377 8th St truss revision docs CITY OF ATLANTIC BEACH
�3 800 Seminole Road
��� ���� Atlantic Beach,Florida 32233
I
s) Telepbone(904)247-5800
FAX(904)247.5845
a REVISION REQUEST SHEET
Date: 8/16/16 Received by: i`I(.0/ Resubmitted:
Permit Number. 16-SFR-1004
Original Plans Examiner: Project Name: Christamtsis-Hammill Residence
Project Address: 377 8th Street Atlantic Beach FL 32244
co
Contractor: BosBuilding Contractors Inc Contact Name: Todd A Bosco
Contact Phone : 904-241-0320 Contact e-mail: IoshAboscoebc com
Revision /Plan Check/Permit Fee(s)Due: S_.
Description of Proposed Revision to Existing Permit: Ing M
Pending Hold: a
Structural : Truss encineenno rev sr on
' A
Plumbing:
Mechanical
Electrical
Misc:
Additional Increase in Building Value: $ 0 Additional S.F. 0
Site Plan Revised: Public W/U Approval:
By signing below.I tont romel Josh Rotta affirm that the above revision
is inclusive of the proposed changes.
��� 8/16/16
Sigaature ofCon�r/Agent tcmamclor mug sips irincmnsc in n,b nn)/Agent tcomncwr o sips irirciee,e in n, wnn) Date
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I
Ch1 7REPA1-Hemmlll Atltlllion pty: l I FROM: ONW
T EPAIP YJgI: 141.4 ibs I MONT8
CAROLINA LUMBER
CHRISTAWARST MMMILL ADDITION
REPAIR RE BUILD TOP CHORD PROFILE
L J 2' �4' SCRIBE IN RN NO 2 SHIP TOP CRORO rIGM TO IT
2''� 2- SCRIBE IN 2.f NO 2 sYPNEBB TIGHT tO 111
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A
Loeding GdlmY(PM WIMCNNNNR 9mw CrMMIPp,PIFPSFI MYC&C2lbtla AMWmum RxctlOaF(WF)
TCLL 20.00 N4M SM'. ASCE]-10 pg:NA CL NA CAT:NA W hIMOBOn In be l/dM IM /M /RL /W
TCDI'. ]00 Speed: 130 mph Ph M Ce:NA VERT(LL): 0.103 E 989 302 J 817 1225 1352 1 /105 16.5
BCLL: 0.00 Endosum Gloved Lu;NA Cs:NA VERT(TL): 0.188 E BBB 302 F 823 /130 /114 1-
8CDL: 5.00 Reak Catdgwy'.II Snow Duration:NA HORZ(LL): 0.031 A - - PoM reaction.weed M Nd FRs
Up Lk 32.00 EXP:C HORZ(R): 0068 A - - J Min Bry IMMh Req= 1.5
NCBCIl 10.00 Mean Height 15.00 8 Cade I III w Creep Facepr 15 F Min Bq lMEll2 Req= 15
SOIN 2.00 TCDL'.4.2 paf BMg Code: FBC M14 RES Mak TC CSI; 0.715 Bearings J A F am a MW sudaR.
Lod DMe6w1:123S BCDL:30 pN TPI Std: 2007 Mas BC CSI: 0,463
Sp NCIN:24.0 ~RS PRrellel OUR h to 2h Rep Factors Used;Yea Mex yMb CSI: 0 575 Mvimum Top ChoFd Famae pm Ply(Iee)
CBC Dist a:3.008 FT/RT:W(Oy10(0) Mfg SpeySed Camber: CMrM Tena.Comp, CIgNe Two, Comp.
GCpi:0.18 Plate Type(s): A B 0 0 D-E 475 -1480
TRANS!Duration'.1.80 NdVE MEWVer,15.02AOC.129.1d B-C 252 -BBB E-F 516 �1W
LumbM
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TopVRNcool 13B(ERec8m(,„�,3) FILE COPY
TM Mord 2,4 SP d2 Chaps, T Best Gard Portae Per Ply(ID.)
BotMwd2xe SPn:822x0 SP M-30: GIVM Tene.Cpmp. Ehwda TeM Camp
NkbsbNSPb J-1 633 -143 N-G 1158 -322
LumpdNdIter RRt"1by AI-S design valga 1-H 1002 -290 G F 1871 -525
aVWaWd 1/30.2013 by ALSC
prongfie. REVIEWED FOR CODE COMPLIAN ral”Web Forte.Per ft III
(l 1 pbte(s)require special PRltbnillg.Re er to Tens.Comp, YNgs TMs. Camp
asakd plak pbl aeMiN kr apetlal poai5wey CITY OF ATLANTIC BEACH AJ 62 -66 C-H 271 -49
requlmoents SEE PERMITS FOR ADDITIONAL J See -966 N-D 47 -139
PNtes sizes twamnimem o14.0o w.in./piece. REQUIREMENTS AND CONDITIONS B-I 486 -141 O-G 306 -57
PurlMe
-C 245 .533 G-E 211 419
////M�yyyyy����q
In lkuwamcwchooseiswrigb cellirlp use pudks REVIEWED BY-.--
DATE: 119•/6
IN kkralty breR GwNe a5 blSts"
COON Speurg(In a) 50.00 EMIR)
TC 20 0.00 25.35
BC 120 c25.24oo ,Rise
921T purlins to airy MONS above or below fillers 4 s y LP Aq'o
N 21T OC unkss shwm eXreiwiu above. P".GE S7-. 0..
"ad p.vdy ;,GEwa'e"..1!� REVISION
Wndloadabased On MWFRSwimadditbn.ICBC [➢'N" ' u :.=
member design. 0
7"
ta0820412.. �e= BP#
Led eat vedkal not exposed to wind pressure. 8/4/2016 }Di sTgTe of :WF
dlBoo a SIGNED_ t
DATE
AdoNess.l Ns
WA
RNINGISUNPLATED JOINT(S) r �r
The overall height 0f thio Lues exdudNg overhang is
4-9-0
NOTES:
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TH
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0Aaex T.S'All. Fl.124
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sR.:.No Is4T.4245 slNiori P.M cavo svll.ad2..len:on„n..FL Bn2a.spa sl sop
TrueHouse TEL-1—,.—II PE NO SEEDA PE RE Illel I-”.iil(wEAPEX
SRa ¢0
` 0Ocu6(gp Envelope ID:IBCOD88A 0BB5-43]PiI'll-D 1 A28AF 191 DC ' QN 11 j SEAN 17420 T85 I HIPS
CMishandns-Hammill Anon' y
ROM. DRW
T31_REPgIR _ Wg1:134.4 Ibs I
08103116
GFOLIMq WM9Ex
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Je l Posts IN.NO I.,,i.P CNORpa PGNTTOF
A 0B4 =4%5 111204 X3%4 %2%4 scRleE lxmxoxsrPwE9 ngxTm RT
T 1%4 D D E F G aJ%a 2 riJOCAPPLIEDTOEACHl%oa.]N0.1],,,
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7
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11 L
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L mg Cftft toed "M comew B11ow CH gogPINIPSF) MWCSI CrMeHs A Me%Imum ReacUDrM(q)
TCLL'. 20.00 VAtW SM: ASCE].10 Pg:HA CI:NA CAT:NA PP Ik,spodon m I.L ide0 V! Lac R I U /Re, IM /RL )W
TCUL: 7.00 Speed: 130 mpn KNIA De:NA VERTILL): 0221 E 999 302 L 81] 12381342
BOLL: 0.00 Elxtloeure:Closed Lu:NA Ca.NA VERT 049 E ]09 302 1 823 1151 1403
BCaL 5.00 Riak Cebpary'.If Srew Deation:NA HORAW: 0.089A - - VAM reapJbna WeetlmMVFRS
Des W'. 32.00 EXP:C MR2(rL):0.134 A - - L MM Bq VMdm Rad= 15
Ill 1000 Mean Heg 15.00fl Cade/M CMede Creep Facp]e IS 1 Min BMWMR
eq= 1.$
LoNed200 T I)L:13 psi TPI Coda: FBC 2011 RES Mex TC CSI: 0.855 Besdrlgs L 81 are a rigid wdece.
Laatl Wmtlgn:125- BCaL:J.0 est TPI SM:2007 Mex BC CSI0.951
Spai 24.0" ~RS Parallel Ds1h to 2h Rep FaPlas Used.Yea Max VAR,CSI: 0.580 Ileal.Tap clean FO=Par Ply(Ips)
CBC DNa:3.001 "RT:30(0}/10(0) Mfg SPeciletl Camber: Change Tests
.Cords Chwds T Camp
CCpl:0.18 RbM Type(s) A-B 0 -8 E-F 51] -191
l"AW DuI]atlOn:180 NAVE,HS VIEWVef 15.02.ggy - 21].15
LumWr B-C 75 -123 F-D 54] 1321
580
VahreSM.13B(EBediveaftio013) D-E 489.111M H-H w -1551
Sgt -18W
Top PJgrtl 2x4 SP a2 ..
these;Md 2x4 SP a2 MNnerm da nd, FOrCho far Ply(Ibe)
NWa2x4 SP a3 Cgada TaN.Co,ry. CMNa Tent Comp
LunNe ve4e est'13a'uwa Oeagn values L-K 853 -217 J-1 1858 -80]
appovetl 1I30IT013 by ALSC
N J 191 -bt
PWrp Noies
Pollee shed!ler a minimum of 4.00 at in Iplece. Maximum Web Fomes Per Ply plea)
Pont.. lH1M I.Con, N.bb Tena Carne
A-L 34 -M D-K 225 -411
In Ileo ofy onsovrel Paeslaorilds ceiling uses purlins L-B 112 -228 K-E 121 -233
10 laChold bSimon"iMae Mllowa' L-C 381 -915 F-J M -]2
TC Spx24 a) St000 2535) C-K 851 -239 J-H 208 -39
TC 24 000 2535
BC 120 000 2524
Appy)purlins any ghmos above or ons, fillers
OC
at 24" unless
ss shown ote
h ,wiee above.
WIM ,pe
Trial l.da mMnber design
an MWFRSwog,adtli5onalCBC VpPE cE.... 00�
Left end vertical not e% �./ ? fig„ ru
posed to wind pressure. F�_f
Camber one14E�]8(B412
ax • Q'
MJTVERTDEFL:LL0.16"DL.0.18" Sae Cestan 8/4/2016 10% 51ATE OF iWe
DEFLC 131014 for carder d oomnhoul ons. so..
..............
PfONde b adequate drains a of roof
AOdKbnal Notes
n ONp;Env
TM overall height of thin buss daOdding overhang Is
4-1-0
NOTES:
1 This olawn9 is nol IM-1 son,hi-e lEM1on Ao]omnel lnsslNv9ooieNxnpefrylry tlln,ryO onwry ind eC311L].
t(/ drirauNoln¢nlonn Hq the andwounir plane dmn9 insulation
il Apaa No Is-' 111 tlS.ous Per,
iEyJ sto 'erinip11 rc222I x82152 On fknoe E�19Nee, \
9usiMN No ]ea]-s]455unon PeIX Court Suna<Dx JegscnNlle,FL]x229�9Da Bb 5xW
re¢naNeltoNowsxi Janmr Ii Denhe Munar PE No 80Eaow4na
APEX
rue ouse Na epeJa Iii.. E951a >E No ],a5> PE No eD.aP 1
Docui Envelope l D:1BCOD68A-081354376-8790-D1828AF191DC Py:t SEON'.+]41n;TB4l HIPS
GnslamNls Hammlll Addition pry- 1 FROM: DRVt
T30 REPAIR _.-
VVI 13551os O"A'Sn8
,.e.Nik ones.
CMPonWR1.i.1-1.1nol
mPFF1 aEdWLO TOP CHO.III
soma w a.No z srP TOP OnCam TONT Ot FIT
soan eEw as No z o"asmv Tom ronT
12 TO`vs.Aoi mEWI FACE Aitol,
{�2'B"� �'� 4
entN0.No 2 i1,CO.CNEO TO FACH PACE OF OM
A B C Tt p E
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1
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p1�3%yq1)
3X13 az
• f"vs,
LOeRllp CFILMa 011 WIM DNMM 9rpw CrIMM(v9.%1n psF) DefllG51 CNMNa ♦Mvlmum Wadbna(IM)
TOLL: 20.00 NAW S1,: ASCE)-10 Pp:NA C[NA Cq F aJA PP Delleppn in roc Ualoo lq Lac fl I U
TCOL: ].00 Speed'. 130 mpp Pt NA Ca.NA VERT(LL). 0203 E 900 302
BOLL: 000 Encipsum:Cbaad L. NA C. NA M 131] 1250 /334 I- ISS /5.5
VERT(TL): 0892 E 772 302 H 825 1251 1303 /
SCOL: 5.00 Rlsk Gtegay:11 S.Duration;NA HO l- 15.5
Dae Ltl:32.00 UP:C RZ(LL): 0.113 A - - M reedbna assets on M15
NOgZF 0.1130 - M Min BM N10N Reg= 1.5
Spot:WEI : 1000 Mwn H 2 psa 15.00 fl COM I MNc C 201 Creep FLL4or.1 6 H Mil BM NMN Req= 1,5
SOMI: 200 TCDL:/2 pot BM0 COM: FSC 2014 RES Mat TC CSI: O.B67 Bwxlpa M B N are a rpM¢urFaca.
LON1 Oaalbn:l lB• BCDL:3.0 pot TR SM: 2007 Met BC C51: 0.754
Sl adi 240" MWFRS PM DIM:b 1,20 Rap Fetbs Ua :Yea Mex V CSI1.903 Ma m TOP CMN FOrsom Mr Ply Dot
CBC DIM a:300a 1TIRT-30(Oy10(0) AN;SpeoSaE Ce : Chards Tons son Gpose Tono. Camp
(KO:0.18 Pi Type($): A-B 0 -1 E-F 701 -1811
NpMOurMIon:10D I YMVE _i_vnF150200C.121].15 IT_c 453-1083 li m -1582
LumOar LMmp C.D .1-157 G-H BBB 1898
Value SeL 138(EBeOtiva M1/2013) Wind load.Eased on Iiii MM MIS onal OBC D-E m-1533
TOO COord 2x4 SP a2 ;0,,SP M-30: manlMr tleaign.
Not omdD SP a2:N 2.4 SP M-31: LM and vemipl not ex MaiMMm Bd CMN FORA PMP
Wdw 2x4 SP a3 poled to MTM pre. m hpBal
CEatl¢ Tan.Comp. CEaM Ten. Comp
Lwdmd ICC aM"138"ALSO
rkagn values CanJT M-L 39 -111 J-I 1512 -5)6
appmNp 1I30Y2013MgLSC MaxMav JT VERT OEFL LL:O 15'DL:0.15'.Sce MNiI L-K 1114 �360 I.H 15311 -5)2
DEFLCAMB1014 for camper moomme1M81pn5. K 1541 5]5
(a)C n5 Pmuds M adeyuace drainage Of root
(a) IXMnYW3IMerel realreint epua9y spaced w
mambar. AMMwM NOM. Maximum Wb FOrr:aa ParPy plrl
Slowest!LwM
NNRNINGI CSI EXCEEDS ISo Weds Tens Comp YVQ lossina. Camp
(1001 228 -4sz
(Lunda Dur Fel=125/PWe$601ac.-1.25) NMRNINGI B UNIPI JOINTS) M-B Me -856 N-O " -195
TTO-FrournO-Fmm 55 PXM 0.001, 55p8M 9W lne ovmall B-L W3 -3W O-J 233 -BO
,und 55OXet 1.]91, 55OIfat 0.50 ONpptdNla tmsa etdWllg ovaNwrMN
TC-Fran SSOXat "Woo55p8at 2535 4-0-5. L-C 28) -528 P-F in -351
BG From 10 pXM 1,0.00 10 pXM 542 25.35 C-K '129 P-G 186 _363
PI Nope¢ O-K 175 -201 G-I 110 -103
aK-N 256 -303
Placesms NOW for.minimum 44.00 sq.ln/piety. `PEY rP 4HF,
Purlln �w�AF -GEFi tP
In Iceu of slrudul it panels.1 111 calm,use al
to Iamrelly brace coop.as lot.'
Chad SwTIC 2nB(in CO) Sti f4 ON 2M35) dM14p�]BBa422.. 4 '
8/4/ZOT6 %9', STATE OF iW.
BC 120 0.00 25.24 'O . T 0.
AppbpurlinstomryoMpsaboveor,M 011ers II.o <pgIp H:o2
d 24"OC OONSs smoxn otllerwixe.opme �,�SS.ONR 4..
in
NOTES: -- -- -- -
�'� 1Hrni{eI.w11N i{agl wrclx.m.wm mrlmaynlex. Adoemxx ixx+amox..wmwnnl+9 mea uma ar.mae.ixaaea ecsllm
tyle ro we m rnr�anFmx.an ma.+meaxml p1ex.eMag mamasan
TgOAp Taap 9yI{efi e0u{Mma mma p ie royy lot Fbaea LwpW.M1on Flanea EogToo
Buxlw{a No )N) 4]45 SNbn Pa.CCM,Suib b2,JaAeOOnXt FL 32224-a3f 021 WAS
TrueHouse EC NCxfi08391pW� No 50 4 pE NOai Syy Pin lgH.
o a9-lane APEX
1) uSian EnvelopelD'. IBCOD68AO8854976879A-D1828AF191Df, PI,I SEON: 17444 I rawt,pid
Chnslamtsls-Henn ill Addition pry: I FROM: DRW
T29 REPAIR WgL tae 6too I I _. 08103116
T.ULINALIUI
AEdrAMtaISWA1MR_,,T.mON
nFP4fl REBUILD TOP MORO PRIETO
SCGRE IN 2N NO2 SP TOP THgNs TGM TO Fn
SGIB3a N
E IN O 2 SFF NEa6 DGM TO FIT
22< AnarO .C.�IEDTOFACNFaLEVamB,a,Ns-
1'
2.6•• eas N]2 fire Noe NN'TUND To EACH F/LE OF O80
A Ni 1%8F18X8 Rt( ) RB a,IA,r Oc.
Itl2XI
4 a D side G\3X8
H=3X4(81)
�N4x6
a5X5 Bz 1 4
a A
c
LpaOirrp CHUN.IFeO W dCr SrwR Cr (P9.PI In Fi DMICSI Cr ♦IMxlmum Rxalbaa(Ips)
WILL 20.00 MIM SW'. ASCE 710 Pp:NA CL NA CAT W PP DMMCMn in NO LROOR N Los R IU Islas /Rh I RL /W
TWL. 7.00 Speed'. 130 mph K NA Ca:NA WRT(LL): 0.241 J 999 302 LOW 1233 13281. IW 15.6
Ofil 0.00 Eclosum:Cbsed L. RS LS NA Willi 0,607J 440 302 H 691 1156 /3114 /-
BCDL. 500 Rhk camgory.II S w,albn:Illy, HORZ(LL)' 0.058 A - - WW readipns M .MF,FRS
Des Lg: 32.00 EXPC
N Eli: 10.0) Maw Height 15 M R COM/MMc GrRMa C wi FLa�15.167 A H Min BM VMM RN= 15
Sri 2.00 Irl 42 fief P r9 eq= 1.5
BPI li 2M7 02014 RES Max TC CSI: 053] BeadrgsL9 HamargiO wMce.
Load Dur24 0 1.25 BCDL:3.0 pts TPI SM: 200] MaN BC CSI: 0.511
Sparing'.24.0" MW Dia ParMN1 OiM:h10211 Rap Fa30rsUSO:Yea Max p 051: 1.999 CV TTop2TE. Forces Per Pry Obs)
CSC OM a:3.00 R GTIRT:30(Oy10(0) Mfg SpetieM Camped CMme Tenstomp. CMNs Tena Camp
tail 0.18 PIeM Typel A-B 1 -5 E-F fiW -1212
MIM Duodi N, 160 WAVE MEWVer:1502.000.121].10 8 C ]25.1308 111m -1265
LumMr WIM C-D 778 -
12N G-N 79 -1403
Value SM:138(ElfeMve BIt/2013) Mie bats basad on MWFRS w%R aOOltimal CdC O-E 7)] 1231
top Glord 2,B1 SP N2 member design.
BMPAmd OR SP a2:B22x4 SP M-31'. left eM vpMal„dt evpoudto send p,essltte. Maximum BotGMM Farm
ee Px Fry Obs)
MtM 2x4 SP N3 Chats Tam.Cornp. Chords The. Comp
Lumber valuesM"13B"uses design values hn,Eer L-K 741 -210 J-1 1259 -M
apMo ll3 013by ALSO Max JT VERT DEFC.LL'.024")L:OAS".See dntail K-J 1335 -863 I-H 1212 -030
DEFLCAMB1014for P mberrecmm,KKldafidas.
(a)Cmg Protide for ad quate drainage d roof Mm,imum Vyeb Fomes Per P Ips)
(a)Cdnfinuoua lateral msimiM equally apalxtl m ,coop. VAba( Tans Comp
memoar. AOOKbnal Hines Vkbs Tens
Special LoaM NIARNINGI CSI EXCEEDS 1.00 A-L 54 -M J-M 296 171
(2.00) 11 513 -910 M-E 216 -300
—(Lumber Dur Fac=1251P Ourfac=125) 111ewttallheightWfralmesextludingor&hangis B-K 741 -350 M-N 411 -121
W--Fmm 15 pNM 0.0010 15Mat 1150 3-10-6. K-L 2Y7 -211 F-N 312 -210
TC From 15 DOM 11.5010 15pN al 12.88 C-J 126 -171 N-G 320 -136
TG From 65 east 1268 to SS Ph at 25.35 D.J 153 -1 G-1 ?J3 6
BC-FmM rn 10 PNU.00W 10p11at 25.35
PWN NOW
PNbs sized for a minimum of 4.00 W.in.lpiece. s prq
N
PIMIM prpassalelF_�iil(4P\GENg4..-d"
In lieu M sbucWral panels or Bill Failing use purlins ��./L�7+ bu 2
W la1mi brace chome as folload, "" '1.?
Chem Stee<191in x) Sm�) ddit)TO 74 a oM11[®]86643].. a 1¢7
BC 120 0.00 25.24 8/4/2016 StarSTATE OF
Apply purlins to arty chords above o,belov ................
fillers =2SF' <OqOF.?i
M 24"OC unless shown omerwise above. 4 `
Ni
(TO i6e@errp¢rou'dain,abne dRodleauon ans evirsl lnshumolu a¢wnenm9lnRlrvan draN9mo 0651,Vanouts br use In nonjsuncewan IM.mlu,Wwo plena aunn9 ina,aLum qs tetl Rol gY sa1¢I sname eC oy Jes Apex TeSN py Irc gmdscivedtion FImWEnerni �^
alleness No 7547 4745 fulden P.M Good.sure 402.JeAacrodia ALL U221-aW ton 52M
TCueHouse PE auscres. P,No 58Napn BE.. 11t, FRE g0M1rons anY
APEX
BE Na 7145] PE No BMap
Docui Envelope ID. 1BCOD68A 0895-481GB79A-D1828AF191DC � pi,:+ , SEDN: 114u1J18<J HIPS
G rootamisia-Hammill Addition iCry I IFROM ORW
T27 REPAIR Y.gt.106.4Ibs L. / _ 08/03,18
__._..__. _._
CAROLINA LUMBER
CHRISTAMTSIS-HAMMILL ADDITION
REPAIR:REMOVE CENTER WEB.
NO FURTHER REPAIR REQUIRED.
Cw WE
12
4 D
B
A3X0 !"F
a3X41B1)A J 3X4(01)
1T q
H �G
A
LO0V(arBaHs offs W1nd Cdbrie $now CMaris(Pa.%In PSN f1sIVC51 CdMM ♦WRimum Raa4BoeelWl
TCLL: 20.00 VAM SYd: ASCE7-10 Pg:NA CI:NA CAT:NA PP Dellectlpn In Ix IJdeB IMI tot: R `U /R. /Rh I RL IW
TCDL: 7.00 Spall: 130 mph Form CB:WI VERT(LL)'. 0.138 G BBB b1 A 821 /280 13]31- /81 /55
BOLL: 0.00 Elclessile'.Closed Lu:NA C. 114 VERT(R) 0.321 G BIO 301 F 021 /280 /W3 /- I- l-
BCDL 5.00 Risk Category:11 S.DoRded:NA HORZ(LL): O.OIBG - - WW reactions based on~RS
Des Ld: XLM EXP:C HDR2(R): 0088 G - - A Min BM I A IS Rey= 15
NCBCLL 10.00 Wan M41ga 15.00 a co i I cr Chep FacODL IS F Min GR W Wl Rey=
SaW 2.00 TCDL:4.2 W Bldg Code: FK 2014 RES WR TC CSI: 0,M Bearing A As a right surface.
Load Boosted:125 BI 30W TPI SM: 2002 Merlotti 0.883
$perJnp:24.0" MWFRS PNa1W last N2 e In Rap Fapbra Used:Yes MaioWet CSt 0.227 Walmua Top CMN F—
,Ply(Bos)
C8C
Mrs.:3.00 B FTMT:30(0X10(0) Mfg Spedrleel Canter. Chola T Camp Chad T Cede
Woo:0.18 Pok Typal-): A B M-1TIB D-E 1 -1414
WM OumMn:1BO WAVE VIEWVI 15.02.000.1217.10 B C 832-1i E-F TRI -1TA
Gm r c 618-1310
Valos Set 1319(ElNctiw e/1Q013)
Top Gwrd 2x4 SP F2 WaNMm Bot CMN Fares Par Ply(Bp)
Bot of ord 2x4 SP 192 Chads Tomo Cl1ochs Two Cons,
Webs 2x4 SP p
I 189 -W4 G-F 1821 -818
Lun10er VNxeM` deign vvolumeH-G 1310 -400
approved 1130/20133 W byALS ALSO
PWlug Now Alsxlnasn WSB FoIcss Par Phf(wa)
Plates deed for a mleimom of 4.00 ay In lases, Nbta Tooda p. WaEs Trans. Cans,
Purlins B H 231 .� J G 0 0
In 288 -TS G-
D 200 T4
tolieuof ally"ural prds asfligamililq ux putlina C-1 0 0 G-E 239 -oIB
b hard Mas io ) IdStan'
CMN Spa 24p(in a) Stands) En.35
TL 24 0.00 25.35
By So above,
2534
Apply purlinsioany chardsdy oreats,filters
at 24"oc unions ehovm otherwix sloop.
YMnd IoatlS Eased on MWFRS with additional CeC- .` oAE`.•E.P
gRry, NI"
m "e
ember design. oawywrl ,.A:A�.c� !nOy�
AMMopl Notes awew'eea�l a
Toe overall lregM anis truss emlutling oprnang is 07 acilluma3_. ` Q$
4-2-5. 8/4/2016 91. STATE OF :mE
ee's,`g/ONALEY.p`s
NOTES:
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1// nmlEb uaeO in mnrynvion vnM tlif erUibtlunlgma dnnnB lnatallatim
THD ietl mfg is el¢4oua Mme XVA eiatl dol gY lnD FbnEe Laryw ion Fo do,arna,
u—ni W nsn-4245 Sti.PII COW Smle an Jetlbmvpl8.FL IM24 9o4 821 Met
}� sn, APEX
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� PEW 11451 FE NO abi9
U.Sign Envelope l D. 1 BC01)68A-08135-4376-879A 01828AF191DC Pry t SEON:1742Ii T827HJPsA
bMistamisis-Hammi3 Addition
T01_NEPAIR DM FROM: I DRW
-141 0-1-b- / .. 00/o3/ts
--__-__1"' _
CAROLINA LUMBER
CHRISTAMTSIS-HAMMILL ADDITION
REPAIR'CUT OUT 54"OF BOTTOM CHORD AND HEADER OFF.
2x4 NO 2 SYR SCAB APPLIED TO EACH FACE WTH(3)0.131'x3" BID%5 E2%4 a4X5 12X4
AT TOP CHORD,BOTTOM CHORD AND NEB. F G H
ATTACH TRUSS TO 2x8 NO SYR HEADER WITH(B)0.13VW- 4
TOE-N41LS.
12
4 D 04X5 C
13X4 0
113X4
'WE,
113X4
.4XQB1)A N 13X4
i2 81 as
BT as
14XSK
LoaONp CMads(pa0 W.d Cmarla 3;;;CrINN(P9.R h PBF) D0IC51 Crlmtla AMaxOman ReaptlorM(Mai
TOLL: 20.00 WN S0: ASCE]-10 Pg:NA CL IIA CAT IIA PP Delleclion In lOc UOeA LM Loc R /U I Ry, /Rh /RL /W
TCDL ].00 Speen: t30 mph P(:NA Ce:M VER I(LL):NA VERT 0.08] 0 999240
BOLL: O. Endwue:Closed Lu:NA Cs: A 592 /288 /235 /- 1- /4.0
Bal.: SAO RI.kD (Ri: 0.133 899 240 K 719 /370 /240 /- /- /1.6
megory'.11 $Ilpw Curatlal'.NA HORZ(TL): 0.0391 1 - J 496 1217 /101 /- /- /1.5
Dea CIL 32.00 Meon HORZ(R): ,.1s 1 I et lsis /181 /-
Sollu: IO.N Mean Meq M:23.09fl COg Coda CFI 201 Creep BSS: r5 A What GW9mbamd on MIS /
Unal 200 TCDL:S 2 ON MI Code 7 3014 RES Max TC CSI' 0.580 A Min Bry NMN Reg= 1 S
LPM DisN'24.0:l Z6 BCDL:3.0 pm TPI SN'. a3 L Mai BC CSI: 0.940 K MIn Bry Wmh Ree= -
Spadrg:24.0' ~RS P4nlM1 dat M112 b h Rep FmMre Used:Yes Max Web C51'. 0.810 J MM Bry NIBh Ree= -
=DW e:3.0Ofl F17RT:30(Op10(0) Mq SpedFlel Camber I Min Bm Wm0 Ree= -
GCPI:0.18 PIN,Type(s): BeadrgAisa dgq aurlOCe.
WN Daradon:IN NWVENEW Vm15.D2.000.1T1].18
Lumber YNed - C::. To.CC
Tan.
wm Foes pylbl Value Ser.13B(ENNntray W1/2013) Who beds borsht on~RS afth additional CBC Tena Comp
Top Mond 914 SP a2 merNer design. A-B W3 .1219 E 344 -219
oft W SP M-3OM11 Bi 2x4 SP a2: Right eN yrMyes C-C 594 NO F-G 140 -127
82 x4
OeBectlon meet¢U240 0 paesNae. D 335 -D2 G-H 140 -129
NbCa 2x4 SP 43 D 345 -M
LmNer value W'130"uses Ueeagn glues Atltlgonal NoM1a
epprosed 1130/2013 by ALSC TOe pvemat height 0 Nis Was mmuEkg Overhang is Memmum Bol Chom Fomes par plyOw)
Spe0l Loetla 511-] ChoN¢ Tena.Comp. Chorda Tans Cohn
---(Lumber Dur F.=125/PLM Dur F.=125) M-M 1� -� I
L- CJ K -43
T 16 C- Fran 55PNM BMW 55PBal 18.29
TC-Frons 550rat 18.290 SSpflm 25.2]
IRB-From 10p0at OWN) IOPprt 2527 Maalnlum Web Forea Per Py pbq
BC >5 M Cork.LON rt 18.00,21.Op Webs TenaCOmp. Mobs Tam Comp
PIWN Nola B-M 220 .318 O-F 251 -111
VII ORIONIsRuins-pedal powbon,.Rehr O M-C 3]4 -95 F-P 215 -162
srshd name plot details(a SPeclel poalloninB C-L 351 -019 J-0 321 -420
haItu Nnts. D-L IN -2T P-G 240 -392
Platesmed0raminimumof,100sq.an/piaos, xp11...P qyr L-N 2Y2 -120 0-1 mi -A3
PostingaFW4FP��GEMS'FFeOy i E-0 300 -481 H I W -W
In lhuofsbodural panels orngad oilln9 use purlinsCPO,
7{Eaq '.d«9sees4 -
0 hte2ly brace Mala as Idbws' 01M1
Chum SMIN(in oc) Shrt(fl) EN(fl) a'"12 a
TO 24 Do 2527 8/4/2016 a , STATE of raadc
BC 90 0.11 17.50 :O a W.
INC 39 25 ]
0 .2 '�F'�ORIQP'�?•••
Apply omms 10 any chotos above 72.0bermes51 .�vas]ONAL
1129"OC unless shown mherwiae above. rrr�nrr
NOTES:
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H Zd N,uW in- "s." tnuaeNrGunl owns aunpiny mEM
2 Gpu T..nolo]y IF a 12411-name own-11 1..An.TM iop,InI, Fronde Lorywatim Flom.E,.nM
5 Mq Na ]54] 0459ulen Pas L-h awk 4a],ACeomiAe.FL 32}24-901121 52.
a1� ' APEX
11 ueHouse Fc�N4'60 91avEFi G"Yo YS'<�" FE N0111.111Y PEo4n�a�owlend
. DocnSiW Envelope 0.1BCOD68A-08854376-879A-D1828AF191DC Ply1 SEON'. 17434f T07R11PM
IChnshmNis-liammlll AddT n pry 2 FROM: ORN!
T02 REPAIR Lom� l 13501E5
- - I "y. ___—�_.___ I _. 0&03116
GgOJXL COMBER
CHRISiMRSix-MMMILLAOOITION
Nei A..HFAOEa CONHEO➢ON TO adi CNORO
AnACHE.NO Sm NFAOEgs 10 a.,.CNORO ya,
Putllpl] TOENAILS
W NO 2 SYP SOAS APPLIED TO ONE FACE WITH 44X5 34X$
-IATAO.O C D E
4
12
4 p
✓3X8 9 e)
34X4(B1)A
Vul as
H 02
B B
9p
Loading CdlMa(IuA Wind CentelCenteloN CrlpM(Is R In PSI) D.IIIC.W Cdbds A Welmum Reaclbns(b)
TOLL: 2000 Will l ASCE T-10 Pg:NA CL NA CAT:NA PP D.Il,dia In la:L/dep N Lac R I U /RN thin I RL flat
Ti ].OD Speed. 130 mph PRA Ce NA VERT(LL): 0.143 B 999 301 A 1036 /508 ,3W I- /230 /10
BOLL: 0.00 EMosu2:Closed Lu'M Ca:I'M VERT(TL): 0.287 8 NO 301 F 1556 ,748 1331 /-
BCOL: 5.00 Risk CategaY II OWN Dlna8o0 NA HORZ(LL): 0.037 F - - NAM leecpons posed oa MVFRS
Des Ld 32.00 UP:C HOILl 0.058 F - - A On BT NAMh Req= IS
NCBCLL: 10.00 Mean Height'.23.62 R C I MNc cr peep Fabs IS F Min Bry NM01 Req=
WHO, 2,00 TCDL:4.2 PY BMg Code: FIX 2014 RES MAAMCSL 0.628 Bering A N e rgkl Thurlace.
Laed MM :125' Bil 3.0 peal TRW: 2007 Max BC 051: I'll
Spaceri 24.0" WAVRS Parallel Dist W Id IT Rep Fiscal Used:Yes Mu NAE CSI: 0.818 M Imam Top Chad Forces Par Ply I")
CBC DIY a:30011 FTIRT:30(Oy10(0) Mg Sped6ad cS r r'. Chords Tena mp. Chorda Tens. Cane,
GCpi'.0.18 Pole Type(.): A-B 1157-2334 C-D 815 -IDD
ed Dulatlon:l BD NAVE,HS VIEWV000.1217.18 SI.15.02. B 006-1858 D-E 127 -117
tamps NlNAM
Value SSL 13B(Elfatice 8/1(1013) Nand bads Eased on~n Lvah addrednY CBC Maximum Bot Clea d Fanxs par Ply(IM)
Tap Gerd 2,4 SP A2 memaxer design. Chords TeRECOmp. Chorda Tape Cam,.
Bot Glad 2x4 SP M30322d SP A2 Right end verElml exposed TO send pressure. A-H 2140-104 G-F 1001 -614
NAp.2x4 SP Its Def action meets 11140. H-G 2153-1058
Until value That"1313"uses design values
applovad 1130/2013 by ALSO MdNbnal W.
N/ARIl CSI EXCEEDS 1.00 M lmum Nlap FaeY pa,all OEs)
Bracing (1.88) N.§pg Time 22M Kbps Tena. Caro
(a)
Condi labral restrain)"Wity,.paced on NIARNINGI Mb-panel dehGims H B 1% -84 G-D 991 -128
member. eLCe6a'Na Tmsghaevardendelkctbnu,0.560d B 358 -M D F 7213 -1120
lel Loads o live load and 0.51 due w dead led Creep C.G 230 W E W -114
SpecInaease Wor for dead bad Is 1.50.
TO-From WLFa=1.251 Plass DeTa-1.25) The overall height W The hues eAduding ovarhangi5
55 p8 at 0w 55p
.00lfat 15.00 56-5.
TC-From 55 peY 15.BOw SSpIIY 25.27
BF Flom 10 pAY ilogs, 18.08
BC-Fmm 50 PB at 19,011 Sagat 21.25
BC-From 10 pA at 21251 10pllat 2527
BC- 360 w Cone Load a117.56.21.84
SO 7510 Cipm.Load Y 18.00,20.00 oAEY LP Aq rp
PIWrgNotab D�g�QP:`;�E .xiO'y%
Plates sized for a minimum G LW sqJ ,piece. u
PeiOIM14�]�GA4]2.. A ,:e:
In lieu Of structural panels Or rigid oaI n,.purine 8/4/2016 310'-- STATE OF rWt
w Mterally paxe chops as folldept
CMId Spacini oc) Sheriff) EMIA) ��F•'•E 0R1�l;:�t�CC
TO 24 000 25.27 ,A'oEN:•`
Apply purlins to ON chords We as s
Or thin.films s/pNA;r
at 24"OC unloss sWAE o,W,r.above.
NOTES:
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ja MQn QMSG '=NO M9aa Pc No 53s0< PEW "IS, PE uv O]+gra