1740 Maritime Oak Dr truss revision CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
Telephone(904)247-5800
FAX(904)247-5845
REVISION REQUEST SHEET OR
CORRECTIONS TO REVIEW COMMENT
Date: 3- 13- I Received by: Resubmitted:
Permit Number: Ito-SF9 18CE-
OriginalPlansExaminer: Project Name: 4. f PA 14800—
ProjectAddress: /740 ri 1 'w, vnk Dr
Contractor: esy'e✓,)Je h6 .., Contact Name: 5 Ve W ' k-
Contact Phone : 904-4&0-64-15— a,,
�visio Plan Check/Permit Fee(s)Due: sv. 00
Descrition of Proposed Revision to Existiu Permit:
r rausSes ucp ec/ de / r� T2ustcs
Additional Increase in Building Value: $ AVA Additional S.F. Ath;t-
Site Plan Revised: NIA- Public W/U Approval:
By signing below.I(print name) S&o_de_ /J.1in:t�+.5'�r affirm that the above revision
is inclusive of the proposed changes.Signature of Contractor/Agent(Contraemr mnet sign ifin=ue in valuUion)
FF
j.
Office Use Only
y r
Date: 31157/1� Approved: /1 Rej�.d: NonBed bV./7 •""a
Plan Review C mments:
fol, ✓)� RS fi�rnu �� C4��C.Gr7riG�•IL pit�"�� aeb
if�r V ot.
De a ment review required Yes No
Id,
Zoning
Tree Administrator Plan xaminer
Public Works
Public Utilities �` i6�i 7
Public Safety
Fire Services Date cvmmaivia a...a
REVISION
ea# ib- s,rQ- a8or OFFICE COPY
DATE
SIGNED
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTeke
RE: J160526-1 -Riverside Homes/Key West/jk MiTek USA, Inc.
Sib Information: 6904 Parke East Blvd.
Customer Info: Riverside Homes Project Name: Key West Model: Tempa,FL 33610-4115
Lot/Block: 112 Subdivision: ABCC
Address: 1740 Maritime Oak Drive
City: Atlantic Beach State: FL
Name Address and License#of Structural Engineer of Record If them Is one,for the building.
Name: Floyd S Simpson License#: RL PE#50791
Address: 11481 Old St.Augustine Rd
City: Jacksonville State: Florida
General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TPI2007 Design Frogmen: MiTek 20/208.0
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 4 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this shell, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 GI 5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No Iseal# Truss Name Date
1 T1051 A02 2124/17
A02
3 T10515332 A03A
4 710515333 A03B 224/17
A.
S Inc.under my direct supervision based ons)refi:rcedced above have the n prepared pparameters MiTek 's IN
provided by Manning Building Supplies.
Truss Design Engineers Name: Alban, Thomas No 39380 '-
My license renewal date for the state of Florida is February 28,2019.
IMPORTANT NOTE:The.1 on theca truss component designs is a certification 9 '• S
that the engineer named Is licensed in the jurisdictlonto idenafled and slat the i�,n'• A` P: ��
designs comply with ANroS�INPI 1. These designs are based upon peramatem • • O R\�.
shovin
pven�to Miceek. Any onlaan4 was load& supports, infornatn�to accddis for
Affe etiotnofs ','�SSr�NALE?Gs,`
fill purpose y, v pa
thesecesigns. MiTek has not independently venfled the applicability ofthe design mala¢ANMMRib
parameters or Me designs for any particular building. Before use,the building designer Mgw U Ina R Cllr
shouts verily applicability of design parameters and properly incommets these designs fi3ga Parte feMBNtl.Turps R 39810
into Me overall building design per ANSIUPI 1,Chapter 2. wa:
February 24,2017
Alban,Thomas 1 of 1
OFFICE COPY
Jop Trus iruaiype RHaraa.N^n<%Mq'Wa
OH Ph Y/A
0515 M
J160520t Mt Raul Bpaer OgdFr 1 7. E�KP
Mamm9 BUYNq&ppYn, AF lli FL SKID s Py 20 W16 MTM IMUBrc,Ift Fil FW 2408.01M"IT PWI
SOd a8N 4JJ 494 4JJ 414 J8t< 4 59-0
anile=1 PA.B
_ LAMED - MUD
1. 12 INSIwopM Iwo= b1 1 4i1� Map
W FD
2 2a,ti- ] M m 4 a B n 29 ]
a Nil
act m
r .rr �.rr r .r. erect 9 t�ed^^
N"IfiPr .yW. r M'kN• •M•IWAn
l�
18 at
BUN II NAKED 4r 2-04 = xx4 24-0 _ >'x— NNL6D 2r II
man Map Man I LAMED Map Map Man NAI-ED LAMED MI-ED LAMED
ATTACH 1P!PLYWOOD OR OSB GUSSETI152Y RATED SHEATHING MG EAP I)
REPAIR:MODIFY THE TOP CHORD TO EACH OUTSIDE FACE OF TRUSS WITH(0.131-A 2.5'MIN.)NAILS PER THE
PROFILE AS SHOWN. FOLLOW WG NA0.SCHEDULE:2%45-3 ROWS,2 A PS AND LARGER-4 ROWS:
SPACED Q C D.C.MAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING
LUMBER AND CONNECTOR PLATES(SHOWN FROM FRONT TO BACK FACE FOR A NET Y O.C.SPACING IN EACH COVERED
DASHED TO BE CUT CLEANLY AND ACCURATELY TRUSS MEMBER.USE 2•MEMBER END DISTANCE.
AND THd REMAINING PLATE(S)MUST BE FULLY IT WKL SE NECESSARY TO TRIM CARRIED TRUSSES ON TIE
EMBEDDED AND UNDISTURBED. LOADED FACE OF TRUSS TO ACCOMMODATE PLYWOOD GUSSET.
5114 a8-t1 !44 sd4 4+t 441 3at4 SOO
LOADING (Pd) SPACING- 2-DO CSI. DEF. In («) Burl Ud PLATES GRIP
MILL 20.0 Plre Gnp DOL 1.25 TC 0.62 Veit(LL) 4.45 13 >903 240 MT20 2441190
TCDL 7.0Lumtir001- 1.25 BC 0]5 Vert(TL) 491 13 >478 180 MT20m 1671143
LL
DC0.0 Rep IS.leo NO Y\13 055 H"TL) 0.14 9 NB Ne
BCDL 10.0 Code FBC2014?PI200T Mde-MSH Y/rgN:451b FT=O%
LUMBER. _-_ BRACING.
TOPC.IORD bASPNo.2'Exmpr TOP CHORD SBuctunl wood sMithing dreary Applied or 2-&15 oc purm. (Ps)
5823:M SP DBS, :2x6SPNa2 BOT CHORD AIMC miOn,directly eppietl or 6+]m Exii
EOTCHORD WSPNo.1D
WEBS 2x1SPNo.2
WEDGE
Left.W SP Nd.2,Right:2x4 SP No.2
REACTIONS. gr®) 1=2981x458 (on.0-141),9=21111 (min.51-9)
Mm Hors 1=33(LC O)
Mm UpM 1415(LC B),S=-el5(LC 0)
Mm Doi 1=3018(LC 18).9=3139RC 18)
FORCES. (bl-Mm.CwnRIMm.Ten.-All tomes 250(D)«leaz except(ren roan.
TOP CWR0 1-243111881,2-23=-100202]54,2121=100282153,Y24-10031Y154,
325=12181AOG!I,25n=1218113366,420=1218113365,L5=1218113385,
58•-1219]13305,527=1218]13385,2]-28=1219]13385,=-28=1219=13365,
745-100552754 2830=100502753,030=1005012=53,59-1081/1691
BOT CHORD 131=1517/5751.1631=151715750,1882=15122TQ,15411 --1512/5742,
1533=2111/10020,3381=2711/lMB,1134=2711/10028,143Y-352(12924,
3538=3M12924,113B=-352W1=4,1337452M12B24,37.38=-352M12924,
1288=352(12821,1249>-2720/10050,A10=VMID0SA ll4 V2d10150,
1111=152115810,1041=152115810.1042>1526r5B10,94Y-15ze15816
WEBS 2-15=1381 115=1911577,114=7402512,4-14=-101/118,514-08(4275,
513=117/101,011=138(1824,141=189(5]),]-12=1102180,512--401/118,
512=8312]6
NOTES
1)2-0y trine In 5e mnnechol togeffierMN 100(0.131' )nets mfoli
TopctxN oonnooaz mfollo. -1 mw r100oc2x8-2]pAs repgenar 1-0B«.
Wobs c9or3dSofbllcd azlWolto2At2mwselAparetlr1-0Ooc.
We0s O]rlrbae]az Noxi E, 2x4 apmw r At pjaa.
21 pl)Dads areamnede peen
epgied is sll pies,exoelM,ooW Amhont M(F)«brA(e)1Bce In tM LOAD CASE(S)demon.PIYto
plyCor
cmrNal«B erre Sem proeide0lo OISUIHMe ant,beds mMtl m(F)«IBI,unlem oBNrwim indbdm.
Continue)on page 2
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seorM wM1n xlT.....ne...... Gn,s eased onM open metro mine aebren lu wlel mm m.nw
elr vnrylxem% uee Ne emwnv wnep er moa oXrytneapplloenllyolesspnwremslers end pm �mmw aespn lmeipe ovenA
wlampwBBn.Brun „�e�rw,emp,.V e.e,.s rmm„a,,.l m,e,.menerer.w,e m.mwrs enrv°e ow':n em wrm.n.m S,.�ne MIT@k
Ie.w.yeream,eem,a:enroembPewmmibo:e wnn wv�Ne prs.m.i.,rvnem pmpedr e.�n.x. nw wxen Bye
ne,.e.,aMw.Y.,wen.m e,rnB mam,a.mrnw.eyn.me.w. axamm a.url�rmi.,�mseawmrmllwpcppwn.rn
wxn.rwx.wleei.mm]n,e.amn mmnn.:n N.I.ee90K pr>rx.M..wm,vxmr4.
OFFICE CCr o°
,b6 Trua PTyq Dly M/ BMIfEk Hanes lKey VA51/Ik
710516326
J1B05%1 PD1 -T JM AYEr 1 2
Manning Building Salm.. Jekwais.FL 6.010alpIDID16M.TeklMuslneglrc. Fn F02408P1582017 Peat
ID19Q_ TYpIS_JM90PB8YYULo-28o2 B@eCnYIFX6P uy116DIDPmBchbL%p
.B-
3)UnLalanceE coot kse bens M1as Eden wnatlelttl for Mie Ceegn.
01 VNM.ASCE T-10;VW=130mph(3aamd gust)Vaed=101mph:TCOL4-W.BCM=3.0ps1,h=2511;8491:L-38ft:a 5ft,Cal.
II:E.p B;End.,GCla=6.18;MVrFRB(dlrMlonat);cen5lewr p0 ad rpM e.pwed;eed sentug lMteM rqM e.pmech;Lun0a
DOL=180 pale 9np DGL=1.6D
5)Protide adequate aalna9elopreseMaaterponM1n9.
8 All plates are MT20 pleas gates otheaare inGceled.
7Th.Fatncai.n Taeraice a pint 2=20%,pint 0=M.pint 1=20%,plot 9=20%,Int 16=20%,pint 10=20%,pla 15=20%,plrd 3=20%,plot 14=PO%,Joint 4=
20%,pint 5=2006,pint 13=20%,pint 11=20%,pint 7=21X6,pint 12=20%,pint 6=20%.pint 1=21116,pint 9=20%,plot 1=20%,pint 9=20%
8)Plato(s)M pale)2,8,1,1,9,%16,10,15,3,14,4.5.13.11.7,12 and 5 Ma01ed laa plus or n'im.0 degree mlation aEwA he center.
9)That truce Ear teen dcei9rad lora 10.0 PM Oullom chord live bad hanconcunenl agh.,NMr lice Iowa.
10)-TMa trcea ren Seen de u,a{for a the load 020.0pa on Me tollom ended In all areas where a ngfaple 380 W Ey 2-00 argue*11 M national the COXan mpd ant
a,aver memnar.
11)Plmide mManlo9 connection(by oMend cat truss b IeaMp plate Aipat4e d valhrtardirg 815 M uplift apint 1 ant 0151E glad atlant 9.
12)7 ILED'indicaer 31W(0.148131a3124(0.140'.325'')toanals per NDS B.,dl,.
13) fa nag)or Other Don denia l ahe6 Ee Broached solliaent to supportmrcentreted load(.)236 M down end 1751E up 9580,ant 2301E gown and 175 b up
31-50 on top shad,and 1071n dean ad 79 M up nt 5-2-2,and 1071E down and 79 b up a 31-2-2 an Befi m apd. The da9rdaelectice W sough connection deagai
W be resppaiMlily of Mtiem.
LAIUy CASE(5) Banded
1)peach+Baa Lisa(Eelarced).LumEer,thugreese=1.25,Plate Cx.Tegall
WObnn lca0r led)
Ved:1-2--54,2-23=54,2130-93.690=56,8-9=54,17-20=20
Caugaurated Loale(IE)
Val:2=76(F10-76(F)11<187(F)10=107(F)15=-44(F)3=55(F)11=44(F)7= fl 24=5(F)29--05(F131=13IXF7 3 -44(F133=143(F)31=-MBF)
35=143(F)38=1431Fl W-143(F)3 -143(F)tple (F140=143(Fl 41::44(f)42=138(F)
gagrripaam,-lanf.111 M•`. =ahaammaxa e,.a�n.w�w�n 6. .wc.r�.�,gae.n ewu e—=..a �.
invenern=m.ano,e..ei � rce.a.•�m�,.emraeaon i..ererexg6.�pn.,.�e.a e,ocem�,.rem6niam.e. ��.o
eaxa+o a.ea�.v I,a..n:e l,Na.Ad1r... N'-duFa . a' .°e a M"mem..s MIT2k
aeene2w.w r`«.ug .eto o„�mwi.6.:en Poeonel..ry ant omna.mm.re a
naaaoa na.a..e.r..�r.....+w..m awnpai.se.r..ew.ena.,m.a. Axry A.14 umk,oea-ee.na sono wnemac6mp6�,.mv7.
Laly MermeM.sleek M1om Tnu Plele InftllNe.]le H.ImdeY,suN]1201mMM1,VAZA11.
OFFICE COPY
Jab ten Type OIY Py pMNde HIxresdpeY Wed lk
o5153T
J160s28-1 b2 Camwl 1 1 Unlh:/
Merry BW,Ae,Sww JYFMMq FL 6A10sAprXM16MiT9klMusMos,Ia. Fe Feb2401INS9201T Ppa1
11406
2a0 2-0a
�qp
6C0 13 1 ]\ 5 b
w s 6 n x 0
' x10 2 13 xto II
d' G
3M=1T 1B 15
AB = 1 1
REPAIR:MODIFY THE TOP CHORD TO EACHlACH IFA EOF TRUE 10�1f1 E%tSVMIN.)MILS RMEFMLOWING IL
PROFlLE AS SHOWN. SCHEOULE:2 X41i-3110 5,2XVSANDIARGER-4ROWS:SPACEDm/•O.C.W11L5
TO BE DRNEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE
LUMBER AND CONNECTOR PLATES(SHOWN FORA NET 2-D.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2-MEMBER
DASHED)TO BE CUT CLEANLY AND ACCURATELY END DISTANCE.
AND TIE REMAINING PLATEISI MUST BE FULLY
EMBEDOEDAND UNDISTORBE . ® AMY 2X4X4'SP NO2 SCAB TO ONE FACE OF TRUSS WITH(0.131•X35-)
® ALL NAILS PER THE FOLLOWING WAIL SCHEDULE:2x 4'S-2 ROWS,2 x65
INST3XlSP X01
GUTALLTIGHT. AND LARGER.3 ROWS:SPACED a 3.O.C. USE 2•MEMBER END DISTANCE.
12•RYWOOOIOSB SHIM MUST BE USED BEHIND SCAB(S).
la12 3 01
P 11v me13 l 3 m
]-0U ta4613 X13 �
LOADING(ph SMCNNi 2aa CM. OEFL F (po) AiW PLATES DRIP
Mu 20.0 PIeM Gdp DOL 125 TC 080 VaeRLL) -0.29 16 >0XI 240 MTA 2/1/190
TOOL 7.0LumberOM 1.25 EC 081 Veri(rtl -0.]51518 >584 180
BOLL 0.0 Rep Mremllta YES WH 0.51 HagTL) 0.15 14 da We
BCM 100 CMelrvdlSH V4.w:1901b FT=20M
LUMBER. BMC11,10.
TOP CHORD 2 SPIWAD'Exaq• TOPCHORD Sbudurd wool sOmlMag Om"eppfel w 244 WMm.
67,7-11'WSPNo.2 BOT CHORD Rigid ceiling directly af4Med w]n3 wbeetleM
BOT CHORD L/BPNo.1D MiTek reaenmenm Mal SNeGMere ab epalel aexe kredlM
WEBS LISP Nd2 helalallel dueing bum erediW,in azaMM6H MR11 SMHxM
BENDER LeIIL85PNo12-0 .FigiviWSPNo.22-M odd algin kb
REACTIONS. (IXue) 1=134]X58 11Nn.0.1n),11=131]/658 (min.0.1-01
Mm Harz 14B(LC11)
Ma Uplift 1=263)LC 12),14-253(LC 12)
FORCES. (Ibl-Mm.CompAAm.Tm.-Alllwcm 2501101 velem exayRwhensnwm.
TOP CHORD 1-2=65X181,2-28=26101221,526=243]1)32,3+--215&!15,11-12-215&'/12,
12-P•-X3)035,1327=251 M24,1111=05&183,43=2)1]088,S-28=2822/843,
2528=20221813,62k-28221813,6-7—U198110N,7-8--3889/1044,e-9=3898/1014,
530=-26221935 30.31=-282MO8,10.31=2822/RT6,10.11=-2)1]00fi
BOT CHORD 1-1]-810/12/0151]=912I39(33,1S18=910.Ob3,1415=-0154240
WEBS 518=33053,6-16X353,4-1]=-22X832,11-15=2221832,51]=-00621!1,
515=n0821fi
NOTES
1)Unauwxl mN Lire loads here been nnn.dnre Ml Me levan.
2)Wxd:ASCE]-1O:Va=130Mh(3-ma.]aaud)Vasil=101mW;TCDL=4.2Wf:8CDL=3 M,,IK256;B45I1;L=38A m1e=5R,Cd.
11,Exp 8,EW.,GCp41.18;NWRRS(lir on3)antC-C EdmM2)DW M3]-11,IMenMI)Y]-11 b]-00,Exknor(2)7-M to
33-0.11,Int 1)330.11103650]Hoer anldeu eft all dght exposed;and mNalIdl mel right wlposM;C Wemnb>eand
faces 8 MWtRS Meeni dwmr,Lumber DOL=1.60 pate gnp DOL=1 SO
3)Pnbile ale de dmM,e b Prevent water WndiW
4)T0I6 Wm nee teen devgal fora 10.0 pd Odom c Moe oxi rmanameM w811 any dNer%re IW.
5)'The bum he.neen le,nel fora live load d 20NM.bee OMtan AOM in all..where A nxianan 3a Wby 2-0.0 wke
x111 M between Ire kaftan mwl and any olbn en nr n ,
6)Pmvge medxnial anexdlwl(by o61em)diem b kming Rale apebls ae0ealae lln,2631E ugi6 Mjant 1 ant 2631E up9I1 M
(rid 14.
QewlsMeR.Y.pe.An P.e.r.Mwe mr a tls lmdwxmenMlemMmMeeam46.]m n..1seMM4enaM e�
aaNnxW MUMMNxm W]M�bLMMpnbMeEenbepnYblWeeMq Mbbn kYMnIAgpNgPwx.en
NeelebnLObees..tlshtlgYelpsiYIAXIMeNKW>WT[wxmseen Po(e1/In[:IoaeMKOrdTkb6emi
bef10a11T.kIIM1YW bbpwwl Wk9MYgNY/bblwRMemtlwev'Ane uM NMblMeawYxtlammMN�t4 e
beNMem1IMYMYYMbPxM4aMaMMx1Y VYIdkMYMPgsbaneVe WmMa1MNMMeiePb9b
seen alseP.drlwY wexb MaelNdbwex Mbmgffim.e� W.YIN1WWGre4WMue 6Cd 6nemYlrwPwxM BMPxb EYBNLL
4MyNNmM ewYLb hmTrvw WY Max.31eR Lw Basel®m]1;MaYb.VA33]11 ince.R m10
OFFICE COPY
Jab TdM Trans TM Ob PRY Rwawre Hwrca MeyWMIA
05153)
J1605%+ 002 COIle1m 4 1
Manning Building SUMeiea, Jabamle.R B.Ot0aAdA21tBMDeA lrtllaaMs,lrc. Fn Fe62403:d:58201] Paget
fall244
So 112 IT�Ti fa'xu• .17
T77S
a
u xe 4d c IyL"
d10 IWz u
t n p
40 34•X33• 15 24 X38• t 44
= .10 II
REPAIR:MODIFY THETOPCHORD ® INSTALL 2 X 4 SP NO2,CUT TO FIT TIGHT.
PROFILEASSHORIN.
LUMBER AND CONNECTOR PLATES ISHOWX ATTACH I2•PLYWOOD OR OSB GUSSET 11513Y RATED SHEATHING 2WIS EXP I)
DASHED)TO BE CUT CLEANLY AND ACCURATELY � SOEACH FACE OFTRUSAMS,2 A Q. AN LARGER RAILS ROWS:ER
FOLLOWING NAIL
AND THE REMAINING PLATE 11S11 MUST BE FULLY TO
DRIVE FROM ISOW5,2XS5TAGGERGER LNG FROM
FRONT
PO.C. ACE
EMBEDDED AND UNDISTUROED. TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FRdI FRONT TO BACK FACE
FORA NETO.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2'MEMBER
END DISTANCE
esu ee+z
Place XV 1438 4:0.2462 10;0. 40.b 13:6S2E 14:0.5962 15' 111:0.500.2-1
LOADING; (Pati SPACING. 2-09 CM, GER. In (NPI Vtle3 PLATES OMP
TOLL 20.0 Pbls GAip DOL 1.25 TC GOO Vsi LL) -0241415 >gW 240 MT20 2Milo
TCDL TOwrol a DOL I'M BC onVM(R) -0.64 1115 a8B1 130
WILL 0.0 Rep Srevlrcr YES WB 0.414 Hoa(TL) 0.14 13 Na Na
BCDL 10.0 CdIe FBC201NP12W7 Me iaMSH WNpId i0lb FT=20%
LUMBER- BRAC RS.
TOP CHORD 2a4SPNo.2 TOP CHORD Sludural woos MlealNlM coatly applaetl or 1-10.13 mpuMna.
BOT CHORD 2x4SPNo.1O BOT CHORD HIOM CNIing tlarectly applied or 861 d:bNdq,
WEBS 24SPNo.2 MTek remmnNntletlid SetMxNaaIM RRalletl aoW bddlM
SLIDER LM 2x8 SP No 22X0,Right W SP No22-09 be illtldletl OutlnpWM rttBm,in ednNrowX131ebizd
Installation a"
NEACMNN. (Ismae) 1=134]x948 (Mn.0.14),13=134]NS11 )min.0.14)
Mm Hort,1=5%LC 11)
Mag ILIAD 1=283(1312),13=263(LC 12)
FORCES (Ib)-Mm.CanpJMm.Tw,-AllbI 250(lb)orN exceµwMna .
TOP CHORD i-ABSBl161,2-25=253p1/1],125=2459!!28,34=2403b36,1611=240Y838,
11-211=2454'7211,12-28=2532/]17,12-13,8581I63,4-5=-218NBB8,527=22211130,
&27=2221NN0,&]=-2g W0,74=23331870,&28=22211380,620=WIXM0,
610=2186658
BUT CHORD 1-18=-81211288,15-18=4SN2701,1415 701,1114=41312288
WEBS ]-15=2TM1R,&15=-541440,6-15=49MO,6-15=723202,814=72 2,
416-188/115,1014-1811/]15
NOTES-
1)
OTES1)uMNapeeledlNeloatlabmebaenwnsitler fmtN dmgn.
2)W hal ASCE 7-10,Vdh130P0(3s d gust)VaaE101mph,TCDL4.2pd;BC31-=O0ptl;h=2511;8454;L=3811;eeae=5e;Cal
11; 11,Ilaelidlt)1]-11 to 660,Ealrlor(2)96O to
30.613,IMMd(113O613ro3&SO mumt,erML=Nnan0ngr DOL=L ak aenir011M aM 0pM mpoaee GC for rlwnberaaM
Iolme 8 MWFRS IOr le9dpni eM1pan;Lumber OOL=1.fi0 plMe pbP DOL=1 BO
3)fla truss e s Dean dnege to plea 10 water poMilp.
4)TM1ia ld55M1asbeentleeMg Mra ll pdbottomdldtlIna IOeOIldrm inallwaM1tryfiber Ine I"e
51`TMs hate M1asbeenttendaca KKelaw!lothd 2O0ers iM bdlom c5atl in elladm wTerearedargle 349taXM 2-0.0witla
MII fit s namhethe bottom Uiortl and they other membri.
81 jam 13 mecnanira'minednn(by dlNrs)d Wssto Oea0ng pole Capable dxilM1Marding 2636 uMM MpiM 1 and 2831b uplift N
jam 13.
Q awmrc-vaF m+qr PonwMw•m rNxo xm®ov ms xxo wavom Mnm aarawlca wet swm m.lwrnna eaTpa u¢
hynMusvwNrq Mntl6onmiwa.!lib Mtlpn a GSaa wh upw,PonmNen Yiurn,eM�sbren Ina unlautiipmnryaM,M
wn.aww....�u»w�wrw agl•w m•en IM•nnbeuryaa:pa wl.m.mss..e a�nPom��.=n�Wme im:e.mn.mine nwwl
oam"ax.an. � �m.abiow.wmewl�,.am�mneWiwss..emoronore memem�n ��.il.mPorerv.aa wrm...m enma M .
bb�'M�^Yaia M1�wewaammanwMmMna.N pvNe pmaaW nlurlaM aaMYbmge. agerab Wbenp rpvalp Ne
Vary Mrs awn Trvu PlaeINaYW.xIiN LaeBM As®2 xMW gMj(p01,NyCMN.thNa9.M KNBUYaMF9.iwwa 6Pwb satleM.
JU Trvae Trun Type Gly %Y Riem.H—may Wo./Ik
T1051S32)
J1805ffi1 P9I Cammm 4 1
Mmft 8uiii&,dwas, Jekwlwie,R 6010e)p202016WTekIsAsVas Inc Fn Feb240eA13B201)Pai
24-0 24.260. 2a'YIO' 23-0
5m 12 iS b,M mM � 36 -6F
iW m 27 1916
2-0-0 3 11 2-0-0
m w
10 II x/ I2 1eo II
2P.Qa 18 A 30 15 31 3x 1421'AM'
9
yN = a-
9a=
REPAIR:MODIFY THE TOP CHORD ■ INSTALL 224 SP NO2,CUT TO FIT TIGHT.
PROFILE AS SHOWN.
LUMBER AND CONNECTOR PIATES(SHGWxx ATTACH I2'PLYWGOU OR OSB GUSSET(INN-RATED SHEATHING 2M16 EAP 1)
DASHED)TO BE CUT CLEANLY AND ACCURATELY TO EACH FACE OF TRUSS YRTH(0.131'%2.5'MIN.)MAILS PER THE FOLLOWING NAIL
ING PIAIE MUST BE FULLY
SCHEDULE:2 X 4%-3 ROWS,22G'S AND LARGER-4 ROWS:SPACED III r O.C.(MILS
AND THE REMAIN
EMBEDDED AND REMAINING
PLA E(S TO BE ORNIEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE
FOR A NETT O.C.SPACING IN EACH COVERED TRUSS MEMBER.ME 2'MEMBER
END DISTANCE.
gS1] e8 x
LOADING (peO SPACING- 230 CM. DEFL In Vm) YEW va PIAIETi GRIP
TOLL 20.0 %ale Gnp DOL 125 TC 0.95 VmhLL) -0.2815.16 >41911 210 MRO 214)190
TCDL i.0 LMnUer DOL 1.25 BC 0.)8 Vm(TL) 4681415 x811 180
BCLL 0.0 Rev61nnest. YES Y\B 0.52 Hor2(TL) 013 13 da Na
BCDL 10.0 CMe FBC2014IPI200) MMhJ.I3H W W:1941E FT-20%
LUMBER- SPACING.
TOP CHORD 2M SP No.2 TOP CHORD 111 1, 1111E-1eMhin Imt,app2M. (PSI
BOT CHORD 2x4 SP WAD BOT CHORD M9Itl mYllM dladlyappkM mBS9m Med n9.
WEBS 2x18PNo2 MlM1k noormard.Vm 9bbllmrs AM readreE ams bnW9
SLIDER Leff 2dl SP Hal 2-03,RgM 2x6 SP No.22-DO be IIWMe6 day,Raw madmrk In amamenm with Smi6ser
REACTIONS. 9hNe.l 1=131]1658 Illni.0.1-01.13=1347x458 (wn.0.13)
Mm Hors i=7NLC 11)
Matt Upw 1=2636012),tY26NLC 12)
FORCES. (W)-MeTCap lex.Tm.-Nlbtue250(m)orN exoWtwM1enaM1awn.
TOPCHORD 1-2-618x1)5,2-25=255&)16,125=-2513/)28,326=MIM/880,426-23561691,
10.24295&381,11-2]=M91M60,11-20-VH 29,12-26=2556')16,12-13=0391115,
433=-179444.5-33=1791159),5�21WYMIG 631=2514/]82,3635=251N(2,
735=251M62,7-36=251M62,31 637=251M62,18=2152/093,
9-3B=179M58T,1638-178059)
BOTCHORD 1-183162282,1628=-53512152,2830=5=152,15-383352152,15315358152,
3132=5358152,1432=5332152,11145152292
WEBS 7-1558)/178,515=10115)4,614 5 662 01,615=101/574,=275137,
1,615=101/574,516=08 418 4,
418=2)593),10.14=2]5937
NOTES-
1)Undimm0 mdM Ideals M1ew hem mi ddened Mmisdau n.
2)W1M:ASCE 7-10;Vuh=130mph(3,mmntl 9uaH VaM=10Ih0:TCDL42pM;BCDLUOpa],M--25118-1511;L=36N;ear 0;Cd,
II;Exp B;End.,GCd=0,18;MWF E;(Elrnsm.1)and C-C E mmQ)6D0 m S7-11,IMerml)1)-111011-00,EMMd(2)11-0
m 29-0-11,IMeMRt)280-11m ss zone',m rDOL I, pn9Mexpose=:eM wticel kllMDIIpMezpoeM;C-C 1m members
eM roices6M dialmrhetap rdwm piadinDOL=180 plam 9np DOL=1 BO
3)This tra atlepoMe Eld sign dMra 10 wrier aKorn .
1)TM1istmw Mspeen cleageeila iry pdhotlam Mmtl five IntlOomm�mrreMwEOany MMrIna
eroe
5)• llThis t tmsahas mtbeen=edmMlma(Ire Intlr iM DPW mi,emVie CDL 100 in all arms wherearedeye36Otd1 by 2-Wwltle
willyEe haeentiel wim dwMby myOmerm,to beam, B0DL=100pd.
8)pad 13 nNckaMnd mnrie tion(by dfrers)dOuw 10 heanrg qde mpaVle dxtllMbMin92631h uplift elpim 1 and 263 Ib uplM at
)oiM 13.
A.ahwm.N,yYaW,r�erarr+•wuaoxores exmauro welmeo mlaaartmleawYaiam�.wmnreaaars uc
van niw for use pnH wnn MIWeM rmmnara.Tnx aeaHn^a enaa onh wmwmm�ers enm'n,em le rw en wltlel gMy mNmw4 ad
wmy asp vseiyoraesgn pamm�ers eno POPoMxxop�tlnYyrkMMpM
e.�ie'�v'a=1>'e�ae± eiwae.mw Km e:rrrnvxmaMe�nla.e..m.aea,mam mamx.e omr.�d9dlrriomeN+ N.Nix MR
WOW
s aW�m�renuYM bareYlllryanolo prewM¢Ylapm sen ppefAx Porwnel lnlury ano pmpanyoemave. Fa Fenwi9WYY1
on2e.oMwry. .T... N '.. lrvue ...se ANBVm19WgmY1w6M10�eMMYiedweeNM &Oehb Mal.
Yny M1mimemn mwwNRom irvm PW iMNb,atex.leenex.9ub>12 NemwrY,VPIDt1. Twnp.R aM10
OFFICE COFF.
rTws TWb<T)ys 7 PM RMrtlb Hires MeyWMllk
T1W1532]
1 CD3 fomlal 1
MennN66ullong 6uPPlas, J.M.A..FL 6.010s]p2020161WRaklNuseies,Irc FM1FebMO&W:% M] Papv1
244Xaa
6W 1I
N m
1.6W G
3 6 6
69 s n M 4v1 a d
mo z 10 .1.
11
13 X] a 19 ]0 1t
21" b
]N= ya 3M
REPAIR:MODIFY THE TOP CHORD ® WSTALL2XISPNO.;CUTTOMTTOHT.
PROFILE AS SHOWN.
LUMBER ANO CONNECTOR PLATES(SHOWN ATTACH 114 PLYWOOD OR ME GUSSET(1432•RATED SHEATHING 2416 EXP 1)
DASHED)TO BE CUT CLEANLY AND ACCURATELY gC E ULE:2XA5O EACH FACE OF m3ROW3 2USS >(65ANDHARa0.131 IER ROWS SPACED@VO.C.NAILS
ANO THE REIMINING PLATEIS)MUST BE FULLY TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE
EMBEDDED AND UNMSTUR FOR A NET r O.C.SPACNG IN EACH COVERED TRUSS MEMBER.USE 2'MEMBER
END DISTANCE
earz +eza nal 3.ba
LOADING IpR SPACING- 2ao CIS DER, in INa) No U4 PLATES amp
TC 20.0 Plate Gnp DOL 1.25 TC ON V"u) 43.27 1113 -0969 210 MT20 2"IN
TCDL 7.0 Lumbn DOL 1.25 BC 0.76 VerKM) -0.8912-13 s803 180
wu 0.0 Rep Slreal. YES WB ON HWATL) 0.13 11 M Ne
BCDL 10.0 Catb FBC2014TPC007 Nsft NSH W4gw MMo FT=2M4
W M. ...._ . BRACING.
TOP CHORD 221 SP N0.2 TOP CHORD WluduralxwOaM1eMM1ltlg dlleMy eppfetl.
BOT CHORD WSPN0.1D BOT CHORD Had miling dlreollY appked or 8-&l l as bredng.
WEBS L1 SP No.2 WEBS 1 Row st rnsid &13.413
SLIDER LM 2r 18 SP No 22-Oa,RgM 2s8 SP No.22aa "Tek remmmendalM1el S1ffiLimrs end taqulredaw NaUlp
be issarl tldunnptM.s erection,In au- NIMH aiW SlaHliter
InetIla Itle.
REACTIONS. IINN2e) 1=131]&5-0(min.O1-8),11=131]&58 1Mn.&tat
Ma Hoa 1=BILC 10)
Mm UpW 1=283(LC 12).11=X3(UC 12)
FORCES. (Ib)-Med.CamplMa.Ten.-AI faces 25010)W MmeWep Naen dteaD.
TOP CHORD 1-2=BBd1]%2-21--2584]0],S2 2623/]20,3-2�235]MBO 424=2322580,
5=1]8215]3,]A=1]82/5]3,525=232M0,0.25=-238]R6g,426=2523/]2,
1526=2WIWD7,1511=860fln,&31=210.51874,541=21951671,ll- -2144679,
]-3Y-211518]1
BOT CHORD 1-11-60123M,1427=,IBB2013,274S—G82013,1320=-98&2013,112"0112D13,
2S9R-9p62 13,12-30=JS82013,11-lY—Wil sl
&EBS &13-31415,&13=58325,&127-34387.413=584150,411=35130],
&13=2]81038,]-13=2]&636
NOTES.
1)Unbelanmd mMIFR bed.IHss,(Hen Wndtreretl for Nis adds,
2)WIN:ASCE 1-10;Vul=130reph(3semN Duel)Vad=101mph,TCDL42psl,BCDI- .UpI;h=2510 B45A,L=36ft;d e=41;Cel.
II;Fap B;EM-,GCpi=o.18;MOVERS ltlllecaaiM)aM FC E temr(2)000103]-11,IMMa(1)3]-11 M 130-0,EMeno(2)13110
to27611,I M R1)ZI-0110383E n,L m WLtellaMMegApML-;mtlsvAral tell eIN OpMexWeM;CC for members
ntrdeW MOVERSfa IaMAbr18 ehpMn',LMnbar DOL=1.80 plMe g0p DOL=1 B0
3)Philtre atlequale drainageto prevent water porting.
1)TTis tmM1aabeentreHmg fare li pN bo0om NHNIia IWtr nwc inWwithaIIY oNH IIW ngle
57•TMS tramhasbeenhadg war InaIia betlrnedderWthe bCM 100 in ellamswT4eaIWMlale 3&D tall by 2-b0 Nde
xHA MOeTs'et IM OpllnnaTONeeazhGdM14lmmo beam,pate
palaw, f
B)Ion,II nHtliMecel mnnermn(by alMn)of truss ho Uinta pae mpede dwnhpelNllp 2831p uqN at pat l and 263 to ugel al
pia 11.
Q�pre-wryevyrpnmeti..,,e.uo.as.AND. oarsteAaaec..m m.foavtehspermsua.
9 h MI M6 h qn a G MbA
rvs Y e riH M e°q �tenen�ena
,e Pia I. � ew
•w n Pta b n . eM m v wm - eod
h nmlm .aeYw .1rdsolase wN W% IaYcbM1,W6ay. eualy CemFxxM evw rl Fa1.
BaMYFNrweYen nwMenenTw.Haa vaea,n aHV Ns.3rz aa..�ai. T.mP..a aa1.
0MCE COPY
Jab Tmea T)'Pe Ob Py Mpe1lW lgnne(y Wwdlk
T1W15332
J1805261 003E Lumen 3 1
Mumm Buid1p S.Rilks, JeesuMe,FL 9.010 a Aw A M116 MITA IndeAias,OC Fri Feb 31069510 M17 PepeI
ID:IIZII_uC]Ym9_JMII�K9Vy111owPP6pTaIfZ50NKYR UlYG2WP5yR` VBVTJ9Ym A
H 1 2484 3DJs 6969
' 68-11 83.1 6at2 a312 63-t Mtn
smle=>:ax.z
11180 0 0
>m 1.5as II 1m=
6 631 II T
SWC as,
bd/ 0 8
Q tba4as
G d
a a d
,1y4 s A
10
z tD
t Il
u n ]a 13 2a 86 11
y4= 658- ,h4- 3va 11
3d II
� 8813 9812 P2-12 8&12 �
REPAIR(S) REQUIRED
Plele gNeU % 1.621 6311 5-&3O0.2J :930 O2J 11:6480311 13:OJ-0&
LDy1DING (pn SP11,0IN0. 2-0.0 M. cll L n (ba) Ikea iM PLATES GRIP
TCLL 2D.0 Pole Grip DOL 1.25 TO 0.51 Ve0(LL) -0.141314 X999 24D MTA 2441190
TCM 7.0LOmNerDOL 1.25 BC 0.89 Vent(M) -0.31 1214 >A5 180
BCLL 0.0 • Rep M.9lm YES m 0.27 1brz(TL) 004 11 his Ne
mm 100 Cade FBC2DWPl20(y MdOaJISH waptimm, FT=A96
LUMBER- _--.. BRACING.
TOP CHORD 2x WW.2TOP CHORD SWdudw N1W0 WedlyeppA m5 2m W4ft.
BOTCHORD 2x48PN0.2 BOT CHORD Rigid 0den9 da."app1u1 a 10.6010 bratlrl0.
WEBS 2MSPNo.2 V.E88 1Rowel eedpl 8-13,413
SLIDER LM Md SP No.22-00,!bent W SP W.2 2-0-0
RPACmolml. 111✓•¢el 1 5&'0.58,11 5&115 8,13=19831P38
Mm Haz 1=991LC 10)
Mm UpMI 1=11B(LC 12),11=118(LC 121.13=A1(LC 12)
Maw G. 1=699(LC 21),11=689(LC 22),13=13B31LC 1)
FORCES. (DI-Mea.CunP.851ax Tm.-kllomes 250(bla len nreP when slwxn.
TOP CHORD 43=10"/199,3 --116]1245,&B=BByrz45,811=10"290
BOT CHORD 1-14=2159113,13-14=76drA,12-13=7e .11-12=2161983
V.EBS &Ix UY141,8-13=54]241,4+IT-81]2!1,&12-]TH9],WlY-28511)2,
414--]2]48],314+-2951172
NO E&
1)Repair Conditi1THX 2TMinid9a OSB(Adpleated)m Wb 2,111limnsa 1) issoll8.
2)ldacN13'H i23'aNX]Ifb'OSB InPn RANO WonSis24Ite Expwued 9usadlo OotM1fidesltog wsfo5ws d-
(0.131'X3')naas Nn0-Mere,driven iM1mupN OdN aNMa d pBwaotl eM tlillWM. Comede01o0e1M1er n bllawa:2xd-l mws
6Minimum 0.30mMddslwe.
3)Attach 1 12'H X 23'10 X]Itb'OSB(nPn Rde0 balmililq 24118 Eapnun 1)pusMlo OdN dOn dime Minna]wM 10tl
(0.131k3')mis Nom a D e face,Omen iM1m1gM1 bdM1 aM1eds d pryw9od end dimretl. Comedetl b9elM1er as IallOwe:264-1 mxa
OJOo.C.Midmum 0.30W ddeae.
d)RBeM 14'H X 14'wX 711WCoo(APA Rdetl SNMN119241of FJponn 1)9usne,NCM aces dime atJoint8 wb f Otl
(0.13113 "sins Nan each WOrlace,Onpen Nm1gM1 bdM1 shedsdparymC mtl tlimletl. CamedM bgdM1ttnbllows:2x4-1 mws
0A0.o MlNmum 03-0aM Oidance.
6)War
Uni
b)UMASC0andYpe -i lupe Neen CoMguMkfahas tleaM
])Waml ASCE , O=0,130mpb RS(dirm ionM Vntl=101mpN;TCDL4. W SCOLlMew(M1=25R,8=450;L=3d0 e"2)N;Cd.
II;Eap-1 E1M., ogl)218MWPR Ommb ile C-CEaledor(21 p0. ;L IMerialt)3]-11 i0xp8 : a br(2 wm
todforce,IMeri RSforreab3&60zam;rther COLOatead,geapose=l em peltinlleft an0 ripM eapoae0:GC brtmmbau
end/alma&MWTRSfor topreainlaid;LummrDOL=160 pole 90p DOL=180
8)Provad. to prevent wrier acme,9.
9))-Thisnamsbeentlir oeirilor a100psiador dwk hisorr Ioa0dmmAWlren 91 spry dnm IW r Ioaals
ing
1DI' 1l ft truss las,tbeen OadBdW for a lige load d A.Opd on be NC%om 10O in 91 areas where a 1eda191e 380 hall by 2AOwde
wll fin beNpeen iM NOMm dad eM any finer memcere,wm BCOL=100pd.
�wnnxma.vmeeargnwurreesmaFAd Nmaewv rxMlb Axawuueeo�I[N aarEaaxce aaminem r...foavrounrwawa
eMe �
a N n p 4p erlly ey pn`^r see enene pmperly
7r10 .a`pe mPoene nay e .
M1Eaulb pe.EaYSerY eeaM� p se s-0au ate aen4 Maeml WelnICMW an,,,a8CB Sulo,Cema aaa adplgM1eF L.
seMylMOrmNen eSWasimminm%ale sue,E1 Nlee Bate ]1]FIeWYVA Yl]It wnpe,R]m10
OFFICE COPY
T. TWa QO' qY FNaIaM Nabs/ReYN4q/k
T10310332
J100328-1 A035 2 1
Manb0 Mftspppr, JakmlMlk,FL 0.010sM"2016 MtTek lMusbbs,lW, FX Feb b W.DW MT Pa 2
IDM6�N'pR_JAs9y11(ByYUL w P6PTSNL'bM(YNtDik P� a MTJ?Mm_MA
LADIES
111 PIPMtla nMrhMi®I anrbction(by p91uY1 W 0w b bsann9 PbMacW�of WOMYMIIq 1181b upMl atjdM 1,1180 uqb alpM it aM 291 Ib uplM tlj01M 13.
Q1111aMY.MYD'rPP�w MllaailRObllilMRV.VpY/�(M�ICYMYfaTII]w.H6iNFY01l1Q
Dalpi NY b w mb'w YRM pwln.M Yaa Y lwl mX aw{a W e Ywn,N Y b n k W NI GO1N www,M
buYMRYMwbXM9wyarnw MMpbllbdY�MnPweW��tlwAMkeMwkYwCX{TYbbmY
nNgw{P BrtMb YYWWYb PanaYdbkMMYbI wf�WitloOinebaeul Aa Lf/YnwryMwwwbadb e
bY]w�0YNtr4kMa�XbwnpmYPnM WbkY Mn•I N//�tlMwbdnp.FppiM]IOF1unpMptlx
YbbMb�bape.bMXM,ansllnab bnap JNSNEm MnNw MtlIFX OaR'pbih AliFMI%MbYVpwwd ®TIFYhe FW Bltl.
4YIyYbVee awYYMnTwpl MYb.]IBX.Lw Awl.eub HI,OImMY,W Yl]1l Taq�.0.]BBIp
OFFICE COPY
Jm Tema Tmsa Tine Gy Py Rhasal Hanan 3Myvill
710515333
,-.1 MIB Colmwn 2 1
Maaap BuNg 9upplin, Jdnmie,FL 8imus
apr 20201SMRekindiumn s.11c. FEFahO5W
24m2Uti Pi
,
ID a .C]Y,n _Jhw *K8yYULa0M1g1pyYKPIE,*paa WLrRW,U,bh .40_X)
sell i 1t-to-tz I 163A I R45A i ansa I 3550
' s6t1 &R-t BbtR 81tx &3-I sett
Sas=IBxn
ID85 loan I.nae
01d � t.w II 6a�d=
5 e i
5m 2
� B
bM\ 1M6
y L
23 m IN
3 0
1 11
11 Il A 13 R➢ 30 13
a. 59- 3N= b0
16 I
M2
3 Y8-1R >2-tR 1 664
REPAIR(S) REQUIRED
F1MGIeeM Y 1.OJ-003t1 .0.100.2) :0.J-00.2I 11:0+100311 13:0.40
LOAGNG (ped SPaGN0. 2-0-0 LSL 1 E 1- m (e.) vi LIE PU1TF3 GRIP
TCLL 20.0 Pee OEp DOL 1.25 TC 083 Vei -0.161116 sn9n 240 MT20 264/190
TCDL L0 Lur4arDDL 135 BC OG Ve0(TL) -0811116 N15 180
KM 0.0 ' Rap Shoes lna YES M 0.40 Ha3(TL) 0.03 11 de Ne
BCDL 10"0 Cotle FBC2016R%Z001 Macri Viii iB61b FT=20%
LUMBER- 9 Cllwi
TOP CHORD WSP No.2 TOP CHORD Slrudtlld woof dleeMin,tlrelMy spied or 510.12 s Aurins.
BOT CHORD 2,olVW.2 BOT CHORD Rli osi dremy,Wpled or 160.0 oa whom,
WEBS 2xl W Not WEBS 1Rowel eiEp1 613,413
SLIDER Laft M SP W.2 2J ,Fi 21d SP W.22-0-0
REACTIONS. (lbachal 1�IXWS8,1140.1NS8,1}-118&638
M=Mm 1=101§ 10)
Max UpMi 1=112(LC 12),11�112(LC 121.lJ M2(LC 12)
Ms Grey 1425(LC 21).11225(LC 22),1Y-1689ILC 1)
FORCEB. (lb)-Mm.Canp.AMx Tm.-NI b1oM 250Obloren nceµwbm abown.
TOP CHW2D 73.11148 Uti-451 &111-12 PB8
iBOT lii RD 1-t1-2 143,1116 0,12-13--6 ,,H-12=20313)3
WEBS 611�J11112, 11 2108&215,413=AB82<5,B-12--]3L9J,412-30M1iJ,
414=]31/93,11P3W1T3
NOTES
1)Altai GensIrH X 23 X7116.OSB( Pordarnai gdda)an both dE,V1dunes dp) )5,7,8.
2)A8x04-) X23mNX man time,
R01ed Sboth son21/43EKponxe1)doomed.Con duan tooth dldnll seM110tl
(0.1)1'x3')mime from eaM Ise,Enxm iM1mupb ndb abeels d plyw..E eld dinamed. COmedetl iopmeber as Mlmve:Z0-1 rexa
010 o c.Minimum
Md 1,
3)ABxb %2JYX7118'O63(APA..
Reef Bdyln213Ei)dsceb. bCrialareMtleMadicidmdmMdradMMl)wwisM:21XW
10.131W)nailsnem lcenenibmbbmdsdpywaMdlmd
L0a.Minimum 3ems,
distance
1)Anson X 711W 089 RmeaE SM1edNln2MExultation,1)dasd I. WasdjdE8w1m ta
)0.131'xr)MM fromeach Ims,.men dblwnM1 bgM1 almis of plywood am tli1Me. ComedeE todelM1a 6-
1 mwa
as Idlowa:DH-1 mwe
0.40 o.c.Minimum 030 eM amemce.
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