designed for a 10,0 of Whom chord live load nonooncurrent Mlh any other live lords. `� 'V0 �
4)-This[mss has been designed for a live lead of 20.0psf an Me perform chord In NI areas More a rectangle 3-6-0 fall by 2-09 Mae it
it xWeen the boBOm chard and any other members,Mtn BCOL=1 O.Opsf. 3938
5)Provide m-hannud comedian(by others)Of truss to Dearing pare capable of MMslanding 10010 uplift et,ohn(b)except 01=11a)147q:
5=279.
6)'Seml-x9ld plichbreaks MM fixed(reels'Member and gets,model was used in Me anatysls and design Of Mia truss. gym=
�0.• ATE ••k7��
FL Cert. 6634
December 30,2014
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Bad 3e9 SIJ 6412
n reolNem an- I oo-S Eaoel I ose 04al
LOADINO(paf) SPACING, 2-0-0 CSI. DEFL In (app) Vaid Lid PLATES CHIP
TOLL 20.0 FIN.Ship DO 1.25 TC 0.40 Vert(LL) -0.05 0-13 1999 240 MT20 2"190
TCDL 7.0 Lumber DOL 1.25 BC 0,42 Vent(TL) a 1
.14 ID-19 1999 180
BCLL 0.0 Rep Stress lzr YES WB 0.28 Horz(TL) 0.03 8 No No
BCDL 10.0 Code FBC2010RPI2007 (Mealx-M) Welgh0124 to FT=2G%
LUMBER- BRAft
TOP CHORD 2x4 SP NOR TOP CHORD Stmctuml wood sheathing dhecdy applied or4-11-12 op purlins,
BOT CHORD 20 SP No.2 except and verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling tllredly applied or100-0oc tadrg, Except:
8-0 0 oc bm.,:8A.
MITek mcommands that Stabilizers and required cross bredrg
be metalled during truss enation,In aaordarwe MN Stablllzar
Installation made.
REACTIONS. glusaan 1=781/0-5d,Pr_]58/(f-5-B
Max Horz 1=213(LC 11)
Mex Upliflt=283(LC 12),8=8]1(LC 12)
FORCES. (to) Mev.CompJMax.Ten.-All lome5250(IbJ or less except wren ahaxn.
TOPCHORD 1-14=-1158/480,2-14=1tIB&441,24�-1211/554,8-15=12081588,318=]SOCf89,
6-0f-0]e135Q 4-i]=-BBOf 7-] 939359,5{c-]151318
BOT CHORD 1-10=-0215 8 01,2-10=345/252,52,]d=2]3952
WEBS 840=11&559,9-10=322018,4d=-349/192,5 7=-214M8(5
NOTES \1111111111
derverl for this demo.
2)Wlnd AWE reYo110;vVult=tl130mph(S,eacs,have Wen col
ndgust)Vasd=101mpph;TCDL=4.2psf;BCDI-3.0psf;h35X: 5X;L24111;eeve4M1;Cat.II;
EVC;EW., 30pi=0.10;MWFRS(dImAonal)arM C-C Exterim(2)0 G-Dto 3-0-0,Interior(1)30-0fo 108-0,Extedor(2)108-0toO;'•'.•EN.. a �i
138-0 Zone;catflever 10 and riot exposed;end vedical left and rightxp
eoead;c-C for members an tl for ws S MW FRS for am .0S�'.9
stwwn;Lumber DOIr1.e0 plate grip DOL=1.80
3)This tlus has been designed for 810.0 pal bottom chord live load nomooncurmn[with any other live loads. 3938
4)'Tfra truss has bean deslgnad fora live load of 20.Opsf do the bottom chow in all areas w am a rectangle -0 tall Dy 2-00 add 1MIC * :•
fit between the Whom chord and any other members.
5)Provide mechanical connenlon(by others)of times to bearing plate capable M wf ihmar I,100 to uplift at joints)exwpt qt=lb)1=2831
82]1.
6)'Semi pltmhmeaks vnm nxea neela•Membererm nary model was used mma analyse and aesignathis truss. p01
..
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FL Cert. 6634
December 30,2014
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LOADINOlpef) SPACING 2-" CSI. DEFL. In (hoc) Vtled Ud PLATES GRIP
TOLL 20.0 %ate Glp DOL 1.25 TC 0.43 Velt(l -0.0510 >BBB 240 MT20 240190
TCDL 7.0 Whether DOL 1.25 SC 0.52 Ven(TL) -0.131611 >999 180
SCLL 0.0 • Re,Streee Incr VES WB 0.47 Hor2(TL) 0.10 T Na Ne
SCDL 10.0 COOe FBC2010TPV007 (Meaix-MI Weigh:IN It, FT=20%
LUMBER. BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural w00d sheathing drectiy p lied or4-245 oc pudica, except
BOT CHORD 2x4 SP No.2 and veitiwb.
WEBS 2x4 SP No.2 BOTCHORD Rlgld calling directly applied or 6-0-0 oc bracing.
-Tek recommends 10.151ab1112e-and reo lretl ansa breGsg
be Instelletl dual,truss ri a don,In acwrdarwe win
Stablllacr
Irate11a8on ultls.
REACTIONS. (IhMze) 12� -8,7�58
Max Hou 12=P43(LC 10)
Max Uplift 2=30o1LC 12),7=304(LC 12)
FORCES. Oft Mex Comp./Max.Ten.-All tomes 250(10)or lees except wfien shown.
TOP CHORD 1-2=-1888/810,2-13-1317/512,313=1301/528.3-14=924/411,i14=-902/423,
4-15=-Qa11437,5-15-926'417,5-16=10211429,848=4050/418,1-12=-909/385,
6-7=806l
BOTCHORD 1142=318)309,1011=-058/1694,31oN82711288A-3227883
WEBS 2-11=13&292,2-to=572/930.310=17281,39=-005.298,4-9=-252A853,
5-9=319/181,B-8=281/)85,L11=bID/1
all
11 live
have
for this
A.
21 Wind AASCE�0;;Vblt=l mph(&sewnd gus�Vwd=1 o0lmph;TCDLJ.2prf;BCDI-3.l h=258;8=458;L=24ft;sevii Cat.11; ��,,,� .PCE/.... e,rA4
Ev C;End..GCpl�28;MW FRS(dl,Wl.il)acct C-C EMerior(2)0.1-12 to 3-1-12,Inlerlor(1)3-i-1210 12-6-0,E4enor(2)12-83 to ♦ \ S••'.�
15&O acne;car4tlever left and right aWaosed;spot Winced lett add right almoseal for members and and forcesi MFRS for readies`� • � �
shorn;Wmber DOL=1 90 plate Snip DOL=1 fie3938
3)This thanhas been designed for a 10.0 bad bottom chord live load noncpncurrent with am lo
other live ads. - * f•
4)•This W%M1as been deslgned IN a live load of 20.Opaf on No bodom chord In all areas were a rectangle 360 tall by 2-00 all oil
f8 be.In.boron chord ural arty,other members. �F�=
5)Bearing at 1o1n1(e)12 considers parallel to gall value ueing ANSUTPI l angle to gain tonnula. BuBdng daslgner should verily capal
of bearing eudace. ATE W:
6)Provide mechanical connecliw(by others)of trues to bearing plata capabla of Withstanding IDO ID uplift at joim(s)excepl at-lb)12��0
=304.
7J'Seml-right pitcM1breeka MlM1 fixed heds'Mem0ereM IlNN motlel wee used In the analysts and tleslgndthis truss. 4Fs'•. DR\�:•G,�,��
Ar�irS�ONA�
FL Cert. 6634
December 30,2014
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Plate 0ffsets(XY)- IB:EdAe P3-¢11120400.4-81113:03803-0I
LOADING(ps) SPACING- 20p LSI. OEFL In (Ix) Weft Ud PLATES OPoP
TCLL 20.0 Plate Gdp DOL 125 TC 046 Ved(LL) -0.11 11-12 >889 240 MT20 21M190
TCDL ZO 1m0er DOL 125 BC 0.85 VW(TL) -023 11-12 >B89 130 hR20HS 18]/143
BOLL 0.0 ' Rep Slress In. NO We 0.73 HoddTL) 0.16 8 IVa We
BCDL 10.0 Cade F90201WPI2007 (Mentz-M) WBIgl*&IIb FT-2076
LUMBER- BRA
TOP CHORD 2x4 SP Not TOP CHORD Sbuc(urel wood sheathing directly applied or 2-9-2 oc puffins, except
BOTCHORD 2x6 SP No2'ExcepY and omicals.
13-14:2x4 SP Not BOT CHORD Rigid ceiling tl0ectly applled or 60-0 oc bmdng.
WEBS 2x4 SP Not
REACTIONS. (IWsi2 ) 14=3)880541,8=350)/038
Mex Rom 14=-243(LC 6)
Max Upllf114=-1430(LC 8),e=_1331(LC S)
Mari Dr.I4 3813(1_02),8�1549(1_0 2)
FORCES. (Ib)-Max.Cump.Rdax.Ton.-All forces 250(Ib)or less except When shown,
TOP CHORD 1-2=-7624/2931,2 33339399,3A=4864/1 See,4-5=-360311464,5£3635/1455,
3-)-454811]23,1-14-3491/(346,73=-307811189
BOT CHORD 14-15-394/35Q 1311-4051418,13-16=-2444/6341,12-16=-244516345,
1297-198W5s94,11-17-1989/5394,11-18-14M/4159,10-18=14M/4159,
1019-13863078,19-20-13869078,20-21-13889876,9-21=138613876,
O2z-144/38222-23-144 ,8-23-144/382
WEBS 2-13-492RODD.2-12-1045/488,312-5184480,3-11=-1550/849,4-11-704/1925,
as-24 AA26� 10=13259(199,8-10-tIX17be],"=-32"10,)-9 128895fia ♦♦♦♦♦0,�p S6 A 1_4g40�,,S
NOTES- ; -'ACEN '•eq
1)2-phthes to be cembeted together WIh IM(0.131'X4)nails as follows: -
Top dlorde connected m follows:2M-1 now al 1-0-0oc. 3938
Bosom cM1aNe 6onnecled ns folloxs:2x4-l row at l-0-0oc,2x6-2 rows staggmo.t 0-11-0oc. *�•
Webs00nneetW88(0110882x4-1r etl-04e .
2)All loads are wnsldered¢µally applied Met plies,excepl N noted ss front(F)or back(B)face In Me LOAD CASE(S)section.Plyto m C
tonrlecto re have been pbo lded to distribute only loads noted as(F(or(B),unless ahervAss Indicated.
3)Unbalanced four Hoe loader have been considered for this and
4)Wind:ASCE)90;Vult=130raph(3smohd gust)Vasd=101 mph;TODL-l2p61;BCDL=3Aps1;h=25ft;6-=15ft;L=20;eays ft,Cat II,� p'•,
EV C;End.,GCpi=0,18;MFRS(directional);candlever tell and right egmsed;and veNcal Telt and right axposeq Lumber DOL-IM, QPJ�_♦�
plate end DOL=1.60 G
� R1
e)Th e t truss has Neon designed fo a 100 psi lboftorp J d nve load nonconcunenl Mth any other live loads. jO N A' ,,♦♦♦♦
7)-This truss has been designed for a Ilve load of 20ApV on the bellom chard in of areae where a rectangle 36-0 fall by 2-0-0 Mde Will
fit beiareen the boftom drobt muf my other members,
8)oBear,
rf Wants,surlece l4 considers p.41.1 to grain Value using ANSVTPI I angle to grain formula. Building designer should wily caped FL Cert. 6634
9)Proode mechanical connection(by MDers)Of fees to bearing Mata capable of offir anding 1001b uplift at)olnt(s)except MAb) December 30,2014
14=1430,8=1331.
Q veR/HNp vm•'Jy a-,ym .waJesse e0nmoxMore Ali lhctuoDED ID]HR R8P8R@ACe PA.
o ""'a Do'ned Gas
L¢A71�altl lw u�wYYe4lh MneM conuclrn hn�YSlynktxmtti mlVUlwnpaaneten9wwn.aMk(wan 4'dNAol dAdllY cur,(xvenl. �.
KS41=aamul�ShcWanetenwMwWelMmM1la+aainw<amMwmkle�W�imorblkNq[MMdne�.m Cu�w�.6s2gflwn N
kl01laa1dnnpon ol4vAUW web mammaorir.lmlw Mtee,P�ay aa<n9ro iwxedmlNdimocomauclbnalrela,nw,mr4lrelire �
ereeb.PWIhx4 Fwn,ou�ldaip olnnddtll iMCMe X6wr�mwLYllyd au dAdigr ,a.fm Bwerd9 "ereyabp do.00 L
I[lMrrMn wtlllycmftd. turnr Mlrerv.aecem IIN.1 y.cnlwll Arlmmn CwP/cAYeyr3b been aneaCSl MiNpcanpanxtl 6pw v.M Eul M.
YS PitacoaNsuse MM[�met—ye[�ieid Yi!']CMJp�Wlenu�an'tlew1J xFnp6%CU 14 Tw .Fl3Y1P4116
xoiaeyAisc
u rue YDey Iwloiren waparca
i6R40Yd
J1W500 E05 flwl8ll OEGr
Z JaDRelxarce 4wW
lWnr,mB WYSnp 6u[pkw, Je[F[mvie,FL ]t00s6p6y4014 WTNM0uflrMMW jx W3]:IBSIIn Pope2
ID:PCM1NeMI'2mE42bY2u9_PY6YI&SDSFpPM91PPMaAPBnAMIngTgpDPoa]61pbeA}3g&A
NOTES
11)Use Simpson Stmng- HTU26 bottom
tl GINep 1 1-10 112 Trues,Single Ply Girtlor)or egdivelent spaced at 2-0-0 Op max slaDing a12-11-4 from flee tell end 1020-1 ti to
connect t holes
stairs
pact,ince of DPaor tl Met
12)Ha all tall Doles where Danger 131n contact aim kffhbaL
13)Hanger(ajoromerco hwnntlevlce(sj small Deprovmotl lbilityo tosuppoL concentretetl loetl(s)SOT ID apwn and 2021D up e1611<on WLom cmoN. TDe
tluignlselectian or aucD cpnnectlan Oevlm(s)Is me responsiDlllry of o1Mls.
LOAD CASE(S)Standard
1)Dead+Pool Ove patented):Lumber Increase=1.25,Plate Incma s=1.25
Urtlionn Local(of)
Vad:t-5=54,5-]-54,13-14—20,0-13-20
Concentrate]Loads gb)
Vert 12=310(B)11=-51OS)IS=W]16=-514(B)1)=510(8)18�-St 0(B)19-_-510(B)20=-510S)21-510(3)22=510(B)23=-510(B)
p.1RMA6-VmJy Jaiyn y�nwnekna and Rli/pf�O18a OH Mfa IfO fM'LUO®NIHKRBPBRHNL6 PIOB Mf]4Td IWYORa f/eb.
paynn wYk]Xa irse oNV`wtlm MAIM aonr�et-.tors.Rtls M9JnkbsetlaYYnpen FOunelertdwwn.mtl hld mLMr,.d -ran[nra
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1or'ala�y vrn+erl olndNua wenmenla:oNv.AMIIw.l lemp^rm ba<robYo[e dmLlN�ro�aW=11m4nw�ayo�nealNorme
tt.4MllF�ntl.'WM�n11mcMWRre�w9rrdl5ln�cLre.IM��uDkmMpalald6�w.la(�is4PY[1Yce,eWCkV Ml@k'
1a�rtM:ensensd,, ,,M."orrin.CeOvery.e�p. aW daro,owvetll AN04WI OrMYL�lla�lo.Df6d9aq BLL WIIJnp CwngMard aB0<PeMaEW eN4.
ery Inlorm Pilowpiparfrom I�1. MaIIINe,]01N.Lea S.xal,LNe.111 PIeRaMM1a VA'Y1914 Tempe,FLa36101115
rreoumem Plnlsvl lumtx.l.,p.am.a.ae are u,a,e:waawaos)oz/zpi35yaLsc -�
Job e s yye HOMmn Peabnoe
MNN
nucal .1 FbaY 3uppc,IM GtlH 1 I
Jab Pp ass h,l troll
kYnnmB wYtlm96uppllw. JVFacrxle,FL ) Y2O PYyY D.TN IrxWNY l Tue Ne?4S]WVUGIege
IDyprkyNlr12mE1)bY2uyPYSy493D�wSDreAJSepw1EJ03kSryJe?90E WrypU3Lea/Jg6L
o" Ulld
6cek-1:165
SPersr 6Pocal all SBWVI SWatl
1W— 2 3 4 IB 5 fi ] B
1, 1B p
y R
16 15 14 13 13 11 10 9
36= 3x3 3YJ=
680
894
%ale Odsets lX V}- %)'p-180.0.121 %&P1804121
LOADING(PSI) SPAGNG- 240 CSL DEFL In goa) Wed Ud PLATES GRIP
TCLL 40.0 PMIe(3tlp DOL 1.00 TO 0.17 Vedg1) Ne - rVe 998 W20 244/190
TCOL 10.0 Wm0er O0L 100 BC 0.01 Ven(TL) Ne - t✓e 998
BOLL 0.0 Rap Stress Iwo YES WE, 0.03 Horz1TL) 0.00 9 We
We
BCDL SO Cosa FBC2010)sP1200) (Melds) Welgd:49 Is FT=20%F,11%E
LUMBER- BRACINO-
TOPCHORO 2x4 SP No.201at) TOPCHORD StWuraiwoodshe thEngdemcdyappkedor6 mpudim, except
BUT CHORD 2x4 SP No.2ldat) aim Yerticals.
WEBS 2x4 SP No.2Idffi) BOTCHORD Rigid calling directly applied or 10-"no bracing.
OTHERS 2x4 SP No.2hife)
REACTIONS. All bearl 8-9-0.
Ob)- Mex Grev All madom 250lb w less d lolni(s)16,9,15,14,13,12,10 except ll=252(LC i)
FORCES. (b) Max C«np.IMax.Ten.-Ali forces 250(Ib)or lass exoapt Wlan sh0wn.
NOTES-
1)All plates are 1 Sx4 W20 unless olbelwiae Indicated,
2)Gale lacuna conbnueus CotlOm clad mart
3)These to be fully sheathed loom one face or securely braced against Mleral movement(Le,degonal wwb),
4)Gad.ends spaced at 14-0 no
5)'SereA ld plichbraaxs SAM hand bads'Member elm fixity model was used In the analysis and dell M this loss.
S)Rec«nmerm 2,6 Mrongbacm.on edge,spaced at 10.0-0 oc and fastened to mach tlue4 SAM 3I Of(0.131'X 3')nails. Strmgbacka io
be atgGad to wells at Bleb aider arms or radial"her means.
7)aHurl
2�-02' 13 bdconniowna ai l2 atls113 MMail
be pronflosed tloen el 6d112,aIent M 110 support 13 Ddown at cee42 otedo topcaul(cMrd.If,
Tla tlesBNsaleGlmosuGt ,�.0P,$�dayin
A
conlxxxon devices)a the lespons4dli y or omen. ,� O e /
6)Indo,LOAD CABBIE)section,Itetls applied to the face d the meas are noted as Vont(F)or came(B).
�DEN$'•.,q
LOAD ad+Floor vo(tard 3938
t)Dead«Floor S (balanced):Wmber Increase=t00,Piste 111creaze=100
Uniform Cantle 16-
Vert 0,1 8 -100
Concentrated Load$(lb7
Vm
'a te
1=113(0)6=413(8)3=-113(8)8=-1 13(B)19-113(0)
i O•e• T (V:
•G�,%
/iV/„�0NA1 0l,
FL Cert. 6634
December 30,2014
Aaa.m-v..uJy dulva pw'm�tlm wdRedp Jlo+ta Gx lxmerm rrRrA/nrm ratmrrsasamJce re Os wr-v4 rJ serosa ue3
pN3n NpM ve oNY'.1111 dlltltcmreclaa TYstlahln mb69ycdYupcn�aneiersxwwn aW kkr meMMW tJGrv0canl��e«.
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alwlalaYtl aggcll o1MNMdwebmambasCNy. MQlbntl lemlxxoy daexg b Ywe AYMlly WLp eanMudtnk,M�agwedYMlry oI Mr
mmcwY.reanw.e pam,aa�tl,ane«Ir,e.,ra,a.1,mw,.akme��YwlelN«med.wmlPe�.r�Be�...W 9dn><.:e Yeca.an, sm. OW
r.l.
Ialwka3mQxANcmkd.alwMre.fdNeY,aecllmmf daNJ.cmali AxslABn O,wMy enlwb.0eedswa eesl wllayewnynenl Sso 11 roall4l
x 5Rwaadn�aelSPil mei:.p:m:e meGeiip�v iu5er�,.e 1+�eaa3e1 Hha wi O6%or%ioisea -4 Talm..rL 3xlaalls
T." m.TfPw FAi
T6RIR5
JI'mas F02 Fktt 2
1 Jan Rfiferelee Ewul
ALnninp Buipip3uWfec. Jecbomib.FL ]Y20 Py6VIh J eTYwsAJ ladldJQQ0.yJe?lv7oa Papal
Ip:grkyeHlQmEdZ0Y2uLPY6yg9$pw3p1wAl5egx161 W kSfyJe?1vQy]Ly6p W 3LBtlyy&.
130 6Ta
ias,i Ia.
1.'xl 1.SG 34-
1
4-1 ai 3 4 5 6 q
9
1R 11 10 if is ]
18d >1. 8-160
18-0 18-0
LOJ101N0 -
(psi) SPACING 2-0-0 CSI. DEFL In (l0c) Wall IW PLATES GRIP
TCIL 40.0 Plate Grp DOL 1.W TC 037 Vert(LL) 0.0110-11 >9W 4ep W20 244196
TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.0210-11 sage 380
BCLL 0.0 Rep Stress no, YES WB 0.14 Horz(RI 0.01 ] n1- We
BCDL 5.0 Code FBC201QTP1200Z (Maidxi Waghb SB lb FT=Wel IME
LUMBER- BRACING
TOP CHORD 2x4SPNo.2Qlat) TOPCHORO Stwmmlw shwthingdlrWlyapplledor&"mpudiro, except
BOTCHORD 2x4SP No.2glat) eM verticals.
WEBS 2x4SP Nn2(gat) BOTCHORO RlgMcelliNdlreotlyappllWorf0-0-0ocbmcing.
REACTIONS. (Ibhnnig 12=4]2lMecbanicel, =4]ZMeMeNcel
FORCES. (IbI-Mex.CompJMex.Ten.-Nllorms 250(Ibj or less exceptwfien stwwn.
TOPCHORD f-12=46810,6-0=46&0.1-2=32201.23=b51M,34=651M.45-85110,51-=32201
BOT CHORD 1011=0/596,9-10-0/651,&9� 95
WEBS &8_-0/463,1-11=0146$5-0=-0350,2-11-43540
NOTE&
1)Unbalanced floor live loads,have been considered for Ihis dash
2)All plates are 3x3 MT20 unless otbelvdse Indicated.
3)Refer to glider(s)for muss to Vuss connections.
4)'Song Igid pitchblende with fixed heels'Member antl fitly model was used In the analysis and design of this India.
5)Reoommend 2x6 stionglowl s,on edge,spaced at 10 0 0 o,and fastened to each Imes with 3-10d(0.131'X 3•)nails. Stangbacks to
ba atia inial t0 walls at their outer ends or m twined by Inner means.
:" N 6,q
A
3938
�A4i�SJONAii E?AO�
F L Cert. 6634
December 30,2014
Q wexwfm.v l a it emdllee..ai eeea MBIS 01i seep IMLs mlarc dzEeaxaxce Peas am 749a 6evOxa 080
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game
i4xkI.-.
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-----------------
T6MROR6
Jon TrossiTne, as, ph, wdonan�_
Ii05aB fW fM 2 1
JM Reference
Mi J[[F[mieFL /.6 [ " A T*atlqe[ s. u N 5]1521• Peat
ID.ry2ryeHmEIDT2u _P6y3D-0MK4 � DlMBV1M3p
K
612
.l Y.a
44= 4n= 1.s4 II
LSG= Nt4= 3aA FP= 1.6x4 11 1.6M=
1 2 3 4 6 6 7 a 9 10 11 12
26 24 R3 22 21 A 19 1a 17 15 14 13
4X4= 3x6 FP= 15x411 1.5411 311= 464=
1 d 480 6d2 1080 132d 1584 17-08V 26BO
X180 820 d42d 280 2d0 1d8 P� 330
PI Oflae ( YF 11 EOgaQ181127P1600121 R8:P & 21
LOADING(paq SPAgNG- 2-PO L81. DEFL In '_ VOell Vd PLATES GRIP
TCLL 40.0 Plele Gdp DOL 1.00 TO
0.52 VeU(LL) -0.1320.21 >9B9 480 AR20 241/190
TCDL 10.0 Winter DOL 1.00 BC 0.Be VenCFL) -0.20 21 >999 360
BOLL 0.0 Rep Sawa Iwr YES We
0.31 IbrzQL) 0.05 16 Na We
BCDL 5.0 Code FBC20ID4PF2007 (word WeighB12016 FT=20%F,11%E
LUMBER- BRACINO-
TOP CHORD 2x45P No.2(lat) TOPCHORp ShucWrel cvotl sM1ealM1ing dBedly appfletl or89-Omputlina, except
BOT CHORD 2x4 SP No.2(flat) aria velticels.
WEBS 2x4 SP No.2glat) BOTCHORD Rigid ceiling dlreclly appllet Or 2-2-0 oc breGng.
REACTIONS. QWsl2e) 26=889/0-50,151326/038
MexGreV26=915(LC3),16=1326ILC H
FORCES gb) Mex Carrp.Mlex.Ten. All farces 250 Ob)or less except wren all
TOP CHORD 26-27=-910.Q,1-27=90Brb,1-2-T23A1,2-3=-1767/0,34-2331M.45=-2498/0,
5{-230FQ 64-1707/0.76=64211 45
BOT CHORD 24-25-011359,2324 113%.22-23--02153.21-22-0 498,20.21=0./2498 19-20=0124g6,
18-19=1Y2111,17-1 B=W12111,1517=6A/815-16-3M
WEBS 516=134(V0,1-25=011058.8-17 1114,2-25-1011/0,7-17-1 N7M,2 23 46,
7-18-208,3-23=6130,518-6T/0,3-22=01362,519- /425.4 M=-43485.
519=52614,8-150/444
NOTES,
1)Unbalanced Voor livelmda neve been consideree for this design. 4T ally rLrLT ,
2)All plates are M MT20 unless otM1enai.mrAicated. a V
3)'Send dgid pitchkorearks,Will
fears'Mernher end fill
l ame,used in the
ysis and
n 0
his rose,
4) eBeMend wells etN&i au%tonedge.nds smced at by dM1��er �oslened W earnh Wlasxi1M1 310d90.3111-X3')mile. Stragtec"tO s. ,`�J�pIAP'�ENS<Bq�4�
5)CAUTION,Do not erect from backwards. V
3938
•FQ�
• AT t�/�
FL Cert. 6634
December 30,2014
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a»= 4xl-
2 3 4 6 8 T e
is33
I$
1] 16 1s 14 13 12 11 10
4M= 13x4 1 K4 40-
NO Ido Bed tOdd 1350 t56a 1]50
tdd 28-0 280 430 280 2dd ld0
%ate 011eeb fXY}. H40ge 0-Le118:03-O Edgel 119'0.1AOA121
LOADING(Pef) SPAC11116 2-o-0 CSL DEFL In (Ipc) Ween UU PLATES amp
TCLL 60.0 Plate 011e DOL 1.00 TC 0.49 Vat(LL) -0.1313-14 LBBB 460 er. 244190
TCDL 10.0 Wmber DOL 1.00 BC 0.96 Vat(TL) -0.2113-14 >986 380
BCL- 0.0 Rep Sirens llor YES WB 031 Horz(TL) 0.05 9 n/a No
BCDL 50 Cad.FBC20lWPBl (Matt Weight:97 J, FT=20%F,11%E
LUMBEIH BRACII O
TOP CHORD 2x4 SP NO2glal) TOPCHORD Slrudural wood Sheathing directly applied or 6.60 oe pulite, except
BOT CHORD 2x4 SP No 2pab eM ve16Cels.
WEBS 2x4 SP No.2plad BOTCHORD Rigid cNling dlmnlly pulled or 2-20no owing.
REACTIONS. (Iehalm) 18=92405-0,9-& O36
FORCES. (Ib)-Mex.Comp./Max.Ter.-All forces 250(Ib)or less except Mw shown.
TOPCHORD 16-19=-91&0,1-19=-91&0,8-9-02SQ,1-2=-731M,23=-1]910,34=-2371M.45=-2551N,55=-23710,
6-7=-17810,7A=-730/0
BOT CHORD 16-1]4/1376,15-16A 186,1415-02551,13-14--N2551,12-13=W661,11-1 2 /1183,10-11x/13]8
WEBS 8-10--0/1197,1-174/1071,7-10=402&0,2-17=102&0,7-114857,2-16=-0/658,6-11=6230,3-16-5240,
6-124]376,3154376,5-12=46423,4-1 565423
NOTES
1)Unbalanced Seer live leads have been 000adered for this design,
2)All plates are 321 W20 unless olhelwlse indicated.
3)'Semi-rigid pioMreales War head heels'Member and fishy modaul Ixze used In the analysis and design ot NIS trun4.
4)Recommend 2x6 s"Wbwks,on edge,spaced at 100-0 Dc end mstened to eats Vuss with 3100(0.131'X 3')tells. Stnmgleacke to
be alleOed to
tSer
5)CAUTION,Do nolereet tBoree owlevaarrdsr restrained by ober means.
3938
18111111
FL Cert. 6634
December 30,2014
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LOADING(psf) SPACING- 2-00 CSI. DEFL. in Qoc) Vtlell t/d PLATES GRIP
TCI 400 Plate Gnp DOL 1.CO TG 059 Verl(LL) 0.2015-16 — 4130 MT20 244090
TCOL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) 0.321518 >737 380
SCLL 0.0 Rep Stmss Inv YES WB 0.% Ho0(Tq om 11 we we
BGDL 5.0 Coda FBC201WPI2007 (Metrix) Weight 110 lb FT=20XB 1M
LUMBER BRACING-
TOPCHORD 2x4SPNo.2Qlet) TOPCHORD SIwvumI wand sheathing directly Wiled or 6-0-0 op pumila, except
BOT CHORD 2x4 SP No.1DOlet) eM ve0lcals.
WEBS 2x4 SP No.2glat) BOTCHORD Rigid calling directly applied or 10-0,0 oc bracing.
REACTIONS. ght im) 2ra108R0 50,11=10]SR.teohenkel
FORCES. gbh-Wax.CanpJMax.Ten.-All bran 250(b)or less except sheen shown.
TOPCHORD 20 21-lG530,1-21=-1083b,10-11=-1 MM,1-2::-WO,2-3-21 62fi).34=29100,
4-5=-33050,5{-33BS%67=3305/0,79=29750,BA=215pN,910=4159b
ROT CHORD 18-19=0/1821,11-18T 661,16-17=013257,15-16-G99B5,1415-d 57,1314=02881,
1213_-0/1823
WEBS 10-12-=[i 1-19ia(VIM.9-12=421".2-19=-120910,9-13=0940,2-18=(V812,
8-13=-8105G 3-18=80900,B-14110r49),317=0490,7-14=457M,41 17=45600,
7-15=-1441503,4-16=-1441503,5-16-2551&1511-25613
NOTES
1)Unashametl floor live loads have been considered for this design.
2)All plates are 3x3 W20 unless otheMse Indicated.
3)Rotor to ghgods)for thin to it=cor,rootions.
) i2es Win good thereas'Mearemor end fixity had � ctra1Uosml �5R�m5soNW� er0pv�ee�et dd1tread oehsWN&W( .lzII6. Steangbaa6to ............
par aturchad to sells aonocMdtg9•,��
6)CAUTION,Do not areal toss
3938
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FL Cert. 6634
December 30,2014
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TCLL 40.0 Plate Odp DOL 1.00 TC 0.92 Vert(U) -0.1]2021 >999 480 MT20 244/190
TCDL 10.0 Wmber DOL 1.00 BC ON I Ved(TL) -0282021 >732 360
BCLL 0.0 Rep Stress ler VES We 0.28 RSMTL) aw 16 r✓e Ne
BCDL 5.0 Collis FBC2010RPI200] (Mande) Weghl:11810 FT=20%F,11%E
LUMBER- BRACING
TOP CHORO 2x4 SP 14,201at) TOPCHORD S1rwtU2lewd3heathiWdire yappliWor2-2-0wpudim, except
BOT CHORD 2x4 SP No.t Often) end vedlcNa.
WEBS 2x4 SP No.2glat) BOTCHORD Rigid telling drecly applied or 6-0-0 w biasing.
REACTIONS. (INalza) 24=814/(15-0,16=1299104-9
Max 3mv24=8]2(LC 3),16-1299(LC 1)
FORCES. (b)-Max Con,JMex.Ten.-All forces 250(lb)or less ezapt ellen snasel
TOPOHORD 24-25=416a/0,1-25-868§0,1-2=88]10,2�-1855`0,34-21TI1q 4-5=214510,
5�-214510,a-7=-214 0.7 =-128110.8-9=-1]0/313
BOTCHORD 22-23=0/1288,21-22=02013,2(121 x/1282,1928 145,18-I2Wl752,
1]-18-114/826,18-1]=-406/o,16-16=4M
WEBS 9-16-131410,1-23=0h 006,223-95410,2-22-0/588,322=-58810,3 21-0- 61,
9-154/466,6-1B=3&Sq,4-20=430/165,]-19-0/)90,]-18=-]S V0,8-18=46`56,
8-1]=90]310,91]=090]
NOTES-
1)Unbdanced floor live loads flava[lean oomedered for Nis design. `, PLu 2L14 ,I'
2)All plates are 3x3 W20 unless othecalse indcaled.
4)Rewmmgld ena 2Wii sttmngbwksl,on ed edge,s xile cial att 10,0 0Ooc erb materda to each lnttssaMtand
h 3lO fal31'IX 3')Nelle. Stre—Ixacks to O �`P'.r'••A' A4 Ao,
be attached to eels Nlbelr outer ends w matmNed by older means. ��`.j.�• •\Ci E NS•••%
5)CAUTION,Do not wren truss backwards. "'
39388
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FL Cert. 6634
December 30,2014
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LOADINGrysn SPACING- 2-30 CSL DEFL In poo) gtle8 La PLATES GRP
TOLL no Plate CHIP DOL 1.00NiTG 0.76 Ven(LL) -0.4619-20 AM 480 M 204/190
TCIDL 10.0 Lumber DOL t00 BG 0.93 Vert(TLI -O.M 19-20 x401 360 Mi20HS 187/143
SCLL 0.0 Rep SM. nor YES WB 0.46 Horz(TL) 0.12 14 Na Na
BCDL 5.0 Code FBCVnWP12007 (Matrog WeIg14:135 to Fi=M41',11%E
LUMBEW BRACING
TOP 0110111) WSP No.201d) TOPCHORD Sb t..Iwacdsbeamingdi.Ily applletlorf3-14ocpudins, except
BOTCHORD 214 SP N0.201aU•Enspr and radicals.
1423:2x4 SP No.1 Often) BOTCHORD Rlgld telling direcllyapplled or 10-0-0 ocorl ExogJt
WEBS 2x4 SP Nil 2-2-0 ac bracing:22-24.
REACTIONS, pb%ll 26=132310.5-0,14=1329#0-58
FORCES. pb)-Melt CompJMax.Ten.-Alt forces 250 go)or less except won shown.
TOP CHORD 26-27=-131.X,1-27=-1317110,1614-1322X,1-2-1087/.2-3=-27830,3-0-402300.
4-5=-40150,58-518900,8-7=5189X,7-8-5189/0,8-9-481500,310=-402310,
10-11=-2788X,11-12-2789(0,12-13=90850
BOTCHORD 24-25=002054,2324=0I3502,22-23=0/3502,21-22A4524,20.21-=(V5053.19205/5189,
18-195/5083,17-1 -014524,16-17=(l 15-16=QW)5B
WEBS 16155/163.1-25=001594,12-15=-1541X,2-25=-153&51,12-18511185,2-24=01118.
1316=1131X,324=-1132X.10 1758273-n=01027,9-17-MM.4-22-798.,
9-185/462,4-21=00462,8-18-480.X,521=880X,8-19-251/541,5-20-2511541,
620=263118,7-19=-263/78
2jAd plays,aret�W20 plane of.aomms,aocruaddical mI3 aeBlen. , 0. ....LA,Lq�
3)All plates are 3x3 W20 unless ottemise indcated '�,Z,O•�\6EN$:eq ,we•
4)The Fabhcahon Tolemnm at�dnt 23=11% �.x
6)'Starail pllchbreaks 4th find heels"Member end fitly mount was used in me anall and design of this tmu. 3938
e)Recommend 2x6 stmngbacks,on edge,spaced at 10-0 0 oc and intelretl to each suss with 3-1M(0.131-X 3•)na ls. Stmlgbacks e
W anachetl to wells of their outer ends or restrained!by Omer meagre. ZZ
7)CAUTION,Do not erect Me
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FL Cert. 6634
December 30,2014
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LOADING Out SPACING- 2-00 CSI. DEFL. In (I.) Adolf Ud PLATES GRIP
TCLL 40L Plate Cup DOL 1.00 TC 0.00 VBN(LL) We - We 999 W20 244/190
TCDL 10.0 Wmbsr DOL 1.W BC 0.02 Vet(TL) Na We 999
BCLL 0.0 Rep St.lncr YES WB 0.02 Hou(TL) 0.00 7 We We
BCDL 5.0 Code FBC201091-1212007 (Matlx) Weight:36 lb FT-2 F,1M
Lull BRACING
TOPCHORD 2x4 SP No.2Qlat) TOPCHORD Structural weed sheathing directly applied or 5-9-0ac pudins, except
BOT CHORD 2x4 SP No.2(Ilat) and vedlcals,
WEBS 2x4 SP No.2(flat) BOTCHORD Rlgld coling directly applied or 10-0-0oc trading.
OTHERS 2x4 SP No.2010)
REACTIONS. All beaMgs 59-0.
Qt) Max Grav All reactions 250 to or less at Iolnt(s)11,7,10,9,8
FORCES. (Ib)-Max.Comp/Max.Ten. All forces 250(Ib)or less except wren shown.
NOTES-
1)All plates are 1.5x4 W20 unless rareness indicated.
2)Gable r mhs continuous Dotom chord!bearmg.
3)Toss to be tl9ly sheathed from one face or secular,caused against lateral movement(L..diagonal web).
4)Gable studs spaced at 14 0 oc.
5)'SemNipid Banbreaks wth fixed heels'Member and fixity model was used in the anassls and deelgn of this Ours.
6)Recommend 2x6 stroagbacks,on edge,spaced at 100-0 m and fastened to each tmss with 3 lOd(0.131'X 3')nails. Stongbacks to
to attached to walls at their outerencis or rastralned by other means.
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FL Cert. 6634
December 30,2014
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BOLL 0.0 Rep Suaralrar YES WB 0,11 Hor2(1L) 0.00 5 n/e We
BCDL 50 Cade FBC2010.?P12007 QAatfl Welght,38I1, FT=2011,F,11%E
LUMBER- BRMOS,
TOP CHORD 2x4 SP No 2(flap TOP CHORD StmcW2l x shealhi g diredyapplled or 5-lOO a WOIM, gestin
BOTCHORD 2x4 SP No2QIW) gM verbaut.
WEBS 2x4 SP No.2Qlat) BOTCHORD Rigid calling,Elmcly applied or 10,0-0oc Mears.
REACTIONS. Qb/sl2e) 9_307I10schanlsal,5=3() Mechanasd
FORCES. (lb)-Max.Comp.lMal.Ton.-Alt forces 250 Qb)or less exotpt when shown.
TOPCHORD 1-&-331X,4-5=309/.1-2=-271X,2-3-271/0
BOTCHORD ]-0=0'271,6.7 71
WEBS 4-6-04253,1-�N
NOTES,
1)Unbalanced!floor live leads have been cons chi for this design.
2)Refer to giroer(.)for tmss to Imss connections.
3)'Semi-rigid plutboul s wlih fixed heels'Member era Met model was used in the analysis and a ign W Mi.truss.
4)Recommend as stmngbacks,on edge,spares al 10.0-0 m and Ieslened l0 each Was with 3-1Od(0.131'X 3')tells. Strongamlo,to
be attached to walls at their outer ends Or restrained Dy other means.
lool
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December 30,2014
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TCU 40.0 Plate GOp DOL 1.00 TC 0.5] VW(LL) -0.02 45 >999 400 MT20 2441190
TCDL 10.0 Wmer bDOL 1.00 BC a." Vert(R) -0.04 " s999 380
SCLL 0.0 Rep Show lhar NO WB 0.S5 Hor2QL) -0.00 4 We We
BCDL 5.0 Code FBC20lGTPl=r (Mablx#) W.Ihb 80h FT=20%
LUMBER- SPACING-
TOP CHORD 2x4SPNo.2 TOPCHORD Stu Wrelwooasheahingalrecbyapplledor4-9-5mpunim, except
SOT CHORD 2x4 SP No.2 eM wecals.
WEBS 2x4 SP N0.2 BOTCHORD Rigid ceiling already applied or 10-0-0oc amdfe.
REACTIONS. gb/size) 6=1689N5-8,4=173QIhI anmI
FORCES. (Ib)-Mex CompJMsx.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD1-8=-15A .12=224mb,23=-224flm,3-0=-I SMIC
WEBS 1-5--0250],2-5=-1 seem,35=02507
NOTES
t)2-pay truss to be connected basher Mth Rd Iwas as follows:
Top chords connected as follows:2x4-1 mw at 03-0oc.
Bottom chums cdnnemol as follows:2x4-t row at 0-7-0 Da.
Wats commated as follows:2x4 1 row at 1-00 oc.
2)All Ideas are aanaidered equally applletl to all pies,exalpt it noted as hard(F)or back(B)face in he LOAD CASE(S)section.Ply to ply
o mmedbns have been pmvfaed to dlsldbute only Ideas noted as(F)or(B),mass omemem idd,mmd.
3)Refer to gdmer(s)for Imss to muse cmn rmons.
4)-Seml-rgda p t hthmaks awh 6xea heads-Member and qtly,model was used!In he anows and design a this tea.
S)R
s.
6)'NAILED'tominciilsaittllr"�Oorr 3P t (p0.1a48�iGip25')Ioareils FortmorectlHNls refer toiM Tek§ST TOENAfIL Oefeil.g�cks to ,,,0 C F�1e
LOAD CASE(S)Standard
1)Dead.Floor Live QsaWncetl):Lumber Increase=l W,Plate Increase=1.003938
Uniblm Loads(of) * (•
Vert:141=41 D(F=310),43=10
Concentrated Wage go)
Vert:7=-546(F_34 B=-062)8=-S46(F=-64,8=162) •�
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FL Cert. 6634
December 30,2014
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TCLL 40.0 Rate CHIP DOL 1.00 TC Qfi0 Ved(LL) -0.02 4.5 >999 480 MT20 244/190
TCDL 10.0 Lumbor DOL 1.00 BC Qd5 Vart(TL) -0.04 4-5 >999 WD
BCLL 0.0 Rep Stress 1per NO We SW Morz(TL) -0.00 4 Ne Ns
BCDL 5.0 Code FBC201WPt WMA -kS Weight e01b Fr:: M
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Blooming ward sheathing directly opinion or 4-7-14 oc pelns, ema l
GOT CHORD 2x4 SPW2 it Wricele.
WEBS 2x4 SP Nn2 BOTCHORD Rigid sell,directly applied or l0-0-0op bolding.
REACTIONS. (Men.) 6=1744/0-53,4=11691Wec1Wnmal
FORCES. (tb)-Max Comp/449x.Ton.-Al tortes 250(to)or less except when shown.
TOPCHORD 1-6=-162]/Q18-231M,2-3-231&0,3-4=-062]/0
WEBS 1-5=02581,2-5=-142440,35=0/2561
NOTES
1)2-ply tmss to bB co mmod together with 10d](0.131',1')thele as follows:
Top chords connected as follows:2x4 1 row 9(0-80 ac.
Bottom chords connected as tallows:2x4-1 now at 0-7-0 or
Webs connected as follows:2x4-1 row at 1e 0 oc.
2)All loads are oomiWeree equally applied to all plies,except H noted or from(F)or back(B)face in the LOAD CASE(S)3edlon.Ply to ply
connections have been provided to distHbee only loads noted as(F)or(B).Mises offe, w er,indicated.
3)Hater to girder(.)for tmas W Imes cm nmUchr,
4)'Semi rigid pltchbreake Who fixed heels"Member and Why model wee used in the analysis and design M mis toms.
5)Recommend 2x6 shongbacks,on edge,spaced at leo-0 sand fastened m isach9usswtlin -10d(0.131-X3-)mile. SireogWrsslo \
admitted to�Ifls or
trai
means. %
6)bNAILED'Mmame 31did1H.1a8roLf or3r12d(0.1W,,325r)oo-ings.For more detela refer to MiTekk ST-TOENAIL Detail. �NQ"�\>>Q�P..
\C•J E••^Q
LOAD CASE(S)Standard ,ems` : V $ •.q
1)Dead.Floor Uye(balanced):Lumber increase=l W.Plate Increase--1,00 3938
Unit..Loads(Pp }
Vee:13-430(F=330),4d.10
Cortceareetl Loetls go)
Vert)-546(F=>62,8=-64)8=-St6(F=162.B=E4)
O.. ATE :4f/�iZ
%.FS. . p R It
FL Cert. 6634
December 30,2014
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LOADING(led) SPACING 24FD CSL DEFL In Qac) Vdall VE PLATES GRIP
TCLL 43.0 Plate OOp DOL 1.00 TC 085 Verb 0.00 4 •'•' 480 Al 214/190
TCDL 10.0 Wmbar OOL 1.00 BC 0.01 Val(R) -080 4 >999 360
BCLL 11.0 Rep Stress lmr NO WB 0.00 Harl -0.00 3 Ne We
BCDL 5.0 Coale FBC2010MPI2GQ` (Mein.-M) Weight SO lb Fr=20%
LUMBER- BRACING
TOP CHORD 211SSPN02 TOPCHORD StruMulel wood sheathing dirxtlyappliedor>lMox Wrllns, e.mpl
BOTCHORD 2.6 SP Ni and verticals.
WEBS MSP Not BOTCHORD Find ceilhg sinal,appled or 1000 of,homing.
REACTIONS. (INsize) 4=u9 ",3d( VI,bacllar l
FORCES. (ID)-Mev.DOmpJMex.Ten.-All lorca5250 Qb)Or less except waren sM1am.
TOP CHORD 1-bT/2Po,23=-deO VO
NOTES
1)2-ply luras to be connected together Mtn 1W(0.131-X3•)nails as follows:
Top cbbide conneclad es follows:2x4-1 row at 1-60x,eve-3 rows staggered et D-2 0 x.
Bovom cbm dj.m1ll es follow .at 2 rotor slaggaetl et t-OA x.
Wallis cmnec on as follows:l2.l -1 row et 1 0li oc.
2)All beds are cave been acoelly eo distrto all plies,except 9 d as O Irmt(F)or back(B)lace In Ne LOAD CASES)section.Ply to ply
connections have Deenss to fletl t0 oose uta only loess noted as(F)Or(S),unless omelwse InGcaletl.
3)Refer errs-n ld lich for s W to good
mnnxums.
4)•Semi-info d Club
stron nim ilvatl M1eals'Member tend 10Il 0 modal was Reformat
in the analysis and l N(0 of this Musa.
5)Remmmedt916lls M their outer
edge,spacesneatby 0 erera lastenatl to eecM1 turas w9M1 310d(0.131'%3')miss. Simlgbeckeb
6)Har,ar or ootM1erroM tnnec9on EeNcds em)or
bene by
sufficienteto support mncennatea loaa(s)M lb down at 2-60,e1M sued lD ,,.A`,`
cowl at 3-e 4 on to,chord The deslgn'sesection of sxh connection deNce(s)is the reaponsidli y of others. , 0• ..............
•.Er/•••••
LOAD CASE(S)Standard S�?: v'\ S %
1)Dead♦Floor Llve(Dalwood):Lumber Increase=1.00,Plate tncraase=1m 3938
Unit Loads(pip
Vett 1-2-21 OFF 110),3-4-1D _
Concenireletl Loads(Ib) I�_
Van:2=-37"F)5=81aF)
O�il`S'�
p�gg;ONA; `�
FL Cert. 6634
December 30,2014
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3-10.0
LOADimm SPRCNG 2-0-0 CN. DEFL In Qac) Vded VE PLATES GRIP
TCLL 00.0 Plate Gdp DOL 1.00 TO 0.70 Ven(LL) -0.02 3 aWe 480 W20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.50 Verl(r-) -004 3 >BBe 300
BOLL 0.0 Hep Straus Irwr NO WB 0.00 Hori -0.00 3 We We
BCDL 5.0 Code FBC201NTPQ (114sag Weight 39 In FT=2096
LUMSES- BRACING
TOP CHORD 2x4SPNo.1D TOPCHORD Structural wood shsa@Ing directly applied or 3-10-0 no Whine, except
BOT CHORD 2xa SP No.2 aro Verticals.
WEBS 2x4SPNn2 BOTCHORD Rigid calling directly applied or 10 o bracing.
REACTIONS. (I etze) 4-885X,54,3=BS&Macnenirel
FORCES. (tb)-Max CompJMax.Ten.-All forces 250 go)or less except when shown.
TOPCHORD 1d=-7280,23=-72810
NOTE6-
1)2-ptyWastobecon wftog :2withlOd(0.131'x3')tells as lollows:
Top mchownneaedas 1nfoll: -trowel G8-0oc.
Weasi cnnectconnectedazfoll 1 2xa-1mwat o-11-0oc.
webs connectedasredeg:2xa 1raw at 1-00 oc.
2)All toads are considered equally appilstl to ell only I side if noted ) int(F)or beak(B)laze In the LOAD CASES)section.Ply to ply
connedbns nave beenss to
to dsinnufe only loatla notetl az(Fl or(B),unless dM1erMse indicated.
3)Helen to gd0 tch for Wu to Inca aids' none.
5)Recommend
dOcnbreaks ynm fixed seals'spe nd end fiery model was used In the analysis and 1Wdesign(0 of brie Irks.
5)Recommend 2x6 m;at Mir outer ends,r recetl a11000 other
and leelenetl In each imsa vdM 310d(0.131'X3')tette. SVongbacks b
ba
to
ends
estrained!by
6)Hanw((s)crotm The or other
co iiono miceuch mnneclll b panowl
ts the o%,eflrtwty of menatad iDadmo 297 lb down at 2o-o W nDnom
LOAD CASE(S)Standard l•
1)Dead a Floor eye fealmwed):Lumber Increase=l 00,Plate Increase=l.W 3938
Uniform Loads(pig
Van:1-2=d1 GF-310),34=10
Concentrated Loads gig
Vert:5=-297(F) TQ C
dh'S;ONA;,� %
FL Cert. 6634
December30,2014
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LOADING(Pat) SPACING 2-00 M. DER. in goo) gdef Ud PLATES GRIP
TGU_ 20.0 Plate Goo DOL 1.25 TO 0.06 Media) nre - rise 999 M120 24M190
TGDL 7.0 Lumber DOL 1.25 BG 0.05 Ved(TL) We - rise 999
BCU_ 0.0 • Rep Stress mor YES WB 0.00 Horl 0.00 7 doe We
SCOL 10.0 Code FBC2010/TPI2W7 (WMX) Weight:68 to FT=20%
LUMBER- BRACING
TOPGHORD 214 SP No2 TOPCHORD Structure!wand maiming directly applied or&00 oc purlins.
BOTOHORD 2x4 SP No.2 BOTCHORD Rlgd1 cell9g directly applied or 10-0-0oc b2cmg.
OTHERS 2x4 SP No.2 MRekreoommendetflal StablllxelsarMregWWdcrossbrecing
W metalled duMg truss am.on,m a.m...Ynm S1a0fizer
lostallalloo 9u do
REACTIONS. All beaNps 11-50.
(Ib)- Max Horz l=18110)
Max Uplift All uplift 1W III or less st join(9)1,7 Map 11=-135(LC 12),12-150(LC 12),9_1 35(LC 12),
B=450(LC 12)
Max G. All reactlorw 250 to m less at)ainta)1,7,10,11,12,9,6
FORCES. (N)-Max Gomp.Rrlax.Ten.-Aft forces 250(Mariana exceptwhen shown.
MOTES-
1)
OTES1)Unbalanced roof Ilya loads have been comrdere!for the design.
2)Wind ASCE 7-11 VuI6130mph(3-second gust)Vasd=tOi mph;TGDL-A 2ps1;BGDb3.DNI;h=25111;B=45f;L=Rft;e9vs--211 Car.!l;
Exp 0;End.,GCpi=0.18;MWFRSMinecti and C-C Conni 00.0to3-0-0,Exterlor(2)3 O-0 W SBa,Comer(3)5 eto"A8
zine;cam ever left and right imposed;and vertical left and right epmosed;C-C for members ars forces&MFRS for reactions shown;
Lumber DOL=160 plate ghp DOlr160 \\ \U\(6(11j4 22
3) Truss tleslgned Wind d loads In Ne plane of Ne trues ply. For surds emposedto venal mormal to Me face),see Standard Industry \\ 2I
Gable End Details as applicable,or commit qualified building designer a a per ANSVFPI I. \,\ %pS A.
4)All plates are 1.5x4 W20 prime omenviae indicated 1:1Q .E
5)Gable requttes contlnums bottom chord bearing ';•V\C N S•••.�
6)Gable studs spaced a12-0-0w.
7)This
tthuss,has been designed foe a Meoabottom 0.�t an the Whom chord in al areae shaee alrreectaangle 3-6-0 toll by 2-00 elder 0119 *:- 3938
fit between the bottom chord and any other member. —
9)Protide mechanical connector,(by others)of trues to bearing plate capable of wflhstar10ing 100 I0 uplift ai)oing.)1,7 except at-lb) 1F¢=
11=135,12=1 50,9=135,8=1 W.
10)'semi-rigid pgchbreaks wlih find heels'Member end flxlly model was used in the anahn is and design of this trues. OIt
.•
T
FL Cert. 6634
December 30,2014
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LOADINGW SPACING 2d-0 CSI. DEFT In Qac) Yeah VE PLATES GRIP
TOLL 20.0 Plate Cup DOL 1.25 TG 0.51 Vat(LL) 0.11 612 >900 240 W20 244/190
TOOL 7.0 Wmber DOL 1.25 BC 0. Vert(TL) -0.19 6-9 X875 180
BCLL 0.0Rep Stress icor YES WB 0.07 Hor2(R) 0.17 5 Na We
BCDL 10.0 Code FBC2010TPI20W (MaMx-M) Weight 75 he FT=20%
LUMBER- BRACING-
TOPCHORD
RACINGTOPCHORD 2x6 SP No.2 TOPCHORD Structural wraC sheathing directly applied Or 600 ac purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid rising directly applied or 10 0 o no luecing.
WEBS 20 SP No.2 JOINTS 1 Brace at Jus)'e
MIT6k recommends IM1et SleOilizera end mpmred cmas braGrg
Da I1lslalletl durllg Wss erectlm,in accordance Win StWlizar
.1 tallatlorl untie.
REACTIONS. (Iftheas) 1=52010.58,5=522A)-58
Mar Hort t-221(LC 10)
Max Uplin1=1B0(LC 12),5=182(LC 12)
Max Grav 1=536(1017),5=529(1018)
FORCES. go)-Max.CompJMax.Tan.-All lome5260 Go)or less except when shown.
TOPCHORD 1-2 0.91p81,2-13=ffi1229,19-ib557291,9-14=526253,315=556T52,
1516=-5&5231,4-16-809229,4-5=976162
BOT CHORD 2-17 2811]16,6-i]=46479,6-18=-40/479,4-18=21MW
WEBS 36=-0.4344
NOTES
1)Unbatrwed roof we loads have been considered for the design.
2) AE1F1oCD -l� , o11- _
ExCEnc ,GCp1=0.18 WRS(directional)aMC-CEHerd) 1-22s+< IMend1) 94to5 -8EIrNd0 2)588Io B8
ze;cantilever len and right deposed;and vemcal len and right exprsad;00 formembers and fomes a MWRS ��J`x�1tppS1�1A110Tqy4�
e•�0
far reanlonssboxn; �� O ;•'�'rEN•• ��
WmbeT DOL=160 plate grip DOL-1.60 S✓ '.9
3)This Suss les been desigvd for a 100 net Donors chord live two nonconcuresnt with any offer live `%� 'V\loads.
4)'This M a has been designed for a live load a 20.0gsf an the Whom chord in all areas were a rectangle 350 til by2aO wide wfnf3938
fit Wo the bodom chiral and any oMe,members,wnh BODL-ICOps1. * 1•
5)Beadtg at joint(s)1,5 considers parent&to grain value using ANSIFPI l angle to grain formula. Building designer should veWy
capacityol Dearing surface. •.��
6)Provide maclwnical conneGion(by Whets)of truss to bearing plate cerebra of w retanding 10011,uptln at formula)except(It=1b)1=10�
5=182 TE
7)•semi-rigid pitcM1breaks afth axed heals'Member and Why model was used in the ararys'la and design G this blse.
`i.........
COR\ ✓'Cj\=•`,
d�0 8011j"1110
01 N A11 10"
FL Cert. 6634
December 30,2014
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aswmem ranelsP)lambeT iewatn{a m.d..lPaTr,.4ew uloe{eeaauwapyxgiap Azsc *+rive.FL 33610,11 is
jdb Trus. True Type ally ply 11 M,PeeiW Ma
T6]2k03G
JI WSBB fA3 ;Ldnnm 2 1
Job
, Relerec" ""
Atnrmp BUJ]n83uWlee Jatbomie.R ].y2t Yl 201<MTNgZgb iee Mt Tue a IjQgf6]W2J14P�pe
ID:pgkyeMRmE4IbY2u�PV6y4BSDdNg290ekEt4cat0__J)211pM1FMIGkHJ2UUl2}3pB0
-1d-0 aria rasa 129
' 1sa saa sad Set
'
sa.=144.3
sxs=
3
12.0 12
1d 16
16
13
3 tr
_1 17 6 1B % Iglb
15M 3q
= C
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1]a SBa 58e tba
LOAOINO(pet) SPACING- 2-D-o M. DER. In Ooo) VOefi Uri PLATES am
TOLL 20.0 Plate Gap DOL 1.25 TO 0.27 Will -OAS I 0988 240 101720 NVIN
TCDL 7.0Lumber ML 1.25 BC OSB Vert -OMI X888 ISO
BiOA ' Rep Stress lour VES We 0.06 HOR(rL) 0.00 Na We
BCDL 10.0 Cotte F802MOTP2007 (M11aIIM-AQ Weight 75U FT=2096
LUMBER- BRACING,
TOPCHORD NS SP No.2 TOPCHORD Structural wood sheatllllg directly applied or&0-0co purilml
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid call,direct,studied or 10-00 oc adding,
WEBS 2x4SPNo,2 JOINTS 10rece at Jib
MiTek recomm,us that Stbllizels and required cross adding
he ineimlea aurin,trues erenlon,In accordance with StNiizer
Inmallaian uide.
REACTIONS. uldfase) 1S5 mpanlca1,5627I638
Max Horz 1=7a0(LC 18),5=475(LC 17)
Max Uplift—1 Mi 12),5=1 MILO 12)
Mex Grey 1=561(117),5=534(-C 17)
FORCES, Ub)-Mex Comp.IMax.Ten.-Allfol.250(IOlerlestardo ptwhenawvm.
TOPCHORD 1-2=-93&656,2-14-512/15],13-14=-188,85,314=ae8/182,395=368490,
15-16=-M472, W472,6-1i-9 5n453
BOTCHORD 2-17=888/6]2.5-P=699/6]2,8-18=699/dYt,4-18=598/4]2
WEBS 30'278
NOTES
1)unbalanced mol live loads have Ogen considered for this assign. 64466 p4j
2) 11Ev0 En.. =0
Ga 8:ti MWFR6second gust) 1
(draddriian MC-Ceri Ext -1464t Il2,prialor�(1I) PI 1 it 2 t 5&6,Exterlh�5111;BAN 1-44g;( ite86.5
.; ,�poMp,S
;cantilever left and nght e�osed;end vertical left and right dpdm,;C-C for members alp forces&MW l.
FRS nor pawdsshave, ,N ............
�
Lumber DOL=LSo plate grip DOL=1.60
3)This buss has been resigned!for a 100 pal bottom Chool live load nonconcurrent with any other live loads.
4)-TMs truss has been desgned our a live load of Mapsf an the Doeom chow In all areas where a rectangle 36-0 van by 2-0 0 wide waif3938
III between the bottom chord and any other members,with BCDL=1oApal. = *:•
5)Refer to girders)for Voss to three connections.
6)Bearl,at jam(s)5 considers parNlm to gran value usin,ANSUTPI t angle to grain formula. Buildng designs,swum very capati
01 bearg su tice,
7)Provide mechanical connection(by others)of buss 10 bear,plate capable of wiMstanaing 1W lb uplift at fall except U1=10)1=188 iTE :
6 )N nnStantlard dam,condition. Review requires. �iO�ICO,Q.'
9)'Sond rigid pllchbmksaam fixes hems'Member e1M Ibmy model was used In the aralysis and design of this thres, i� S
8ONAt %%
%
FL Cert. 6634
December 30,2014
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LOMING(psl) SPACING 2-0.0 CBI. DER. In poo) Utlafl Utl PLATES GRIP
TCLL 20.0 FIZZ. 1.25 TC 0.80 Ved(U) -0.05 4] >999 240 w20 244/190
TCDL 7.0 Lomhw DOL 1.25 BC 0.61 Vers(R) -0.11 4] >989 180
BELL 0.0 • Rep Sues Ilfr YES We 0.08 Horz(TL) 0.01 3 we we
BCDL 10.0 Code FBC2010ffpbd) 7 (IAar1x-Ng Weight 631E FT=20%
LUMBER- BRMING
TOP CHORD 2x4SP Not TOPCHORD Structural wand sheathing dirsctiy appled Or S1-15 oc pfi ins.
BOT CHORD 2x4 SP Not BOT CHORD Rigid ceiling d9aetly applied or 10a b oc seeing.
WEBS 2x4SP No 2 MITek recommends Ilial Stabilizers and required cross Erni g
WEDGE be IruWlletl tluring truss eredlon,In accordance 1MM Stebllizer
Left:2x4 SP No.3,Right:2x0 SP No.3 Installation uitle.
REACTIONS. (11trie e) 1330AAeMeNcel,3=530.m-58
Max Herz 1-229(LE 10)
Max Up Ift1=191(LC 12),3=191(LC 12)
Max Gmv1=589(LC 17),3=SBe(LC 16)
FORCES. (Ib)-Max.GOmpJMax.Too.-All torose 250 Out or leas except when shown.
TOP CHORD 141=416M462,11-12-5Ml77.2-12- 3W197,2-13=435497,1314=d 1 T7,
310=A6]/462
BOT CHORD 1-15s-213D305],4-15=-20/394.4-16=20394,3-16_2137305]
WEBS 2b-=76
NOTE&
2)wind:ASC reef ;Vult=11300mph bear,
alguap vase-ldesign.
mph;TGDU.2psf;BCDL=3.OpsC h=25f1;117159;L�4R mve-An;Cat.ll; %"% N AN 2j2AA
Exp C;End.,GGpk018;MWFRS(direcfi0rel)and C-C Exledor(2)0001030-0,Intedohl)3-0-0io 7-2-0.Exhrior(2)7-2-0W102-0 Q� ........... �e AIS
zone;confiner left and night exposed l erdvOkcal leaand rgMexpwed,O-0 for members and forced&MWFRSforreadlonsetown; 1J,2N:'�CEN '•.%
Wmber DOL-1.60 plate grip DOL-1.60 .� V �->
3)This tense has been designed for a 10.0 pill bottom chord INe load norvmsunent wird any other live tones. ` 3939
4)-This imss has been designed for a Ilve load 020.0pd on the bottom chord in all areas where a rectargie 36D or by 2-0 Woe MIC.k
fit betewen the bottom chod and any other members,wird BCDL=10.Opsf.
5)Refer to gfrdegs)for Imes to Puss connections. 7
6)Provide mechanical conneciier(by Ohara)of turas to beam,pate capable d"notending 1001E uplift at long,)except pt=lb)1=19C jT¢C
3=191.
7)'Seml-rigid pltcMreeks Win fixed heels"Member and fixiy modal was used In the analple and dasignol this Puss. �0..
iA�gS;ONA;E�`O�
FL Cert. 6634
December 30,2014
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LOMNG(psf) SPACNlG- 2-0-0 Cel OEFL In goc) Meet Ud PLATES GRIP
MILL 20.0 Plate Gdp DOL 1.25 TO 0.60 Val(LL) -0.05 4) a99B 240 Mr20 214/190
TCUL 7.0 Lumber DOL 125 BC 0.61 Ved(TL) Il11 4) x999 180
BCU- 0.0 ' Rep Stress nor YES WB 0.08 Horz(TL) 0.01 3 We We
BCDL 10.0 Cade FBC201 GTP 12007 (Math-M) Weight 6316 FT=201s
LUMBER- BRACING-
TOP CHORD 2x4 SP Not TOP CHORD Struduml Most sheathing one*applied 01 S1-15 do did,.
BOTCHORD 20SPN0.2 BOT CHORD RI9ldce111rg 0.1y applied or to"..among.
WEBS 2x4 SP N0.2 MITek recommends that Stabllizers and required Groes bm 1w
WEDGE be imAaIAI during wes AscNon,in Ax.ma..AM Stabblzsr
Lot 2x4$P No.3,Right:2x4 SP No.3 Ins
mlladon 9ulde
REACTIONS. (IWeize) 1=53011v1echanloo,Mn"sdmnicel
Mex Hmzt=-2 (I-C10)
Max Upllfll=19RI-C 12),3-191(LC 12)
Max Gmv1d89(LC 1)I,3=689(LC 18)
FORCES. (lb)-Max CompMax.Ten,-All fomes 250(lb)or less except Men shown.
TOPCHORD 1-11=80N182,11-12=-SOB/i)),2-12=i3M19),213=435119),13-14=-508/1A,
3-14=-88]/182
BOT CHORD 1-15=-213)/305],4-15=-20139.4-16=-201381,348=-213)Ca05)
WEBS 21Qx76
140
2)Wind:ASCE 7-10 Vu11=ds have 130mph(3-aemnd Wan Vasdh-101mph;TCD"2pat BCDL=3.Opsf;M1-25f1;B-,IM 1-24f;aave=4fl;Cal.11; ,,�45TgP�j
z�e mmneveCX ad rig�eRxpossal.end ve)rlicel hitt ara BMesposed;C-C for members and forces 8MWFRS formactons an.. `.`,Z,� '.GENy�eq d�•�
Lumber DOL=1.W pule grip D0L=I,W �� V
3)This turas has been designed for a 10.0 pal boVOhn oON lh w load nonconcurrem Mh myoffer We loads. 3938
4)•This truss has been designetl for a Ilse load 0 20.Opaf 0n the bottom MOM In all areae share s rectangle 380 or by 200 wide MIC }
14 between the bottom More and any other members,with BCDL=10OFA. _
5)Refer to girder(s)for Wes to truss connections.
6)Provide m wank, l cOrrmeon(by others)at it=to hearing pate capable of MlMtanding 100 to W141,al ldrH(A except Qt=W)1=191:
])'Seml-rigidp ramseM Mmfixed M1eels'Memba endfiery model was used Inthe anatyais and design of this tries. 0 •.
FL Cert. 6634
December 30,2014
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LOADRGIpffi) SPACAi 2-0-0 CSI. DEFL In 'no, VOeB VO PLATES GRIP
TOLL 20.0 Plate Chip DOL 1.25 TC 0.130 Vat(LL) -0g
0T =1 240 W20 244890
TOM 70 Lumber DOL 1.25 SC 0.131 Val(TL) -0.11 4-0 s999 190
BOLL 1,.b • Rep Some!nor YES We 0.09 Hopp(TL) 0.01 3 We We
BCDL 10.0 Cale FEC201MPI2007 (Metro-M( Weigh:8311, FT=20%
LUMBER- BRACING-
TOP CHORD 2x4SPN0.2 TOPCHORD Structuralwood shea0lrg diumly applied or Sl-15 oc pudlre.
BOT CHORD 2x4 SP No.2 GOT CHORD Rigid calling directly applied or 10-00 oc bracing.
WEBS 2x4 SP No.2 MITek recommends Inst Stabilizers and mWred cross bracing
WEDGE ba Ina(alI ph lrumsemmon,In ncnalence with Sell
Left:2x4 SP No 3,Right 2x4 SP No.3 Iromllaft aide.
REACTIONS. (Iblsize) 1=530N-S8,3=530.MIechanlcal
Max Hort t==22%TC 10)
Max Upllfll=-191(LC 12),3=-191(LC 12)
Mex Gmv1399(LC 1T).3=589(LC 18)
FORCES. (lb) Mex CompAWw.Ten, Aimma*250giftorlessansptwhenshosm,
TOP CHORD 1-11=980492,11-12-5 l& ,2-12=41419),2-13=435/19],13-14=-5 !0-1,
3-14=887/4132
BOTCHORD 1-15-2137=5],4-IS--20/394,449=201394,398=-2137MO5]
WEBS 24=(Y3n
NOTES
) rrar7 �a3mn( sd i��h;2wASCE 7-10;Ikeloads
ae gust))ionsalvsaopTCDtr4.2ps1;BCDt=3.opmf:1,45n;B-45n:Ls4rc:eaetl Cat It ,�0�-T`Tp,$
EV C;Erl GCpi=0.i8;MFRS(tllreplimm and C-C EAalor(2)0 Y W 30-0,Inteda(1)5040 to 7-2-0,ENeda(2i 7-2-0 to 1020
.,%e anuleverleg and light exposed;endvermallmaMngMeximettC C formenmers mum.&MWFRS fpr reamone efteem;
Lumber DOL=1.BUplategdp DOL=1.80
3)This trues Ina,been designed for a I OC psi bosom chord live load WMMWmlenl min any other in loads. 3938
4)'This dues nas been designed for a live load of 20.0fnf on the bottom mord In all areas a mere a rectangle 343-0tall by 2-0-0 wide WIC♦ ;•
fit between the bosom chord and any other members,mm BCOL=10.opa1.
5)Refer to g uderts)for truss to truss ocnmmmilons.
8)Provide bnmbsmlcal cmneclion(by others)of have to bearing plate capable of wimserdimg 100 to uplift atjoinf(m)enopt Qt=Ib)1-=19;—_
3=191.
T)•Sembrigid pitmbbod s mlh fixed heels Member end tltlty model was used In me analysis end design of this more. S O •. �/;
1",4 vs... O. ....
p44g;ONA;E?44��
FL Cert. 6634
December 30,2014
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Plate Offsets(%Y4- 13'61-100 EI
LOADING(psN SPACING- 2-60 M. DEF1- In floc) VoleX VO PLATES GRIP
TCU 20.0 Plate Grip DOL 1.25 TC 0.80 Velt(LL) 0.09 410 >9W 240 MF20 24G190
TCDL To wmWrOOL 1.25 BC 0.80 Verl(n) -0.14 4-10 >999 180
BCU 0.0 • Rep Stress Iner YES WE 0.09 HON(R) 001 1 No we
BCDL 10.0 Cape FBC201WPMU (WMx-Ng Weight:63111 FT=20%
LUMBE& BRACING
TOP CHORD WSP No.2 TOPCHORD Swduml wane sheathing directly applied on 5-2-12 m purlins.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid celing capacity applied or 1600 oc Imidng.
WEBS 2x4 SP No.2 -Tax remmmentle UWI Stabilizers and papula cress bmdrp
WEDGE be Inao".tlu0ng wsa erection,in eccoMaroe xx Stablll2m
Left:2x4 SP No.2,Right 2x4 SP No3 Insta"allon ulde.
REACTIONS. (IWsize) 3=534M1achenicel,1=527/ 3E
Mex Hou 1=22)(LC 11)
Men UpIB13=-194(LC 12),1c187(LC 12)
Max Gmv3=590(LC 18),1=583(LC 17)
FORCES. (lb)-Max.CompJ .Ten.-Alllort 250gb)mlessexcept Mfi shl ,
TOPCHORO 1-11=40E&S22,ii-12=-514/1 B0,242=-0d3210,2-13=-9M209.13-14=-52&189,
at4-86aa41
BOTCHORD 145=-i]W2828,4-15=-251405,9-18=-25/405,3-18=-20 812 9 81
WEBS 2L--1]/.181
NOTES-
2)W intlA SCEr710 ,Vullt=l mph(3an wesidemd for this design.
sacond gust)Ve0=101 mph;TCDL=4.2WI;BCDL GW;h2Sft;B45ft;L24tt;save-_4X;Cal.II; \ q'24I4�
Exp O;End.,GCpb.1M MW nog2)FRS(diredumal)and C-C Exde0.0.0 to 30-0,Mterbpp)3-00 to 7 2-0,Extetlm(2)7-2-0 to 10-2-0 \\ QC,�
zone;cantlaor left and righ,exposed;and vertical let and right e%poseQO-0 formembers and tomes&Mfor readlons shown;; ,2. . CENS••ey
LumWrDOL=160peegrfp DOL=1.W : 'x
3)This mass has been designed for a 10.0 psf bottom client this load noncoxunent with any other Iles roads. 3938
4)'This trees has been designed for a INe lead a 20.DPe on the Whom chord In all areas where a redengle 3430 MX by 2-60 wMe MIC
fit between the baro.chord and any other members,Win BCDL=10.0Wt,
5)Reler to girders)for muss 10 Buss Connechms. '
6)Prove.mechanical tonnedim(ny deters)d truss t0 bearing pate CaPabled Wftexamilm,10016 uplift.1 joint(s)expepl 01=1b)3=1 •• ;a�
1=187.
7)'Semi rigid ptchbreaxs Win fixed Wels'Member ere flxlty made was used in the analysis and deelp of MI.was. ���,•.� P ��(!/,C
too woll%
FL Cert. 6634
December 30,2014
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nue. Trees Type Dry 1 Ply Hoeomen weamoe
T6]4aM
JIWa. me GABLE 1
JCL Relererca
Mnnly pultlinp auWlla. 8eM•drvile Fl 1600a$W2320NµTek IzUEn J Mb.W:5]: E Gg t
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11,0
11bU
LOADING(pap SPACING 2-0.0 CSL DEFL In (roc) Udell Ud PLATES GRIP
TCLL 0.0 Rate Odp DOL 1.25 TC 0.08 Vert(LL) Ne - We 1✓W MTO 24N190
TCOL 7.0 Lumber DOL 125 BC 0.05 Vert(TL) Ne We 999
BCLL 0.0 ' Rep Stress Iner YES we 0.08 Hor2(TL) 0.00 ) We Ne
f3CDL 10.0 Cade FBC201NTPI2007 (Manx) Weight:Bent FT=OX
LUMBER- BRACING-
TOPCHORD 20 SP No-2 TOP CHORD SW.W.1 xwdsbeathing dVsctlyapplled m6-0-0 w purges,
BOT CHORD 20 SP Not SOTGHORD Rigid cellm,drectly applied or 10-0.0 oc bracing.
OTHERS 20 SP Not MITek rewmmentla Mat=m m and requiretl crosSb only
be inasiletl tluring)roes eredlon,In aaordande velh Steblllear
IrplNlallon gbid.
REACTIONS. Allbeedngall-30.
(lb)- Mex Hoa 1=188(LC 10)
Max U01111 All uplift 1001,press allouds)1,)except 11=135(LC 12),12=150(LC 12),9=-135(LC 12),
8=150(LG 12)
Mex G. All mardarve 260 lb or less at)dnds)1,7.10.11.12.9.8
FORCES. Q,) Max ComplMax.Ten.-All forces 250(Ib)or less except shen abbe).
NOTE&
1)Unbe elped roof live bads have been..Id..d for this deslge.
2)Wind ASCE 7-10;VOW 30mph(3-second gust)Vasc lof mph;TCDIa4 2psC BCD1=3.0pd:h-2Sft;13,1511;L44ft;save=21b Cal.II;
EV C;End.,GGpi=0.18;MW FRS(dem,llonal)and C-C Comer(3)0.00 to 3(Y0,Exteri 3 00 to 3&8,Gomer(3)5 ell to 8-08
map;Cantilever left and right elmoseb;end vertical lett antl right eepaxi C for members and forces&MW FRS for reactions sw.;
Lumbar DOL=1.60 plate grip DOL=150 \\ p\OI111I Ap
3) True designed for wind leads In Ne plane of the Was only. For shirts exposed to Mnd(normal to Ne few),See Standard IndustryCable End \\ 22I
4)All plass are 51s sa x4 MT0unlpess othervArminult dicaatetl,ullGing designer as per ANS14P11. ,,,,�0.\PCEN•q�e/////
d.
5)Gable earl continuous beltom chord bearing. :0."N•V� S ••.9 i
6)Gape studs Spacetl at 2"00.
8)-This nusrues hns been dabeen mretli�or a live lead of 200ps roll lip Wltomexual nChord Incl areas mith whe„a aer feeloands.morangle 36o tail by 240 all Wilt *;• 3938
fn between the bottom Mord and any other members, C
B)Provide smoly nlcal connection(by others)of miss to beefing plate capable of WNatanding 1001,uplift at joint(s)1,)except Utd,) •��
11=135,12=150,9=135,0=1 W.
10)'Semi rigid pilchbrem
aks Wih fixed heels'Member and fixity MxAel Was used!In the staffers and design of Nis truss. O.• ATE
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FL Cert. 6634
December30,2014
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Job Truss To..Type
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3d9
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San 12
1
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LOAMM(PS" 11 SPACING 2-0-0 CM. DEFL In Quo) Vdad UB PlATEB ORM
TCLL 20.0 Flats Grp DOL 125 TC0.28 iL)VarV-1111)) Ne - he 999 Ii 24N 90
TCOL TO Lumber DOL 125 BC 0.11 VialNa - rife 999
BCLL 0.0 ' Rep Slread]nor YES WB 0,00 Haz(TL) 0.00 3 nla We
BCDL 10.0 Coda FB=1=PI200] 0"ifth4 Weight:12 to FT=201S
LUMBER- BBACINO-
TOP Ct10RD 2x4 SP Not TOPCHORD StafdUM1 wood ShMOblg dins appllad or 3S8 m purluts, adept
BOTCIIORD Pall SP Not axl yetib is.
WEBS 2x4SP Not SOTCHORD Rigid asifing directly applied or 10-00 oc bhadre,
.'Tax recommends"let SlaOfiizers entl required Wow bredng
de imd lied during truss aecfion,In ermhdenas MIM1 StaNller
IMSallatim aide.
REACTIONS. (IblslM) 1=107/368,3=107/388
Max Hors 1�60(LC 11)
Max Gpli"1—38(LC 126 3=-41(LC 12)
FORCES. (Ib)-Max ConplMax.Tan.-All forces 250 gb)or less except Men shoym.
NOTES
1)Wind ASCE 710;Vult=130mph(3-seoaM gust)Vadi 01 mph;TCDL=4.2pt SCDL=3.0pst;h=258;B=45";L24f;eave=2";Cat.II;
Exp C;End.,GCpl=0.18;MW FRS(dradione)and FC Conni tare;Cantilever left and right eNlosed;and vertical le"and right
Wgrassd;C-C far members a1M forces&MFRS for reactions shown;Lumber DOL=1.80 plate grip OOL=1.60
2) Truss designed lanyard leads In the plane of the Shaw only. Forstudsexpasetlto Mnd(dormertotheface),see Sa adlr stry
Gable End Detals M addlced ,or Conduit qualified building designer M per ANSI?PI 1.
3)Gable requlres Commodore bottom chord beading. ,&UEI1Ilgyz
4)Gable Spuds Spidivel at
5)This
hahas s Deep E2�0igetlroaa0 goad oV 20 road
Opsff onlive
me bottom chord In allereMa xlleleother
alive
rectan9 36o
My by 200 wide Mn ��`,>,pP'r,"A A491.
fit Wander,the bottom chain and my other members.
7)Provide meChamdirues
nical cneon(by Where)of tto bearing plate Capable a almstandng 100111 uplift at 7dnl(s)1,3.
8)'Seml-rigol pitenbreaks with fixed heals'Member end fixity model was used in pie analysts and design d this trss. *.' 3938
f T
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FL Cert. 6634
December 30,2014
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LOADINe(pal) SPACMO- 2-00 CSL DEFL In gsc) lMefl NdPLATES GRIP
TC 200 Plate Grip DOL L25 TC 0.19 VM(LL) 0.01 b] x900 260 MRO 261/190
TOOL 7.0 Lumber DOL 1.25 BC 0.09 Vwl(TL) -0.01
WI-1- 6-> a98B 180
1- 0.0 ' Rep StasIco
es r YES WB 000. Hov(TL) 0.00 2 Na Ne
BCDL 10.0 Code FBC2010TPI200> (MMdx-M) Weight 181b FT=20%
LUMBER- BRACINe-
TOP CHORD 2x4 SP No.2 TOP CHORD Stmcturel Yrood sheathing directly applied or M-8 oc pudlns, except
BOT CHORD 2x4 SP No.2 els Verses.
WEBS 2x4 SP too.2 BOT CHORD Rigid calling directly applied or 10-00 oc bmdng.
MlT-'-0mmenda Iael SrebillYers aM raTulred crone bracing
be ftem"etl dudr'g tars erectirn,In accoNance wain SreMlizer
Inarellatlon U1
REACTIONS. (INaaze) A=102ttaeLhanlral,2�660&6
Mex Hoo,2=89(LC 11)
Mex U0i14=34(LC 9),2=146(LC 12)
FORCES. gb)-Max.Canp.11Wx.Ten.-Allfomes25006)orleas except Man shown.
TOPCHORD 2�256g31
BOTCHORD 2+L--266264
NOTES
1)Wind'AWE 7-10;VUIt=1301hph(3-3econd gust)Vasd=101 mph TCDL-C.2pef;BCOL3ced;h=25ft;8=451;L=241;ewa=4ft;Cat.II;
E,C;Enc1.,GC14�.18;MWFRS(0rec1lrna1)entl C-CEAed (2)9d-11101-55,Inledor(1)1-55 to 3d-12 Yalle;cdnllevar lel entl
rightexposed:antl vesical left antl dght exposetl;C.0 for members wad forces 8 MFRS for reactions shoem;Lumber DOL--1.60 plaza
SHIP DOL=1.60 \\\111111/
3)?Thi truss has owere has been ndesigned!fned ear d Ivemad of 20.OpNr hollorn Nonrthe bottoload mKcordaln all areassmeno ather l rectloans
ngle 36-0 real by 200 Mde aril ,p``, PS,'4•• �<A/'�,
In masseur the bosom choml and any other members. p )O • CEN
4)Refer to gimegs)for Huss to BUaa connections. ��`(';•V\ S•••.;9 i�
5)Parade meclanical connecl0n(by oNem)of truss to bear ,pieta capable of wffeanding 100 to uplift at folN(s)4 except at-lb)
2=146. ` 3938
6)'Saint-hgn Atchbreaks WIN fixed heels'Member and fifty model ares usetl In the analysis and design of this to as.
AT
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FL Cert. 6634
December 30,2014
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LOADING(Imf) SPACING- 20.0CSI. DER. In floc) novel Utl PLATES GRIP
TCU 20.0 Plate Grip DOL 1.25 TC 0.00 Va0(l1) one - one m9 NIT20 244/190
TCDL TO Wmber DOL 1.25 BC 0.04 Va0(m) we - Na we
BCLL 0.0 - Rep Stress 1. YE3 WE 0.04 HordTL) 0.00 5 Na we
BCDL 10.0 Code FBC2010TPI2W] (Mad") We're:3216 FT=20%
LUMBER- BRACING-
TOP CHORD 2X4 SP Not TOPCHORD Structural woad sheathing directly appiled or SCO ac,Wilke.
BOTCHORD 2X4 SP NO2 BOTCHORD Rigid.111,directly applied Or 10-09 Oc bracing.
OTHERS 2x4 SP No.2 MITas recommends Ihal Slebil -alb required cross b dh`
be Indalle.during Muse erac4on,In aLcodarlLe with Slabl11-1
swou afloo ube.
REACTIONS. All beaMgs 72-1C
(Ib)- Max Hor21-104(LC 10)
Max LJOIX All uplift 10016 or has at foint(s)1,5 accept e=-143(LC 12),6--143(LC 12)
M.G. Nl readlon52501b or less at)dn[(s)1,5,],0,8
FORCES. (Ib)-Max Gomp.Miax.Ten.-All fomes 250(Ib)orlws except xhen shown.
NOTES-
1)Unbalanced roof live loads have been considered for this Owego.
2)Wind:ASCE 7-10;VOW 3Omph(Ssecond Wall Veal mph;TCDl--4.2W;BCDL-3.Ops1;h451n 8=450;L=24h;eave=2hl Cel.ll;
Eql C;End.,GGP=0.18;MW FRS(drecllonaB and C-C Comw(3)2orxc camilever left and right sexpersetl;end vertical left and night
slmosegC-C for members and forces&MW FRS for rescbons shown;Lumbar DOL=1.60 plate grip DOL=1.80
3) Truss dwigmd lot wind loatls in bee plane of the house Mly. For ofutls eXpoea to wind(mrtnal to the faco),see Standard fnduNry
Gable End Dehalls w applicable,or consult qualified buiedrlg designer w per ANSV TPI 1. LUTA IppT4j
4)Gable requires contnuous thottorn dord heading,
6)To imwshae been desigrwtlfor a 10.0 fest boom Mod live load nonconWrmnt with arty other live loads, �-�,'y`y,.(1�PC E N`9<A,4�i�
7)'Thislmsshae been dwignsd loralive loadol 20.Opsl onthehottom chord In all areaswhere a redangle3B-Otall by2-0.Owideegl 'V\ r�p•.9
M between the bottom Mod and any Whet members.
B)Provide mechanical connedeca(by others)of truss to bearing plate capable of wflhdanding 10016 uplift at lolM(s)1,5 except Qtdlg :*t 3838
8=143,6=143.
9)'Sami-find pitchbreaks with fired he le-Member end tidy model was used In bre analysis and design of this thaw.
• ATE :�8:
AN
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FL Cert. 6634
December 30,2014
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LOAUING(psq SPACING- 200 CSI. DEFL In 0.) Open Car PLATt� GRIP
TGLL 20.0 Fade Grip DOL 1.25 TO 0.32 Vert(LL) 0.03 6-9 s999 240 MT20 24V190
TCDL ].0 Lumber DOL 1.25 BC 0.32 VW(TL) -0.O6 6-9 s999 180
BOLL 0.0 AN,Strandlror YES WB 0.05 H.rgTL) 0.W 5 One we
BGDL 10.0 Code FBC2010i TP12007 (Matte-M) Wel 4]M Fi=20%
LUMBER- BRACING
TOPCHORD DB SP NO.2 TOPCHORD Stmduref Yroad sheathing diedly"led or 6U oc OUIROM
BOT CHORD 2x4 SP NO.2 BOTCHORD Right calling directly applied or 100-0oc bracitg.
WEBS 20 SP No.2 JOINTS 1 State at Ann!e
MTex exammenda that StaNSYars and requiretl cross bmdrq
ba Installed duMg Miss arW on,In aaoMarwe wm Stebllizer
Inaalallon uIde.
REACTIONS. (Ithirre) t=34aro-58,5,338c-5E
Max Hort 1=-142(LC 10)
Mex Up1181=113(LC 12),5=1151.012)
FORCES. gb)-Mai.CamPlMsx.Tan.-All 1..250(Ib)or leasexoepl Man an..
TOPCHORD t-2=-28]/140,2-13=d4&1 M,313=-916/179.8-t4=-31]/1]8,4-1b43811]4
BOTCHORD 24-155/426,48=-16N350
NOTES
1)Unbalanced mol live loatls have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Valli 01 mph;TCDL=4.2psf;BCDL=3.Opsi;h2Sft;B=4511;1-44X;aave4A;Oat.II;
Exp G;EMI.,GCpt=0.18;MWFRS(dractioneB and C Extehor(2)0-2-12 to 32-12,Interior(1)32-12 to 4-8-0.Extetior(2)4-8-0 to \1111p 14
8010 zone;cantilever lett and right exposed;erd Wiftbal left afters right expceed;C-G for members and micas&MFRS for readlons
atueenLePate
ioo tl3)mhree nbendepedfor. pit poll.chord rive mad nonmnc .nt WM any Omer IN.Id.. .N\\O�;PS••A• ASB�A�i
4)•Ties bus.has Ibeendesigned for allve load 02(Xapel on thebollom chord to al aresswhere a rectangle39-0tall by2-0-Onidewml 'J��`; \GE Ng••.•'9 �'
8t baleen the bosom chord and any Omer members.
5)Bearing at jdnQs)1,5 considers parallel to gram valve pairs,ANSUTPI t angle to gran tormWa. Bldldirp designer should Verb, 3930
capac,ct b..IN Nunn.. `
61 Protide mechanical connection(by abut)of these to beating plate minable d wthstanding 100It,uplift at I Ofts)except gt=10)1=11 y C
5=115 [TQ•=
7)'Semt-d9id pltchar6axs nim fatal heels'Member and haty model was used In me analysis and design of oris toss.
O.•. TE
FL Cert. 6634
December 30,2014
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rywCaMn pnllly connd.xWr r—Plter-Plater
mi baMp.convJl gxx/IPn ppiny enMW Dee.09una 0Csl wlWrp C[mpn•nl eWay.M EM[Ne.
v'trs.[r o•.r.pej�l...e.r°i:�>a:w�[.a�.a: la:+ip"�wi�h`�re wi:2w°�.[sw.61�"ds%os%ioiTey wlu T.rm..a salams
JM �T, s Is pl, lbbmn WaWnoe
6] 0K
J1WSBe fl101s FIe10Nx 1
JM Belerxce Uanel
kYmmp BUA01np 3uWl'rea. JMa«mpe.FL ]BOUe5y23201e MTY IMuear lrc.TueOc]D W:se'012p4 Peg1
ID:pgkyHlydmElIDY9q-PYBy49SDWM..6_W]eu9cAx9KE%gaVDC M1TyMMPAreI1H619p&
&2d 6<d
Std 32d
NE= Tee, 3.6= SUN.H3B
1 2 3
e B
No 11
eB=
Hry28 NAILED HTU26 NAILED HTUA
6 h ltd
2r4 II
>0 34
3 d 3'2d
mate CaereDLYt— f5 Dd Odell
LOADING(Ial) BPACIHG- 2-D-0 C81. DER. In (ME) VdeR W PLATER GRIP
TGLL 20.0 Plere Gfip DOL 1.25
TO
0.18 Ven(LL) -0.02 5 >99B No MRO 24M190
TGDL ].0 umber DOL t25 BC D'A VImQL) -0.04 45 >999 180
BGLL 0.0 ' Rep Stress lrx:r NO WB 0.32 Norz(TL) -0.00 d Na Na
BGDL 10.0 Code FIEM10/TP2001 (Matrixi Wd!AC 381E FT=20%
LUMBER- SRACI
TOP CHORD 2W SP No.2 TOP CHORD StlucWrel wdral sheathing dIw#Y applied or S69 o6 puglre, except
BOTCHORD 2x6 SP N0.2 mel veMcels.
WEBS 2x4 SP No.2 BOT CHORD RigidcellVg dlrsc0y spplied or 10-0-0oc bracing.
MiTek recommends flat Stabil2ers and required cross offering
DB Intalletl during imsa are tion,In=ordmlce With Stablllser
Installtian ukle.
REACTIONS. gh/t2e) 6=11]4/05-8,4992/0.5-8
Men Hors 6=%ft-C 4)
MNK Up1IMSfi=o99(LC 41,a423(LC 5)
FORCES. (Ib)-Mer.Comp.AAax.Ten.-Al fomes 250 ON oriels except when shown.
TOP CHORD 1-51-5=]13133$1-2=1281538,2-3d1Me 3-4=]13/333
WEBS =617A428,35=41]/1428
NOTE&
1)Wind:ASCE 7-10;VUII=13Dnph(&second gust)Vasd=101 mph;TCDIv4.2psf;BCDL Dpeh h95ft;By45ft:L=24ft;eave--0i:Cat 11;
END O;End.,GCpi=0.18;MFRS(direcuonaB;cantilever left and fight exposed;emI WrRcal left end right Mutt Landar DOL=1.80
plate grip DOIr1.No III11111111IIII
2)Provide adeqt.drainage to prevent far
4)-TMef se has Dean designed!logy a fiveoapond,200pl oHim
r the bottom chord in an amens Area,ather live
Wtmgle&6-o tall by 2-60 Wide YAII ��` OENS�eq�i1
Ill between the bottom choral and any direr members.
11
5)Provide mechanical cohmeml n(by others)of tmss to Camping plate capable of wRhstanding 1001E uplift etldnt(s)except 0=1b)6 499,� •• 3938 ••
4123.
e)"Sent-rigid pBCMreaks WM used heels'Member And Ilxfty medal was used In the analysis and design d Nis truss. -
n Simpson
Use Strang-Tle HTU26(261 Od Gllde611-10dx1 12 Truss,Single Ply Girder)or squealers spaceal at 2-60 w mm.tading
at 09-4 from the left and to 49-4 to mined Wastes)to Pont[arm of WE.Maid � •��
8)Fit off nail no.ashen.hanger is in wmad Win lumber.
9)'NALED"indiWatss 3-IMsal 48'x3')or 312d(0.148'x325')tae-nails.For more delete rotor to MiTek's ST TOENAIL Dmali. AT
10)In Ne LOAD CASE(S)Saturn,bads applieal to the face t Me imas are noted as inns(F)or back(B). ��OT: •ml`s O p, \_��
1OpUnitrmRE.Tli(pft,s.Ced):camber Increese=1.25,Plate Increase=1.25 ,Standard �I�SS,ONA �?G�,,,
Yen 1-3=51,4-6=20
Conoentrereal Lomas(10)
Ven:]_51o(F)8=82e)9=-510(F)10=82(8)11=-535(F) FL Cert. 6634
December 30,2014
Q Pdassell Vwotl IwpwwMv cad R86D Nn286 DN Tema AfA 1HCLIA60 q]PX IiHPBRIYICe ved6 N99498 a®dRe WB.
DWTvdkl W ue MY Win Mllek c«ugclors.Nt�LL3n bdrre)onlYlrr«�Wmwimtlwwnadk I«mMNOW tulregcwnp«�enl.
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elect«./WM✓I�mwienlM¢Yr)d Ra ov«dl sinenreb tteley>«NiNdlla p/dlptlMgel.r«pe�adgddK�ce lepa9q
ItlrlCobl p1.11yconed.iWoaa OalNery.ae[IbnaM tra�✓d.cawai lHal/IRIGAYCMemM.W6d9 vg6CL WIbgCOTpbnenl WW 9eMa EM BMtl.
�s�wreK�wro..n�wL��w'1d:amw�a si�a:.' m�o:e2w�iK�.aMs%oV2oi3MAEse T.ew.FL 3x1w11s
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3
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F No 9b" O 30 .i m - Z
all US g � '�A C3
m �ffin n1, 4Of 3z
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is
amc V 5S S gf ° e J o@S ffi1 5� m,gy 8°,a S o� Y 03£' 1D D
-ao Q $� 3 & n 3°a om 3;3Q E 4l �$' qo 3 3Y' Fm Q N
A s� 8
'^s o� R m g .� m �e aha m � S 3i aa�a o
eQ 30 �c °3o mm if 3@ '3a S Baa a8 5'—oO ca o In
o � dna °n �LE889 Sana a_. o N
= 8g ��: m ma W 30 ° g° aS gg 068 8sq 3m qz` o
n g8 no`+ ?� R'$ $ 8 B g�R � d8Q a N f (�
s8 gA ao _ S R� o_ 3m $ R3 age Ng 03 �� d-
m �a ffi83 z 3 m 1,555 mg m. 0eq ffi� ggo qg p5e £ oO
c
s'� 8 m u s m3Q3 � am spa S a� _ dao 3a a
5 g on nA TO .3 aS,o 9s �a a5 008 c n Q
a fi m a q 90 a3¢ 3 4 q °d �o
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i 8 _4d4� �3
5 m o E. 3 I0 4 q$ a3 ° Y Q �s e'O
= o
y o°
3 O
3 �
8
N
prior to Installation. Otherwise, said claim will be denied LOADING CRITERIA
Roof floor
Tap Chord Live WW 20 Di
Top Chord Dead Load 7 10 1
Bottom Chord Live Load
Bottom Chord Dead Load 0
Total Load 7 Di
F Duration Factor .25 1.00
$
Building Code FK 2010 RES
Wind Standard ASCE 7-10
til Wind Speed 130 m.p.h.
Wind Usage RES. CAT II
Building Exposure C
I�il fZ�, 'I Building Type Closed
NOTE
Co (6) ,w.,v�'re,rex;v.,an»n no m„a.nP,rem,v.sP.wM
i i v �,w,.n.m„n.m,w�I.anmm.m.nw.,wnmwm rm•+
� ,..,�,�»umw.u,remm..+marevmm,nae.xrn.
"II p YvxW&.tiNN sn' o u�mcN ,wnw.
rl CI w'°.p».p .-. i.NMWAb.ren M»M - wICR„B0.5
»'FGa2 '� »wWPp+ba win.+n. anon •;gym,.
vowm.m;rewm+re m+w.n.n em emw.m or m..»a
M.1 sl
Warning:
�� co.ramro,�+r.,dre..rerno.,vea,re�+:rAnr we<mv n,w
a '�i y � ia"man�,.aro�o env»,.��re mn.mwn
�.v.,a m��+•.mo.eaa;+m wM,' m
-- m+xn ..,amara mawlnv.»m�nanaonno�
4 .m»mmn.m n,.em.,nKn mor n.reaN=a 11
nm re..mm.�e.n.na lecsl+n,o,wwm.almommmn
reu e.mamma m.,,,.r¢m.m a.me po,rono.
=gym oySW;re IbMoldaa-o ro+n.ma.^„n,»nom
i1 lB02N) �w sm+e e&ew®n..m.•+F.em me.ml».,.e
Mon , nmlc.rmoarea. �..ao,ma.a.=annam
mem+ma=n.v..,w+.onl
.aP,.:d bu».noM.OY Wlla.r.
li x,+en z:R mmlmum bp.M Le11om moN..
ll..�.»..� Hatch Legen
I E20d
ISI $ 9 FO -11-0 al':'r
PLATE 1911-0 4°
avr n
i @ IPLATE 10.1
Typical Truss Ends
naa�a mu..wAi�onEWil Nrom,.envam»n
I� eI.,onyq. nolo p,... owm.nv=ileon. ;v no noln,
moron,. o®oMeOfnl=iry«n»nm.a+.a
I. rta.oro
na�ollp.T nirenuin in =d;n»+an+nl,
m B 1 tensa
II"==m mw
s
Manning Building
Supplies, INC.
4 mmnMon
nfL9aY
fncson�,
WNNMBSLORP.LCM
TAG R RP.
Glenn Layton Hms
Typical Truss rad Holloman Residents,
31/ /
m
.ENTER BU401ST 15432....BLUEUNX ON-CENTER RIMBOARD 164]2 N.T.S. 12130/2014 JP J1405a5
rior to installation. Otherwise, said claim will be denied. L7U"Loed
TERIA
Roof Floor
Top Chord Li0 Ps.f
Top Chord D0 p.&IF
Bottom ChoPull5-1090 Bottom Cho0 p.&Total Low7 Ps.fDuration Fac .25 1.00
Building Code FBC 2010 RES
Wind Stallard ASCE 7-10
g Wind Speed 130 m.p.h.
Wind Usage RES. CAT II
151
Building Exposure C
Building Type Closed
NOTE
rexpmsOJilY",Me ErAI.Nn]da9w ,.rtNb[I I.
e � r P�re"a nanrons x w"'mn cn lrvrWxx wP�rexlel
Y xer'Bmaniq.5p
ron¢4�%n�w me[Iwn2e p"rpirenl Mb.puma?Pro
EUAM[en app'owl WV MywlpnorlM laDl'rcabnmeO ny Ne
�� "m?ewwry Swpre¢1¢a rrvxx nd"�2n.n.wrron
mvNnrca en Nmlelbllru+�xMMOrn W1CA 1.1995
(mlion¢60 eN 1p).RttarcOiply.M1dulaimx my
ra+ro"¢lurvu.m,ma ma[oM1n,r,[r""da¢r9".aOf efee.
em,,,r[m.oawlre ma I,M1 O. "a"eea[,re o1lro---
nwrwMlurt]OyMamWpBurld?5upp'ie¢. _
Warning:
Paa" ,M,M M¢ ,a,e M1tlarM la
svel:MK,wnal aEr[e re3.rdM axN"n.rennp vM[Ir p
.M.v¢ra9m,.e m pbreM br,"'e aro aommm"9 arm?
ar.[Nol,ara p.,marem one?.,nrm M1+r a rapine M
B(e) `j I xexee, pp,[.N""x.sev'Bren?w'ooa nu¢. -'O'vrwy
2A5 cy unmm,"a„eary""x'.cG I fQ)bnwnv.rmm—.
Tuvex xren m rnw4W In a unpin i..W gslEw.
Ofe they
bapgrev Gvclly to Ma lop v.LL6.YYbm
dqn tlnynuN IMreMbe'wYlr maore0 un Wv?
n to prerenl WmeW o.(anion&mlury.
a ApprowE Inn nreM1ae EY Ou11Ja[. _
:..nlmnon mp.aa panaro m,.w.
GO—Wil anm.M1a•.
u �
Hol sw
pVARIE
axQ 8
I 02(2)
DRG.
NalK
uo'Mwamm�ae
Hatch Cessna Typical Truss Ends
q PLATE 20-11-0 Aro a. e
gff
el oI1M1l[Nu IayW la rcaaeW Chan Iennbn m
PLATE I&11-0 pa�mvamrA?aM1¢,Plm.v o.ama"a.,al.rnla"v.m eaa"M1e
[nau" Mllm 1.111u r PLATE 10-1-2 I:y n�.a ft The Irasee, he bo. r"a[a•„mza,.mr m.¢
u Ha>Me ar'._
or:
-,Manning Building
P2rX12014
Suppliasr INC.
]1190PMP,e FL3 or.EJxF¢wMM R]RYfe Pl use)a'a.eaaFm(0Y)N iaa1WAV/MBBCpIMPms
dence
BLIJOIST 15432....BLUELJNX ON-CENTER RIMSOARD 15432 JP J1406M
All claims for error or defective material must be made within 5 days of receipt of goods and
a0-00m
FELE COPY 658 2/-0000
m
2
III
. r
II g
II
A02(4)
333 u
bM2] 3
F05g1 -
„ II
II I�
41 BP01 Ili
BPOL.' �u
ADq
II
4 08(8) BPo1 �l
Q II
Y) BPo1 m
.`0 ----------- ------ - Alii
_— +1 i Iii
i I s
2(4)
-- o
0
III
_ II
n
n
1ADS, II
u
600
<-0800 60600 40600 22-0000
40-00.00
I
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....SLUELIN%ON-CENTER-LVL 15361...BLUEUKX ONJ
All claims for error or defective material must be made within 5 days of receipt of goods and
e000-o0
FILE COPY
DOB
2 G03
gg GOS
W W
7 F
I
i
DON
4 1 D07
C i
4
f
13-05-00 BAS-00 1d-01-00
FLORIDA PRODUCT APPROVAL CODES:MITEK PLATES 75478....SLUELINX ON-CENTER-LVL 76754...SLUELIKX ON-B
Builder: Job Information
Glenn Layton Hms Job#: J140588
3787 Palm Valley Rd Ste
Ponta Vedra Beach, FL 32082 File#:
(804)758-4380 Salesman:Scot Burney
re S) Designer: NULL
Manning Building Supplies PAGE 1
Jacksonville, FL 32256 jaxtruss@mbs-corp.com
Holloman Residence Phone: (904) 268-8225 ' Fax: (904) 260-2981 .Report and Delivery Date
DATE 12/30/14
Lot 31 Atlantic Beach Drive Del. Date:
Atlantic Beach,FL Cover Sheet
FILE COPY Truss Level:
PROFILE OW PITCH BASE I CIA LUMBER OVERHANG CANTILEVER STUB CIA HEIGHT
PLY TOP BOT ID SPAN SPAN TOP BOT I LEFT RIGHT LEFT RIGHT LEFT RIGHT
®���[[II 1 4.00 0.00 401 19-0500 1996-00 2X42Xeo1-0S09 10.0440
4
-619�(� 8 4.00 0.00 402 19-0500 1995002%42X401-0&09 03-01-00 10-07.11
GJ^11 2 4.00 0.00 403 09-11-08 0511-08 2%42X401-0&09 060508 0108-13
.!� 4 4.90 0.00 A04 0511-09 09-11-08 2X42%401-0&08 060.508 0401-11
® 1 4.00 0.00 Aos 150990 150990 2X42%801-06-08 03-0100 109900
1 12.00 0.00 Bol 010508 03-0998 2%42X401-06-08 051001
tl a 1 12.00 0.00 802 03-09-08 GMG-08 2%42X401-06-08 10-03-00
® 2 4.00 0.00 001 07-11-08 07-11-08 2%42%4 02-09-09
9 4.00 0.00 002 07-11.08 07-11-08 2X4 2X4 0102-01
® 2 12.00 OAO D01 05-0508 050908 2%42%4 0909-05
4 12.00 0.00 D02 05-0508 054508 2%42X4 10-02-61
® 1 7.00 0.00 E01 21-00.00 21-0600 2X42%4 0801-12
�I® 6 7.00 0.00 E02 21-0000 21-00.00 2X42%4 0805-13
/I� 2 7.00 0.00 E03 21-0000 21-0000 2%42X4 W-05-13
.,fill 1 7.01 1200 EN 2 GM 23-00.00 2X412X4ki 1 09-0513
20ty 7.00 1200 E05 2300-00 2100.00 2%42%/ 08-05-13
® 1
2Pty 0.00 0.00 FG01 05-10.0D 05-10.00 2%42X4 01-08-00
® 1
2P 0.00 0.00 F002 05-I"D 05-10.00 2%42X4 01-08-00
m
2Pty 0.00 0.001 FG03 I 011090 I 05-10.00 2%92X8 01-0500
® 2
2Pty 0.00 0.00 FG0/ 031600 05-1000 2%42X4 01-0500
® 1 12.00 0.00 Gel 11-0500 11-0500 2X42%4 0502-03
9 12.00 0.00 G02 11-0590 11-0590 2X8 2X4 040548 01-0508 07-07-03
T 2 12.00 ODO G03 11-0590 11-0590 2X82%401-05-08 01-0508 07-07-03
m 1 12.00 0.00 G04 14-0400 14-00.00 2%42X0 I 07-0'7-02
Glenn Layton Have
Job#: J740588
3787 Palm Valley Rd Ste
Ponte Vedra Beach,FL 32082 File#:
(904)758-4380 fens Salesman:Scot Burney
Designer: NULL
Manning Building Supplies PAGE 2
Jacksonville, FL 32256 jaxtruss@nibs-corp.00m
Holloman Residence
Phone: (904) 268-8225 ' Fax: (904) 260-2981 Report Date
DATE 12/30/14
Lot 31 Atlantic Beach Drive Del. Date:
Atlantic Beach, FL Cover Sheet
Truss Level:
PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT
PLY TOP BOT lD SPAN SPAN TOP I DOT LEFT I RIGHT LEFT RIGHT LEFT RIGHT
® 1 12.00 0.00 GIM 14-0100 14-04-00 2%42X4
m B 12.00 0.00 G04B 14-01-00 14-04-00 2%42X4 07-007 2
m 1 fIZWOM
G05 14-04-00 14-04-00 2X4 2X4 00-02-00 O]-0]-02
1 GOB 11-05-00 11-0500 2%42X4 0&02-032 H01 03-0B-08 030808 2X42X404-O6-00 01-0&13
2 H02 0800-08 034809 2%42X401-0800 M-05-13
® 1 "I 09-04-00 09-0400 2X02%4 03-07-0]2 12 0 ,00 0&0903 2%6 2 X 4 050800
® 1 R1015 08-04-00 05.40 2X42%6 01-1809
FLOOR OTY DEPTH BASE CIA END TVP INT BEARING CANTILEVER STUB
PROFILE PLY ID SPAN SPAN LEFT I RIGHTI FLE LOCATION LEFT RIGHT IEFT I RIGHT
®
01=1
1 1 14 BPo1 a1-0e-0e o1-0s48
01-0e-0o
® 1 BP02 03-10-00 IXLto-00
FE 3
o1-oe_oo F 3
1 BPo3 01-0412 01-04-12
®
01-00-00 1 BRIM 02-0800 oA0808
ATTTTTfs 01 C 3
LV_LJ_LJ.L 1 FOI OF01 B-0800 OBO&00
® 01-00-00
2 40&10.003
�r 3
0810-00 0&10.00 L�
® Oi-08-00
2 Fos 20-06-00 20-0800 03-0d-00
® 01-08-00 C 3
4 84 F 17-02-00 9-02-00
d FBS
01-08 -0&
00 K: 3
19-09-00 tBOB
® Oi-0O-W
8 F08 18-09-08 19-09-08 0807-04
01F07 3
8 FO] 24-05-00 2405D0
01-08-00
® 1 FOB 05-08-00 050900
® 01.08.00 C 3
1 F09 05-10-00 OStO-00
ITEMS
QTY PLY ITEM TYPE SIZE LENGTH NOTES
FT-IH-16
Y r
Glenn Layton Hms Job#: J140588
3787 Palm Valley Rd Ste
Ponta Ved-Beach,FL 32082 File#:
(904)7584380 (8nS Salesman:Scot Burney
Designer: NULL.
Manning Building Supplies PAGE 3
Jacksonville, FL 32256 jaxtruss@mbs-corp.corr
=Beach, FL
Phone: (904) 268-8225 ' Fax: (904) 260-2981 eport and ;Date
DATE 12/30/14
Del. Date:
Cover Sheet aid
russ Level:
ITEMS
CITY PLY
L ITEM TYPE SIZE LENGTH NOTES
8
5 H. er HGUS 2
13 Hamer HTUZB
10 H.,.r TIVN22
3 Loose Material mCENTERe LVL 2.0E 1 WE x M'20 WR ular BM-1
2 t.aose Materiel -CENTERS LVL 2.OE 1 WP x 20"2`00 R alar BM-2
2 Loose Material -CENTEM LVL2.0E1 W4'z20"22-ooLOR alar BMS
2 Loose Materiel mCENTEM I.M.2.0E 1 WP x W'22-DOLOR ular BM4
2 Loose Material wCENTERe LVL 2.0E 134•x VE 2&0090R ular BML
2 Loose Malenal anCENTENO LVL 2.0E 1 WP x 20'28-00-W R ul& BMS
MANNING BUILDING SUPPLIES Joseph Parker 12P0720/4 1030 AM
11155 Phillips Parkway Dc E NOT SET Jacksonville Fbdds 32256 904-268E225
Dome Sizer-02014 BlueLinx Corporation Version:15.0.0.14
Project: J 14-0588 Hallman Res,
UMark sage: BM-0 Floor Beam FILE COPY
Usage: BEAM Repetitive lncr: Yes
Max Deflection: LL U480 TL=L240
1/2" 5 3/Y
50psi 6
16'2 3/4' 3'71/4' t
1
LOADS Project Design Loads:Flocir.Uve= ead=10.0 psf
Live.Dead Ld(0 Live Ld(U Location'
i Sha cSlart gEnd Oscan ®End LDF S M Starts Ends Additional Into
1 Un'rfam(D 55.0 44.0 7 % 0 0' 1 1 FLOOR
2 Uniform(plf� 127.0 0.0 90% 0 0 19'10 WALL
3 Span Carred(psf) 37.0 24.7 125% 0 9 19'10' 21's c.(SW.0.0112)-E02-E03
4 Concenvated(Its) 840.D 567.6 125% 0 18'03/4' ED4
5 Concentrated(Its) 3791.0 2561.5 125% 0 19,10' ED5
Uniform(plq 27.72 0 0 19'10' Self Weight
'Dimensions measured from left and when spank le 0,otherwise,from left end of the specified span.
SUPPORTS(IbS) 1 2
Max Reardon 4432 12818
Min Reaction 1234 5379
DL Reaction 1971 5379
Min Bearing 1.57 3.71' [Based on bearing stress below]
End Stress(psi) 750 630
DESIGN
Actual Span Location Group Allow LDF Ratio
VQbs) 5550 2 023/4' 41 24938 125% 0.22
M(ft-lbs) 18803 1 16'2314' 41 106125 125% 0.18
LIRn(lbs) 4075 0 IT 42 13781 0.30 See Note
mlengbs) 12284 0 16'23/4' 41 18191 0.68 See Note
LLDeg(") 007 2 3'71/4' 43 0.18 2111245
TLDeO('1 0.05 2 3'71/4' 43 0.36 2111389
USE: onCENTER LVL 2.0E 1314"x 20"3 Plies Grade,Depth,Plies selected by user
onCENTER® LVL by BlueL[nx
NOTES
1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports.
2.Provide full depth lateral support at all hearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support
3.Allowable negative moment is calculated based on betlarn edge laterally unsupported between hearing locations.
4.Analysis valid for dry use only(less than 16%moisture content).
5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services.
6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.
Therefore.when reaction values are required,use Max Reaction trom'Suppms section above.
7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Suess);support material capacity shall be verified(by others).
8.When required by the building code,a registered design professional or building official should verify the input loads and product application.
9.This engineered lumber product has been sized for residential use.A concentrated bad check,per the building code,must be performed for
coromercial uses.
10.Design assumes a 4%increase in bending stress for repetitive member use.
11.For beams with loads applied equally to the top of all plies,nail plies together with 4 rows of 3112"x 0.131"nails 912"O.C.(one row 2"from top,one
row 2-from bottom,two rows equally spaced in between).Specified attachment is from each side.
12.For beams with loads not applied equally to all plies,refer to Fastener Recommendations for Side-Loaded,Mulliple-Piece Members in the BlueLinx
Engineered Lumber Residential Floor&Roof Systems Product Guide.
13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners.
14.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(Inches)multiplied by 2 and divided by the factor shown in Max
Defection(located above beam drawing).
15.For explanation of GROUP charge to expanded printout.
MANNING BUILDING SUPPLIES Joseph Parker 12/402014 10:31 AM
11155 Phillipe Parkway Or.E NOT SET Jadsonville Florida 32256 904-268-8225
Dome Sizw-02014 BlueLinx Corporation Version 15.0.0.14
Project: 1-14-0588-Hallman Res.
Mark#: BM-2-Floor Beam
Usage: BEAM
Max Deflection: LL U480 TIL=11240
51/2' ::::K'"7
53102ps'�
I 63W16'2 3/4' I 3'71/4"
LOADS Project Design Loads:Floor:Uve=40.0 Pat,Dead=10.0 psf
Live.Dead LdM Live Ld(L) Location'
! Shape 4PStart caEnd OSlarl 0End LDF Spall Starts Ends Additional Info
1 Uniform(pit) 55.0 44.0 100% 0 0' 19'10' FLOOR
2 Partial(pit) 127.0 0.0 90% 0 D 16'5112WALL
3 Span Carried(psf) 37.0 24.7 125% 0 D 16511z 21's.c(Slope:0.0/12)-E02-ED3
Uniform(plf) 18.48 0 0' 19'10' Sell Weight
'Dimensions measured from left and when span#is 0,otherwise,from left end of the specified span.
SUPPORTS(lbs) 1 2
Max Reaction 4767 5193
Min Reaction 2288 2495
DL Reaction 2306 2495
Min Bearing 2.00' 3.00' (Based on bearing stress below]
Brq Stress(psg 630 630
DESIGN
Actual Span Location Group Allow LDF Ratio
V(Ibs) 3398 1 16 41 16625 125% 0.20
M(R-lbs) 17843 1 8'1318' 42 68030 125% 0.26
LtRn(lbs) 4410 0 D 42 12120 0.36 See Note
IrdRnobs) 4659 0 16'2314' 41 12128 0.3B See Note
LLDefi(') -0.DS 2 3'7114' 42 020 21-/-1403
TLDe0Q9 413 2 3'7114' 42 0.36 211-676
USE: onCENTER LVL 2.0E 1 314"If 20"2 Plies Grade,Depth,Plies selected by user
onCENTER®LVL by BlueLinx
NOTES
1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports.
2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on lop edge with continuous lateral support.
3.Allowable negative moment is calculated based on bosom edge laterally unsupported between bearing locations.
4.Analysis valid for dry-use only(less than 16%moisture conterr0.
5.Loads have been input by the us"all have net been verified by BlueLinx Engineered Lumber Technical Services.
6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.
Therefore,when reaction values are required,use Max Reaction frpm'Supports'section above.
7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others).
8.When required by the building code,a registered design professional or building official should verify the input bads and product application.
9.This engineered lumber product has been sized for residential use.A concentrated load check per the building code.must be performed fur
commercial uses.
10.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 4 rows of 3112"x 0.131"mile 0 1z O.C.(one row
2"Inner top,one row 2"from bottom,cam rows equally spaced in between).
11.For beams with(pads not applied equally to all plies,refer to Fastener Recommendations for Side-Loaded,Multiple-Piece Members in the BlueLinx
Engineered Lumber Residential Floor&Roof Systems Product Guide.
12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners.
13.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max
Deflection(located above beam drawing).
14.For explanation of GROUP,change to expanded printout.
MANNING BUILDING SUPPLIES Joseph Parker 72/708014 10:31 AM
11155 Phillips Parkway Dr.E NOT SET Jacksonville Florida 32256 904-2688225
Dana Sizer'vC01 4 BlueUnx Corporation Version:15.0.0.14
Project 1-14-0588-Halloman Res.
Mark BM3-Floor Beam
Usage: BEAM
Max Deflection: LL=U480 TL=U240
511' 3/2"
630231
1 17'0 3/4' 3'5 3{4' I
r I I
LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf
Live.Dead LdM Live Ld(L) Location'
i Sha a 4a55.Start OEnd Oster[ gEnd LDF 5 nM $urls Ends Additional Info
Un' (p 0 44.0 100% 0 0 21Y6 L/2' FLOOR
2 Concentrated(lbs) 4617.0 3693.6 100% 0 1011/2' FG03
3 Partal(p10 550.0 440.0 10D% 0 11.13/4' 20618' F05
4 Partial(A 0.0 0.0 90% 0 0 12518' WALL
5 Span Carried(pso 37.0 25.0 125% 0 0' 1251/2' 14'4's.c.(Slope:0.0112)-302-303
Uniform(plo 18.48 0 0' 2061/2' Self Weight
'Dimensions measured from left end when span#is 0,otherwise,from left and of the specified span.
SUPPORTS(lbs) 1 2
Max Reaction 5116 9653
Min Reaction 1199 2263
OL Reaction 1371 2263
Min Bearing 1.90 3.37' (Based on bearing stress below]
Bra Stress(ps0 630 750
DESIGN
Actual Span Location Group Allow LDF Ratio
V0bs) 5522 1 1611' 21 13300 100% 0.42
M(ft-lbs) 29279 1 101 VT 22 54424 100% 0.54
LIRngzs) 4180 0 a 72 12128 0.34 See Note
IMRn(Ibs) 8838 0 1T0 TV 21 9188 0.96 See Note
LLDe0Q1 -0.14 2 3'53/4' 22 0.20 2U.600
TLDe6('1 -0.19 2 3'5314' 22 0.35 211-441
USE: onCENTER LVL 2.0E 1 314"If 20"2 Plies Grade,Depth,Plies selected by user
onCENTER® LVL by BlueLinx
NOTES
1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports.
2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support.
3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations.
4.Analysis valid for dry-use only(less than 16%moisture content).
5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services.
6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.
Therefore,when reaction values are required,use Max Reaction from'Supports'section above.
7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others).
B.When required by the building code,a registered design professional or building official should verify the input loads and product application.
9.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for
commercial uses.
10.For beams with loads applied equally to both plies.either top or side loaded,nail plies together with 4 rows of 3112"x 0.131"nails dr,12"o.c.(one row
2"from top,one row 2"from bottom,two rows equally spaced in between).
11.For beams with loads not applied equally to all plies,refer to Fastener Recommendations for Side-Loaded,Multiple-Piece Members in the BlueLinx
Engineered Lumber Residential Floor&Roof Systems Product Guide.
12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners.
13.Allowable upward deflection for cantilever is the greater of 0.20'or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max
Deflection(located above beam drawing).
14.Fa explanation of GROUP change to expanded printout.
MANNING BUILDING SUPPLIES Joseph Parker 12)302014 10:31 AM
11155 Phillips Parkway Dr.E NOT SET Jacksonville Florida 32256 904-26&8225
Ooma Sizer'"02014 BlueLiu Corporation Version:15.0.0.14
Project: J-14-M-Hallman Res,
Mark W: BMA-Floor Beam
Usage: BEAM
Max Deflection LL U480 TL=U240
3W 3V2'
630psi 20'91/4' 16301
LOADS Project Design Loads:Floor:Ui Pat,Dead=10.0 pat
Live+Drad Ld(f) Live Ld(L) Location'
8 Shape ii ®End iiSlag QdEnd LDF Spall Starts Ends Additional Info
1 Unhim(pff) 55.0 44.0 100% 0 0 2('9114' FLOOR
2 Un'rfam(pll) 110.0 0.0 90% 0 0 2091/4' WALL
3 Concentrated(Its) 1730.0 1168.9 125% 0 S it 11T FG01
4 Concentrated(lbs) 1785.0 1206.1 125% 0 1501/2' FG02
5 Span Carded(W 37.0 25.0 125% 0 0' 209114' 14'4'at(Slope:0.0112)-GO2-G04B
Unilomr(plf) 18.48 0 0' 21 Sell Weight
'Dimensions measured from left end when spzrd!is 0,otherwise,from left and of the specified span.
SUPPORTS(lbs) 1 2
Max Reaction 6395 6448
Min Reaction 2902 2922
DL Reaction 2902 2922
Min Bearing 2.69' 2.72' (Based on bearing stress below]
Brq Stress(psi) 630 630
DESIGN
Actual Span Location Group Allow LDF Ratio
V(Ibs) 5258 1 207112' 41 16625 125% 0.32
M(R-Ibs) 32089 1 10498' 41 68030 125% 0.47
URn(Ibs) 5929 0 0 41 7718 i See Note
RtRn(lbs) 5991 0 2091/4' 41 7718 0.78 See Notes
Luoenpl 0.28 1 1D45V 41 9.52 L1876
TLDef('1 0.55 1 104 SW 41 1.04 U456
USE: onCENTER LVL 2.0E 1 314"If 20"2 Plies Grade,Depth,Plies selected by user
onCENTER®LVL by BlueLinx
NOTES
1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports.
2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support.
3.Analysis valid for dry-use only(less than 16%moisture content).
4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services.
S.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.
Therefore,when reaction values are required,use Max Reaction from'Suppons'section above.
6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others).
7.When required by the building code,a registered design professional or building official should verify the input bads and product application.
8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,mug be performed for
commercial uses.
9.For beams with loads applied equally to both plies,either top or side loaded,nail plies toggher with 4 rows of 3112"x 0.131"nails @ 12"o.c.(one row
2"from lop,we row 2"from bottom,two rows equally spaced in between).
10.For beams with loads not applied equally to all plies,refer to Fastener Recommendations for Side-Loaded,Multiplei Members in the BlueLinx
Engineered Lumber Residential Floor&Roof Systems Product Guide.
11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners.
12.For explanation of GROUP change to expanded printout.
MANNING BUILDING SUPPLIES Joseph Parker 12/3012014 10:31 M7
11155 Phillips Parkway Dr.E NOT SET Jacksonville Florida 32258 904-268-8225
Dona Sizer-®2014 BlueUnx Corporation Version:15.0.0.14
Project J-14-0588.Halloran Res.
Mark B: BM5-Film Beam
Usage: BEAM
Max Deflection: LL=U480 TL=1/240
3 V2' 3V2
5300 630psi
I 24'S V2' 1
LOADS Project Design Loads: loo:Uvo=40.0 psi,Dead=10.0 ps
LiveaDead Ld(T) live Ld(L) Location'
t Sha ®Stan ®End Osten 4eEnd LDF ata Starts Ends Additional Info
1 Uniform(p 55.0 44.0 100% 0 24'5112FLOOR
2 Partial(PH) 110.0 0.0 90% 0 0 175117 WALL
3 Span Carded(A 37.0 24.7 125% 0 0 1251f7 14'4's.c(Slope:0.0/12)-G02-M
Undonorpt) 18.48 0 D 245117 Sell Weight
'Dimensions measured from left eta when span!is 0 otherwise from ICM end of the specified span.
SUPPORTS(Ibs) 1 2
Max Reaction 4382 2089
Min Reaction 2200 989
DL Reaction 2200 989
Min Bearing 1.74' 1.50' [Bated on bearing stress belawl
Big Stress(psi) 630 630
DESIGN Actual Span Location Group Allow LDF Ratio
V(Ibs) 3146 1 01 314' 71 16625 125% 0.19
M(B-lbs) 18651 1 9'21/2' 71 68030 125% 0.27
LtRn(lbs) 3844 0 B 41 7718 0.50 See Nate 5
R1RnObs) 1814 0 24'5 Mr 71 7718 0.24 See Note 5
LLDeDI'1 0.17 1 122314' 71 0.61 111678
TLDefN-) 0.40 1 122314' 71 1.22 0/30
USE: onCENTER LVL 2.0E 1 314"x 20"2 Plies Grade,Depth,Plies selected by user
onCENTER® LVL by BlueLinx
NOTES
1.Designed in accordance with National Design Specifications fur Wood Construction and applicable approvals or research reports.
2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with confird ors lateral support.
3.Analysis valid for dry-use only Oess than 16%moisture content).
4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services.
S.This reaction is based on the combination of bads&duration factors that produces the highest stress ratio and may be less than maximum reaction.
Therefore,when reaction values are required,use Max Reaction from'Supports'section above.
6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others).
7.When required by the building code,a registered design professional or building official should verify the input loads and product application.
8.This engineered lumber product has been sized for residential use.A concentrated load check.per the building code,must be performed for
commercial uses.
9.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 4 rows of 3112"x 0.131"nails 9 12"o.c.lone row
2"from top,one row 2"from bottom,two rows equally spaced in between).
10.For beams with loads not applied equally to all plies,refer to Fastener Recommendations for Side-Loaded,Multiple-Piece Members in the BlueLinx
Engineered Lumber Residential Floor 8 Roof Systems Product Guide.
11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners.
12 For explanation of GROUP change to expanded printout.
MANNING BUILDING SUPPLIES Joseph Parker 12WA14 10:31 AM
11155 Phillips Parkway Dr.E NOT SET Jacksonville Florida 32256 904-2688225
Dome Sizer-@2014 BlueLinx Corporation Version:15.0b.14
Project: 1-14-0588-Nalloman Ras.
Mark p: BM4i-Floor Beam
Usage: BEAM
Max Deflection: LL U480 TL=11240
3172' 312"
Bolxii 630psi
1
24-2314- I
LOADS Project Design Loads:Floor: ve=40.0psf,Dead=10.Ops
Lfve.Dead Ld(0 Live Ld(L) Location'
If Shape Osten gEnd ®Stan gEnd LDF S n0 Starts Ends Additional Info
1 Uniform(plo 55. 44.0 100% 0 0' 24'2314 FLOOR
2 Pamal(ph 110.0 0.0 90% 0 9 8'1110" WALL
3 Span Carried(pso 37.0 24.7 125% 0 0 17510 14'4's.c.(Slpe:0.N12)-G02-M
4 Span Carried(pst) 37.0 25.0 125% 0 0 8'6' 9 P s.c.(Slope:0.0/12)-B02
5 Concentrated(Its) 900.0 720.0 10D% 0 8710 FG04
6 Concentrated(Ibs) 900.0 720.0 100% 0 14'810 FG04
7 Span Carried(pq 37.0 25.0 125% 0 15'810' 24'2314' 94's.c.(Slope:0.0112)-B02
8 Partial(plo 110.0 0.0 99% 0 14'410' 24'2314' WALL
9 Span Carded(pso 37.0 24.7 125% 0 14'410' 242314' 14'4's.c.(Slope:0.0/12)-GD4B
Un'ram(pff) 18.48 0 0 24'2314' SelfWeght
'Dimensions measured from left end when spars!is 0 otherwise from lex end of the specified span.
SUPPORTS(lbs) 1 2
Max Reaction 7302 7204
Min Reaction 3036 3027
DL Reaction 3036 3027
Min Bearing 2.83' 2.79' [Based on beading stress be]ow(
Bre Stress(psi) 630 630
DESIGN
Actual Span L' 41Group Allow LDF Ratio
Vllbs) 5262 1 01133/4' 71 16625 125% 0.32
M(R-lbs) 35113 1 1213/8' 71 68030 125% 0.52
LIRn(Ibs) 6235 0 0 71 7718 0.81 See Notes
RIRnObs) 6159 0 24'2314' 71 7718 0.80 See Notes
LLDeO(') 0.44 1 171319' 71 0.61 L1668
TLDe0p1 0.82 1 1713x8' 71 1.21 U355
USE: onCENTER LVL 2.0E 1 314" x 20"2 Plies Grade,Depth,Plies selected by user
onCENTER®LVL by BlueLinx
NOTES
1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports.
2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support.
3.Analysis valid for dry-use only Bess than 16%moisture comeno.
4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services.
5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.
Therefore,when reaction values are required,use Max Reaction from Supports!section above.
6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others).
7.When required by the building code,a registered design professional or building official should verify the input loads and produce application.
8.This engineered lumber produce has been sized for residential use.A concentrated load check,per the building code,must be performed for
commercial uses.
9.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 4 rows of 3112"x 0.131"nails @ 12"o.c.(one row
2"from top,one row 2"from bottmn,two rows equally spaced in between).
10.For beams with loads not applied equally to all plies,refer to Fastener Recommendations for Side-Loaded,Multiple-Piece Members in the Bluelim,
Engineered Lumber Residential Floor&Roof Systems Product Guide.
11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners.
12 For explanation of GROUP change to expanded printout.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH FPLC CQ
800 Seminole Road, Atlantic Beach,FL 32233 4
Office(904)247-58266 ' RV'
Fax(904)247-5845
Job Address: I-tM�I�( R(�6O Df hld / 6 Fl Permit Number:
Legal Description . 31Parcel#
oor ea o q. t. q � � q.
Valuation of Work S 241—/9J/pr proposed Work heate cooled J L22 2 non-heated/cooled �'2
Class of Work(circle one): I ew Addition Alteration Repay Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial siden _
If an existing structure,is a fire spnnkler system installed?(Circle one). o /A
Florida Product Approval#
For multiple products use product approval form ' l,, (,
Describe in detail the type of work to be performed,NEW (OWTU U 11701 ,�V101,
1,
6 2fdr�Qd CO NJ r,V i � Cbrq, r�ot�r.�� �
Property Owner Information,,: �I�, ff 1I11
Name:DAVA a)(\J CMOU TIVI�a1/1 Adareaa:lUD� LInKSiG{e Y11(G Inllf-1'
City l/1V14:1� ! State Zip Phone A431 _tS—IJ30
E-Mail or Fax#(Optional) (.M UM AI LU.{t Co Gd Vi'I R.ILCOrr!
Contractor Information:
CompanyNaare: &Lmn LmQualifying Agent: 6-U V1 h R.. I A U'kQrl
Address:3�,fr�nAlT:q YR sad Sk lo2-Is4 city o V(Gltel. state zip32 of
Office Phone C A b41 l58 -4.4 Job Site/Contact Number(Q a41 Iq-251 fi Fax#(dl I)q') 5102-3335
State Certcation/Registration# CGC D31 �OZ
Arohitect Name&Phone# S(708 Ifi S 101 n , Inc -'► q 04 010 -Q 2 4 8
Engineer's Name&Phone#�y ,� -r/.rhnofcalP.r-I o4 k'21 - 52rn
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address BRA' -( -1 113: 1 .fA.VI ( J gC.K<fO pylTlo FL .?2222
Application is hereby made to obtain a permit to do the work and ineadlathms as indicated I certify that no work or installation has commenced prior to the
issuance ofa permit and that all work will be performed to meet the stunsde ds ofull laws regulating construction in this jurisdiction Thus permit becomes null
act void, kis not commenced within six(6 months,or ifcoms tion or work is suspended or abandoned fora period ofsix/6)months at any hme ager
work is commenced I understand that separate permits must be secured for E/eced Wo NS Menbing,Slgns, WeiG,PooG,Furnaces,Eoikrs,Healers,
Tanks and Air Condlaoners,etc
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Ihereby certify that I have read and examined this plication and know the same to be true and correct Allprovisions oflaws and ordinances veining this
type o)work will be complied with whether syec�ed herein or not The granting of a permit does not presume to give authority to violate r camel the
provisions ofanry-ther federal•state, 0,local one regulating construction or the performance ofcorutructam.
Signature of Owner t OIMCLN. Signature of Contracctto�r�
Print Name _.17...dILIJP......._...t7n.�e-tylAK.....-...._......__............_._ Print Name (SY--�,d4 �2, 11IY�
-11..............._....._......_....._........_.....___._._.__......._—
Swo and subscribed before me Sworn til and subscribed before me
this` Day of O1� this �7pbay of 20
�� t >� ,� OCZC
Nota Public t o ?¢GGc
UCopires
SA) CARRUTH Revised 01.26.10
TARY PUBLIC
ATE OF FLORIDA .Ia1L1N GIORDANO KLEIN
mm%FF133800 NOTARY PUBLIC
10/11/2018 STATE OF FLORIDA
Comma EEa28e75
Expires 8/2012016
AQ ZI
TREE & VEGETATION REMOVAL PERMIT APPLICATION
City of Atlantic Beach
Department of Community Development
sign this form. 800 Seminole Road Atlantic Beach,FL 32233
ttach the required supporting exhibits as listed on the applican IN 904247-5800 (F)904 247-5845
,checklist,
ontact the Department of Community Development if you ha'' � Single-/Two-Family Residential $125.00
questions or need assistance completing the application
etermining which exhibits are required for your particular prge ' RMulti-Family Residential $250.00
ubmit this form, along with all required exhibits and payment r Commercial/Industrial $250.00
ithe City of Atlantic Beach,and in the appropriate amount accordin
to the application fees listed to the right,to the reception desk at:<,::. r Institutional/Other Non-residential $250.00
the Building Department.
Application N TREE=
SECTION I-SITE INFORMATION tt�
PHYSICAL ADDRESS_I 13q Ian 6 ;each o^It/01 A( (a t`t, 82233
Van address has not been assigned to this property,c66ontactHIBuilding Deparhnentat(9044)�2,47-5826rorequest an address
SUBDIVISION_ BLOCK LOT 3- RE% 161JUJ -IiLto
SECTION II-APPLICANT INFORMATION I�{1 WI[iAWNER rLEGAL AUTHORIZED AGENT-
NAME OFAPPLICANT bGIUTA U II UII�I II
ADDRESS OF APPLICANTIl0}LwRA hh pNL F'l. _M_?3
PHONE CELL(gL3l1J923- 1030 EMAIL1.YYIIIIA, (GIICIAt"t@AMaILCDry
SECTION III-TREE&VEGETATION REMOVAL REQUEST
I REQUEST THAT THE TREES&VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED
EXHIBITS BE APPROVED FOR REMOVAL,AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE,CHAPTER 23, FOR THE '
FOLLOWING REASONS(check all that apply):
r Vegetation(trees)are difficult to maintain/owner dislikes.
r Trees are dead,diseased or so weakened by age,stone,firs or other injury so as to pose a danger to persons,property,
improvements or other trees.
r
Vegetation(trees)pose a safety hazard to pedestrian or vehicular traffic or muse disruption to public utility services.
F- Vegetation(trees)pose a safety hazard to buildings or structures.
F- Vegetation(trees)completelyprevent access or cross access to a lotorparcel.
Vegetation and/ortreesprevent developmentorphysical use. Itis the intentofthis provision thato permitsholl be grantedfor
r the removolofvegetation and/or trees when the applicanthas demonsaatedan effort to design orlocate theproposed
improvements so as to minimize the removal ofvegetation and/or trees.
I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITHIN THIS APPLICATION 15 CORRECT AND I AGREE TO COMPLY
WITH ALL PROVISIONS OF CHAPTER 23,PROTECTION OF TREES AND NATURAL VEGETATION,AND ALL OTHER APPLICABLE
CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH.
ISGNATURE OF APPLICANT DATE
U¢EoaLr .., p�x a,..
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Tree&Vegetation Reni wl Permit APPlimtion_vemionm.or.og
FILE C07Y
The USER, prior to making any changes from the approved plans and/or method, must obtain
written approval from the City of Atlantic Beach, Public Works Department, for said change. The
USER shall, at the discretion of the CITY,be requested to submit as-built drawings showing the change
within thirty(30)days after the day of completion.
This permit shall insure to the benefit of, and be binding upon, the USER and their respective
successors and assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY
laws and/or specifications, to include utilities locate requirements and use limitationstrequirements of
public rights-of-way and other public land. USER further agrees that the CITY and its affects and
employees shall be saved harmless by the USER from any of the work herein under the terms of this
permit and that all of said liabilities are hereby assumed by the USER.
DATED and SIGNED this m day of r`4y ,2045
By:
Property Owner
(to be signed in presence of the Notary)
STATE OF FLORIDA
COUNTY OF DUVAL
On this � day of M 20<, personally appeared before me, a Notary
Public in and for d Co d State,�(�e m.�.... the property owner of
.l ( , Atlantic Beach, F rida, known to me to be the person(s)
described in and who executed the foregoing instrument; who acknowledged to me that he or she
executed the same freely and vola tartly and for the uses and purposes therein mentioned.
LISA J.CARRUTH
NOTARY PUBLIC
Notary Public in for said County and State STATE OF FLORIDA
Cz..O FF100300
E DIMS 1011112013
CITY OF ATLANTIC BEACH,FLORIDA, a
municipal corporation:
Approved:
Ricky L. Carper,Public Works Director
For Permits where city sidewalk is impacted,
City Manager approval required:
Jim Hanson,City Manager
Page 2 of 2
ZONING REVIEW COMMENTS
City of Atlantic Beach
Building and Zoning Department
800 Seminole Road Atlantic Beach, Florida 32233-5445
rJ7319r Phone: (904) 270-1605 Fax: (904)247-5845 Email: dreeves@coab.us
Permit: 15-SFR-1154 Applicant: Glenn Layton Homes
Review: 1st Address: 3787 Palm Vallley Rd, Ponte Vedra, FL 32082
Site Address: 1739 Atlantic Beach Phone: (904) 758-4380
RE#: 169505-1450 Email: N/A
FILE C�:
Correction Comments
1. A/C Location: Mechanical equipment can be no closer than 3 feet from a property line. Please show
the distance from A/C equipment to property line. Relocate if necessary.
2. Height: Please show the overall height of the structure as measured from grade to the peak of the roof.
3. Irrigation: Please complete and submit an Irrigation Compliance Checklist form.This form is available on the
city website under Planning and Zoning Forms and at City Hall.
Derek W. Reeves
Zoning Technician
dreeves@coab.us
� ��zz
R-O.W.Permit Attachment of fid-431 7J1 IA Oi c goat n br.
R.O.W.Permit# issued ,200_ Atlantic Beach, FL 32233
Owner's Name: W(Vid Q Fmilu IMLOrw
Property Address: prive
FILEe/�
,(1� �t1C�-mac W r(,A .h.�L. 32z33
C Y Subdivision: A'Ha P1fiL QZ ui coU." Club
Lot#/Block#: .3
R.E.#: i
REVOCABLE ENCROACHMENT PERMIT
THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of
200, by Atlantic Beach, Florida, a municipal corporation organized and existing
under the laws of the Stats of Florida, hereinafter referred to as "CITY" and
of Atlantic Beach,Florida,hereinafter referred to as"USER".
WITNESSETH:
That the CITY does hereby grant the USER permission on a revocable basis as described herein the
right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of
Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached).
This work's generally described as: Nf w c 0fl C17-IA C;h ooh.
1 nta 00
Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted
remains subject to relocation or removal on thirty(30) days notice by CITY to the USER, said notice to
USER shall be given by certified mail, return receipt requested, to the following address:
The depositing of said notice of cancellation in the United States mail shall constitute the notice of
cancellation and the burden is upon USER to keep the CITY informed of USER's proper address.
The USER shall promptly make any and all necessary repairs to any facility erected or maintained in
the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe
condition.
In the event it is necessary for the CITY or the City's approved representative or other franchised
utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's
sole expense, any and all material necessarily displaced during the action of maintaining, repairing,
operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code, Building
Codes,Land Development Code,and all other land use and code requirements of the CITY, including
City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be
replaced with other materials, but must be replaced with smooth concrete left natural in color so that it
matches the existing and adjoining sidewalks."
Page 1 oft
Florida Friendly Landscapes
IRRIGATION COMPLIANCE CHECKLIST
FILE C"" u,
A. PROVIDE PROJECT INFORMATION: DATE I�/!,'�(ZL LD�J
ADDRESS 113i-la Yliic I�c�r.ln Drlvc NEW INSTALLATION
RESIDENTIAL.
CONTRACTOR G:fpylV1 <ALOVI fbmtf UPGRADEREP
LACE
OFFICE �c � 7 � 7r
NEW INSTALLATION
EMAILr NON-RESIDENTIAL,
UPGRADE/REPLACE
B. CALCULATE MAXIMUM HIGH VOLUME IRRIGATION: HYDROZONE shall mean an irrigation watering zone
in which plant materials with similar water needs are
TOTAL LOT AREA ��poomQ� SQA grouped together.
TOTALIMPERVIOUS SURFACE AREA SQ FT HIGH VOLUME IRRIGATION shall mean an irrigation
system that does not limit the delivery of water
directly to the root zone and which has a minimum
TOTAL PERVIOUS AREAILANDSCAPESQ FT Row rate, per emitter,of thirty(30)gallons per hour
(gph) or one-half (5) gallons per minute (gpm) or
greater.
IPEBSECTION 24-181(b OM] A 0.60
IRRIGATION ZONE shall mean the grouping together
MAX HIGH VOLUME IRRIGATION �N �• SQ FT of any type of water emitter and irrigation equipment
operated simultaneously by the control of a timer
and a single valve.
C. PREPARE&ATTACH A HYDROZON E PLAN:
ON A COPY OF THE SITE PLAN OR SURVEY(RESIDENTIAL APPLICANTSI OR A LANDSCAPE PLAN(NON-RESIDENTIAL APPLICANTS),INDICATE THE
TION OF THE FOLLOWING AND FILL IN APPROXIMATE COVERAGES BELOW.
HIGH WATER USE HYDROZONE(S) [ALLAPMKANTN -2✓(dl./) SQ FT %TLA
High Water Use Hydrazones contain plants that require supplemental watering an a regular basis throughout the year. These areas
include m7 and lawn grasses and are typically characterized by high visibility focal points of landsmping design where High Volume
Irrigation lsused. High Water Use2onesshallbeplaced on a separate irrigation cone
r MODERATE WATER USE HYDROZONE(S) W0N-RESIOEN/fAL ONLYI SQ FT %TLA
Moderate Water Use Hydrazones contain plants that once established require irrigation every two to three weeks in absence ofminfall or
when theyshow visiblestresssuchoswilWfoliageorpaleroloc Theseamtypicollyperennlals,seasonalplanaondflowerbeds.
r LOWWATER USE HYDROZONEIS) INON-REStDENnuONtrl SQ FT %TLA
Law Water Use Hydrazones contain plants that rarely require supplemental watering and that are drought tolemnt during exseme dry
periods,such as native shmbs and vegemtion,established trees andgmund covers,and wooded areas
F/MM/OISTURESENSOR(S) LALLAPwGMS] At least one(1)moisture sensorshallbelocatedin each Irrigation Zane
It-amrrrERS (ALLAPPoujaM Emittersshallbesizedandspacedtoaroldezcessiveoversprayonmimperv/oussurfaces.
Cityo/Atlantic Beach - BOOSeminole Road Atlantic Beach,Florida 32233
(P)904.247.5000 (1)90414ZS845 www.mbius FFL-KCO2.07.70
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TREE & VEGETATION AFFIDAVIT
City of Atlantic Beach
1+ Department of Community Development
Planning&Zoning Division
800 Seminole Road Atlantic Beach,FL 32233
(P)904247-5800 (F)904247-5845 PERMIT#
SECTION I-APPLICANT INFORMATION POwner(s) r Legal Authorized Agent-
NAMEOF APPLICANTD U� iA Flu 61wm
NAMEOFCOMPANY &-lffin LAWh7✓1 �i Qs
ADDRESS OF COMPANY3Jj palm VdljIj,� a. .S#( 102- 154, pow Vii r4 Rr.rnt fit • �ZoR
PHONE (q 041Ja "43�(O CELL (4 04)214- Z6 I T EMAIL Joh w6awlagl 7h)ffy,Sf.�
CONTRACTOR CERTIFICATION NUMBER CSC VJI Od2 F�=�
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION II-SITE INFORMATION
STREET ADDRESS OF PROPERTY 1'T31 ftunfic q(At� Dr, A±10-n1 ( It 1ALI'll R 127,33
Ifana dreuh wtbmmslgn mmisproperty,conm McABBuiUing De amentat(904)34)-5BZ6wre uestwaLd rr.
LEGAL DESCRIPTION I��- 31 , Aflafit RI.A60 cfla�r.IUb
LOT 31 BLOCK SUBDIVISION �SCC
REAL ESTATE NUMBER IUl II.I� LOT OR PARCEL SIZE SOFT 2, �JJ SIF AC
RESIDENTIAL COMMERCIAL OTHER(SPECIFY)
1 affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of
Ordinances for the City of Atlantic Beach,FL and/or 1 have participated in a preapplication meeting with the Administrator of Mose
regulations. Subsequently,l affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/w removed
from the abo�vedescribed oradjacentproperties in conjunction with thisprojM.
/� 7' SNE GCi�A OWNS WAA.UM
SI NATURE OFOWNER SIGNATURE OF OWNER
Signed and sworn
�before
me on this /dayof 1 ,by State of
art�1f"' {lam ACoumycr a7z t�Q
Identification verfi t;3/ . I (—
Oath sworn: . .. Yes (—••••• o
Allill IJSAJ.CARRUIH \ ro 5,7.
NOTARY PUBLIC C�
STATE OF FLORIDA Notary Signature
Com#f FF133a00
REVJVA-� FJrpNp101111Y015 My Commission"Plies: 1�Ilu
CITY OF ATLANTIC BEACH
CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS
800 Seminole Road 904-2475800
Atlantic Beach,Florida 32233-5445 Faz 904-247-5845
PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. FILE COPY Date 1 124- 1 9-01c;
PERMIT#
Job Address `/ ISSUED BY THE CITY
Permitee: FwilW
mTelephone#l
Permittee Address: IyOT unVVs ♦dulm Wtt lIAM/
LOLZ I j 37.32
R nesting Permissi n to Construct: I� W f I OM
0
Location: (Referenceto Cross-Street)
1. Applicant declares that prior to fling this application he has ascertained the location of all existing utilities,
both aerial and underground and the accurate locations are shown on the sketches.
A Letter of Notification was mailed to the following Utilities/Municipalities:
Jacksonville Electric Authority Yes( ) No ( ) Date:
Bell South Telephone Company Yes( ) No ( ) Date:
Ferrell Gas Yes( ) No ( ) Date:
Comcast Yes( ) No O Date:
2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation,
alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public
Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized
hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as
required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is
authorized.
3. All work shall meet City of Atlantic Bea h or Flo(ida Department of Transportation Standards and be
performed under the suRervi i( of .��hh nrn'r (C9nre or's Pro act
Superintendent) located at LOT .5� I Telephone;1 6z1 I - 51 t
4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee.
5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications
and the manner satisfactory to the city.
6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a
part of this pernit. Calculations showing any increase in impervious area on owner's lot or in the city
Right of Way are to be included with this application
7. This permittee shall commence actual construction in good faith with days. If the beginning date is
more than 60 days from date of permit approval, then permittee must review the permit with the Director of
Public Works to make sure no changes have occurred in the area that would affect the permitted construction.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the
City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all
times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and
against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted
exercises by the holder of the aforesaid rights and privileges.
9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again
immediately upon completion.
OWNER (}ly,tO �ct,,,x
Signed: Dace:.—15
Before me this d.yofJS&q in the CountYof Du A
State Of Florida,has pe nally appeared 11'K�
Notary Public at Large,State of F odds, oun o a
My commission expires: l Personally Kpown'
oduced ldenificadon: ✓e
T70A �^
NOTARYPUSLIC
8TATE OF FLORIDA
Comm#FF133800
Expkes 10/11/2018