HomeMy WebLinkAbout07120088 Correspondence3179727270 BUTZ 02:01:37 p.m. 12-21-2007 1111
NIZ (0111Amp
1102 E. Roosevelt
Indianapolis, Indiana 46202
Office (317) 972-7272
Fax (317) 972-7270
Fax Cover Page
Date: -? #of pages including cover
From:
To Fax #: l
3175727270 BUTZ 02:01:53 p.m. 12-21-2007 2111
011111111111111110
W1
MiTek'
POWLR re PSRiORAL"
MTek Industries, Inc.
14515 No* Outer Forty Drive
Suite 300
Chesterfield, MO 63017-5746
Re: 07447
Miller Garage/Barn
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Butz Components.
Pages or sheets covered by this seal: 113259930 thru 113259934
My license renewal date for the state of Indiana is July 31, 2008.
\\????+,er ANG 4.,
• ???STERF .?
Oi
_ N0.19900,115
qE STATEOF
9 4,
'•.
O.o ?•.?NDIAr!P••••?•2?' ```.
December 21 2007
Liu, Xuegang
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSIITPI-2002 Chapter 2.
M79727270 BUTZ
02:02:06 p.m. 12-21-2007 3/11
Jw Truce Tr«a 7yp Ot Ply MOa GSape9em
,13292930
07M7 IAM PIGGYBACK ATTIC 115 1
Job Reraaxs f00a0rv11
Box Gongs u. he, Indurated IN
6 51315. Aug 27 2007 UrTak Id zarla, ft. Fd Dec 21 1239:d1 2007 Page 1
Pao
.?-0?13? 1111 ) ado a 1660 261dd i 141816001
509 :der 3S4 2.101 1060 h8 ?.10J 114 tae lea Srale•1'.71.9
a6 =
N.
56 . 3se It
ta8. 1112 I i610d i 2418 )2660
taB Sid 1188 35d tab
LOADING (pan SPACING 2-0-0 CSI
iCLL 20.0 Plates hmxaaaa i.15 TC 0.59
TCDL 10,0 Lurdow 114xaaae 1.15 BC 0.61
SCLL 0.0 Rep Straps l7Kr YES VIE 0.57
SCOL 10.0 Code IRC2003RP12002 (Manx)
LUMBER
TOPCHORD 2X 6 SPF lMOF 1.SE
BOT CHORD 2 X 10 SYP 2400E I.SE
VVESS 2X 4SYP No 3-ExapP
E-I 2 X 4 SPF 165OF 1.5E
OEFL h Iloc) west Ud PLATES GRIP
Vert(LL) -057 P-R -M 360 MT20 1971144
Van(TL) -038 P-R x397 240
f1o¢(TL) 0.01 N Na we
VValght: 268 m
BRACING
TOPCHORD
installation
15-0-0 = A-Sx-M.
pafMllml ShaaNad a &1-I I oe Palms. eetwW end venirals.
BOTCHORD
Indellalbn i StOX17A1e) a 1500(maX) M.
Pansmard Rigid wiling deeat• applied or &9.12 oc aachg.
JOINTS 1 Stabwza(a) al iaw4a).
U
REACTIONS (lasoe) T-ta040-18-N=1808034
Meet Hoe Ta-270(1-0 6)
Mas Gran T-192DjLC 3), N•I92(XLC 4)
FORCES (16)- 111axtrr4m Comprmion tasinum Tension
410, N=t417R6, J-I(=20.0072,
D£=1411188, E-F=890.8193, H
TOP CHORD A-8-153,
770.
-G-9 2
L-M=O50
N= 15454
K-L=?e/l6, LJN, FG=-998!280, Gk=-W62B0. 8•Tc-14)0)07, L-5759
SOT CfKM S-T--297252, R-S=2191582.O-R"7M 348, P-01791 3x8. 04RQS c, N0+-19151 k?A
WEBS O-R--401 D13. )4- 43,874, E-V=-1117,89. LLV=111091, U-W=1230702. FM/=1237MOO, C-S-2114)0, K-0=2014763,
C-R=-53'1281. KA13711347, F-U=210668, F-V-Mt G4)=-395'112, HL=1971792. F WA28. G-S-MV, L-00995 V i
NOTES
1) UnMlmced rwf eve beds haws Dean wnsi0eed b Nis Oee9n.
2) MA10: ASCE 7.02; 9Onph; h-300; TCDL-G.OW. BCDL•8.OW; Ca gwy IC Exp B; and ; MVWR$gableend mne; unusvar ie0 and
tight exposed; end vertical 10 and lgfq exposed: Lander DOL=1.33 plate " DOL-1.33.
1111111111 r/ty
t
3) TCLL ASCE 74Z P,2D.0 pM (,reof We load: LUMer DOL=1.15 Plate DOL=l.f 5); Pg•20A pel (9raund mar); PI-20.0 psi (w roe \VU
//Ir
i
SGANG
mow: lumLe DOL=1.15 Plate OOL-1.15); Category 11; Epp 8; Fully Exp.; Ct-1.1; IBC 1607.11.2 minanum mot We bed applied w Ws
ge applied toadexposed suHaeaswM Sbpq lea Nan OSO0lThaewrdanx vdN IBC 166614.
required
Rah wlrJia 4?z?
,
\3
?
'
n
. .
G15TEp '.
4) UMa*nwd meal beds hove oem corptWeved far N¢ dWW. E F
? O•t
5) This tnne has teem designed for greater, a min root Ova bad d 20.0 Ind or l_50lanes star roof bad d 119 pat m ovenangs
nor-calolrtea with saw we bade. = NO. 19900415
61 Provide adequate drainage 0 prsverd water porlding. - -
7) This Wins has Men desi ned ter a 100 psf Oo6om dlad eve bad nmconcurad wide any atae live loads. = e 1 e Z
a) N Wales n 2x4 LITID ur0eu oNerwne af0lwbd.
a the Toot Courd Method whm Nis a is mown for quality aeaurmce alspectbn
orts
actbn
9) Tile entries vn
late e¢ , St STATE OF Q Z
.
p
i
p
p
?''/AND, At4P 414,
1D) Celerg dead bad (5.0 pal m memlKefal. 6E. SJ. E-V, V-V, U•W. kW ,v
1
r
11) Boftw?fin ad a nsra
ONA
?xx
/
jSS
12)This rmsa desWW 4a¢vdace writ On 2003 Immealmal ReakaKM Code sections R5C211.11 and R802.10.2 and rekrenced 110%
I
stMdard ANSVfPI 1.
December 21,2007
CdrdYUed on page 2
' 4 orAgrpq.sn,r/ga,ebs Parwwm4eun 80!88 o+nm umu¢porama •••••?.•rmaraa.n aesoas ore ,
Drpa was a•ee arw.vm wasmvw.nm. m. «4aa sexes vH vwm ow?elea wov. Ow-. 188th .,s.-my aao:?a<o-w?+sn.
Awlca?aradwiapipamw?ln Pm fnlW ircapyaton er cora'vwM4repdetav darJdW dedarr-+at lua ea4 .emc:ig Mvn
ra lawa.e+a=n x:w:;d„a.senwneeeaa,. uasrimal le.rauul boe.9 b eve •?aarM Burro ca.eu_an a ers,a,pmuaan err tie M
>x+r- nsoawweaa.vw.r 4acnd err er awe 1110th.. a neecormnery d rM er4aem aergan. rn arw?a w4sa« r.gw.?o
raccam.9.o'h canvat nwepa. «swr. aacam am aacrg. ccrnu AA7uml 0my cnwla pu-ef writ ec67wgCmamwd fins N. ov
Fa1Y. auYm
f.411•r?Amaaea adxW Yemrw r4relifENra. 58100rdu'+inrc. Madwr..M53719. l]wOaM1tl.4c 0011
T 5 R 0 P O N
W II 74 = 6a - 76 = 56 =
3179727270 BUTZ
02:02:40 p.m. 12-21-2007 4111
ws T. Typs Dry IPly Mder Gwepa'ea'n
TL9630
07M7 ATOI PIGGYBACK ATTIC IS 1
Impala" (oowall
era Coawbr . nc, igwwgxh w
65001"272107MTeFbMocres. is Fn Dc211239a12007 PW2
MOTES
13) For trrering spcwee, use aeTek Slablaxer(trn) Truss gracing System (dr EgWvelem). Wtadbad per The StaoRCw buss gracing Sys nn bcWllabcn GWde. Crou bracing
rcuked al ease and and al these spacb gs: TC: MM 2C44D, SC:: Ink 2040.
14) WMn dtapfuagm bkladrg d (Kuittd w PAW breaks, SYabiten may be replaced wOi wood blocking.
153 Warning: Add:bwal penlanem and stability bracing Iw suss aywenl (not pad of M4 component design) m allays required.
LOAD CASE(S) Standard
aj vomit. rVr..o e?-b...,a.a.aae ornw4 wwvroamcysasa seauaaoa sma.n,arwa wit
CriSr. qiJ tY' R orJr wT Mlet [m?ecfm Ts Ge9.yi s bSec mY:.stt? fyomNtt 9tlw? odn barn na6MpcIEJZy coop-N
?Ppi[ditydgesq?Wa'rtvanfoC Vwvs+?wYer dacnwrrrm'srccurobifi o'.DA4+p ?l?>-m1Fm m?ur.v. e?ecw
IT'telim Q'.v6h cubs q
kbly 5dennd5a? c.cbbb
1.516 H Owrfmy. SAe pail
IYtlrrM1p.1O6D1]
3179727270 BUTZ 02:02:54 p.m. 12-21-2007 5111
Ina, Wks som W
6500 s Aug 2720071bT4a lydlvtrle, hw.
2l-0a
-? 1$d 11- 2 600 1 6a-0 F 2P P4 243A F?
IAO IiB 361 2.tw load Y?1W 1S4 tM 14a
G em =
n
0
I'
SuNat:72g
LOADING(F90 SPACING 2.0.0 CSI DEFL h Odd) Yde0 Ud PLATES GRIP
TCLL 20.0 Pldes hcrease 1.15 TC 0.64 Vm(LL) -0.52 SL -590 360 MRO 197/144
TCDL 10.0 Lumber Increase 1,15 SC 0.61 Ved(TL) 417 S-U -137 240
8CLL 00 Rep Seeds ha YES WB 0.63 Moan) 0.01 P No Na
BCOL 10.0 Cade IRC2013(rP12002 (Matra) Weight 2821D
LUMBER BRACING
TOP CHORD 2 X 6 SPF 16WF 1.5E TOP CHORD
DOT CHORD 2 X 10 SYP 2400E 1.8E InegOSion 1 StatXlaer(s) at 5-481D0a) OG, Except:
WEBS 2 X 4 SYP N0.3 •EXaepl• 150-0= A6,14-0.
FJ 2 X 4 SPF 1650E 1.5E Fermented SDeafhW m 410-7 oe iP kns, exceptend wrdcals
DOTCHORD
Inst>saNO3 1 SWb&v(s) at 1500 (nvx) oo.
PemMmt Rigid cdInX) chatty appled ce 5.412 ac Dreriy.
JOINTS 1 S1ablTZal(s) aljeht(s).
Y. AF, AG
REACTIONS (Ibhae) X-1804438, P=1804P3-8
Max Hm X=270(1.C 6)
Max Gres X-1920(LC 3), P-19201LC 4)
FORCES Ibl-AlarJnnlrn COmprevbrYMaXinum Tembn
TOPCHORD A-8-M3, B-C -9W74, C-D+-17440, Df-227110, E-F -14M%7, F-6-741/191,1-3-6W2O4, J-1(=-14675,
X-L--2104138, L-M-1739115, M-N-OWN. WO-CM, 644-4 0.'173, H-1=930273, &X'_762651, N4 a 1652182 (IVAI'l//,IV/II,
DCTCHORD VFXa-237253,V•W--2166%.U-V=21&555,T-L - 1335,ST--a''1335,RS'0587,C?R-W%7,R0-1&66
WEBS E-U-40.'1254. K•5-4N1054, F-Z--1030!89, YZ--102491. Y-AA--114998, .FAA-115&BQ G W l336M.
712--140&104, C-AF-JS'1242. U.AF=.SIM342, SAG-14N13%, WAr?12Sn2W. G-Y=275'653. G-Z=ORS,
KY=3851113, I-Y=2W/762 FAAbl83. &W?2Q6, N-0?>1e9, DAF=645!38. V-AF-%1//, L-AG=6371J8,
R-AG-761119
NOTES
t) llnbiroad root are IOadf haw Oven a0nfbeme MNis desdgn.
2) OV4d: ASCE 7-02: 90mph: hCM: TCDL?.Opal; BCDL?Aper; Catepcry q Exp B; wide W: MWFRS Pb* end met: oMlewr loll aM
n9M exposed :end anent M and rigid exposed: Lumber DDL=1.33 Plate grip DOL-1.33,
3) TCLL: ASCE 7-02: Pr--20.0 Per (rod Are bea: Lumber DM-1.15 Plat DOL-1.15): P9-2D.0 Pal (gmmW emw): PI-20.0 psf I6at loaf
arlaw: Lwlbr DOL-1.15 Plate DOL-I ASY.. Ceb9ory II: ExP 8: Fully Ewp; C?1.1: IBC 1607.11.2 msu men rod Iise bad epp5ad when
requhed. Real wrdiage ?pliad m d azpasea Hefeeea tsi8l ak0es less Ihm 0.500lt2 h ecmdenn wdl18C 1608.3.4.
e) Unbadn s bads have ben omsMred tia mle desgn.
5) This Illua has bead designed for greater of mom rent We bad of 20.0 per w 1,501in i; Sal rod bas of 13.9 per m owmarys
nonconae7aN w9h olner INS bads.
6) Prow de adeWab drainage m Frewrn water PwAing_
T) ThisWu has bm dugnW fw a 10.0 pd bode, ctlcr0 hse bad namm?upreN rah eny seder far lovaa.
8) All phaes are b4 MT20 unless auwwve hlalraW.
9) This Was requires Fiat* Mpedbn Per the Tmm Court la&oo when cgs trim d c w br qualty, asuaarca inspection
10) Cei1Dq dud bad 150 pail w member(s). E-F, 1K, F-Z, Y-L Y-AA. ,FAA
111 Sodom mad We bad (40 0 ps0 and aaa6bnal Meats dwrd dead bad 40.0 ps0 applied my m made. 9-U
Co med w papa 2
wanlbty. srHryarsy-P-'.r.m. w aau aom aw x>m.+ra
om vNd brua wYwum Mlet canMCla.11b «sa+'a Oaaea WM VP:
Wa0-oabP e, YMtm.
ree4m nn waoxs sad
YtY1,,vrANGy 1,w
i,J G147Eq C7G /,.
.%PE FO'•.
•y -
• No. 1990,1415
- 2
STATEOF j
9O1F'••..7,A7DtA G
?rrrirS9lONALV-'tk 0'
December 21,2007
fast s x. ow Ferry, a.:n moo
x w Y u T S R 0 P
98 I 3A 11 are = m = em = us 115b =
sxs = 3aa II
Fi as it-u Atw 2x38 2640
1.6e 364 158a 35-1 l.ea
3175727270 BUTZ
02:03:28 p.m. 12-21-2007 6111
cU inKS was Type y Pb Mm GaepeRsm
nazsdpal
07H7 GEOt MGYSACe ATTr r 1
bOPey f 0
as Co'nsbra¢. We. Irzmapa4s, w
6.5 sPv"!Wl Mrsw InOUWMS, ue. e, Get i i 2 as 43 2w" ages
NOTES
12) ThisWse is dmoned n accordance w9h the 2003 Id n;d Resldenllal Code sections R502.11.1 end RIM2102 and refwanua 6t&ndWd ANSMI 1.
13) Fw laachg speeded. we Mfras Ste002er0m) Truss &srag System 1w Equivalent). aldmed per The SWWzer Tmss B(adnO System InShIMUan Guide. Cross bracing
reqused a e sm end and a mesa speekVS: TC: Inn, 20.00; SC:; IM. 20-04.
14) 61s1ets duphngm doang is MQUeed al pdm br"", Sumifzm may )e replaced "Rh wood dac"
15) Wamsq: Additional Pamanem and CeUllily Irexiy 1o truss sys m (no pan dP.w ranpwarA da'qn) is alrays required.
LOAD CASE(S) Standard
MI1UaaY' i^liI a`IPP^^Ym? vM aLDafif'aa ea TtO Aae DRiDaeD C1fa aY)mCi NOaI@-r.73 VJaae 013.
ta3hol z?aopa-d?Y.wMm ad b¢iq.cosnt Allfrllht lawav CrMM Oiaiaw ldlsuaMp Ca?saM?e taN3 N. CVari9M.SM1f300
a+sbvc Rm?irvo wme NRlure. Sal L'Onoab Di+e. uWOnv wi 9119. I CJ49iRNp.11C eYI.1 _
.. 3179727270 BUTZ
02'03:43 p.m. 12-21-2007 7 111
lab T.a Tm. TM Ply Miler GVaga'9wn
113259932,
07-7 GWIS PIGGYBACK ATTIC 1
2
Jc6 Raferars fodbal
Buo Camponxas a c, newsepafa. IN 6.500 a Aug 27200; Wait IMw IM Fn Doc 21
V7
IQ?1as s1-1x_? a6a ta9a M1w I 1x3-0 ffi 1
lob tae isa z-m1 +oop em ??+w zs+ tae too
ere=
i
M
l?
Pape 1
6 -1:729
Sy- 7b II
1d-0?s1-12 ? ]o1w ]aid- Ilan0?0
t80 38a 1584 15.4 tote
PaM gfsaM (%YI' IFbsa 630)M'M15-603-01. fP'43A PS a11RU38 P5-01
LOADING (Dag SPACING 4 0 C$I OER M Ibcl bde6 L/d PLATES GRIP
TCLL 20.0 Plates barsease 1.t5 7C 0.65 VerRLII -0.57 P-R >538 360 MT20 197HU
TCOL 10.0 Lumbar lnum» 1.15 BC 087 Verl(R) -0.78 PI7 >397 240
8CLL 00 Rap Stress au NO 1W 0,47 Hw9TL) 0.01 N Na rva
BCDL 10.0 COOS IRC2003TP4602 (Met 535 B
LUMBER BRACING
TOP CHORD 2 % 6 SPF 1650E 1.5E TOP CHORD 2-0-0 w PAN (6-00 rnmJ, mCW aM YaRbals
ACT CHORD 2%10 SYP 2400E t AS (SwW*d bum shwea: S"mg>2-0O)
WEBS 2 % 4 SYP No.3 -E=apt' BOT CHORD RKW ceDing dbedh Applied or 10-0-0 oe bradng.
E-12%4 SPF ISSCF 1.6E JOINTS 1 SMeliderta) Sl jeilys).
U.V.W
1 Brace at Ila): F. H. B. L
REACTIONS (INsae) Ta16010-36,W=360616.48
Mm H= T=-541(LC 6)
Mm Gran Ta1841)(LC 3). N-364gLC 4)
FORCES (11b)-Maaiwn,CampeasWWWaftum Twsba
TOP CHORD A4V 07106, B-C-IM1140, C-O=-1312.6. D£=2623H33. E?F-136Vi6S, H4 -12MIS, IJ=2631151, JX•J0T7164,
K-L=173&151, L-M-WIO6, F0-187ZWI, G-)<7a72561, 8-T-2967/94, L-M--Wgl1119
BOT CHORD S-T=-474MM, R-S-138)1164, 0-R-9512665. P-Q-AY2695, 0-P-W 1SB, N-0-3N702
WEBS D-R=072027,1P?17U,E-V•-223N178.LLV 222O'182,LLW=245W204,FN M752W."-4217ALK0>-1021Y127,
C-R-107/2561, K.P-275*6W. F-U"2 71332, F-V=01182, C.U-79W224. H-11=%171585. i4W-W171. BS-OnSS4.
L-0-011M X
NOTES vm
112-ph bus m be cprbMdad logatlrr wa1100 (0.131X!7 M3a as mOOAS:
1 2 %6 -2 rows x10.9-0 2 %6- 1 row x70-90 o
can de0 bd s
Tap
10
e Mo
6000M M fnonla aamn1x18d a as fdbw,; 2 % 10 - 2 rows x1 0.43..0 oG
V.Mbs CaMedeO as kOms: 2 %1. 1 tow K 0.9-0 ac.
2) All lw0! ale =sklemcl equaDy applla0 m AV pks, except B mAW as boat (F) of bad (8) Vacs in ON LOAD CASE(S) sedan. Ph m ph nu
111
7
mnnecUma have been pro idea m disbiase ody btls mAW as (F) or (8). Wiese o#wwbe ildCoW. 1
,1,
r
G
,`xN
GAN
3) UMaanwd lad fine 19ada havebean mnsido fw me design. .
V
: ?'
v
4) N4M: ASCE 7-02: 90mph; M301t; TCDL>6.DW, SCOL•6.Dixd; Calegvy II: Exp R. endoss4 MWFR S gable end mM: vorl r left end i
'15TE
G H
n9lKmwaed;end xarllvl le6 and rgM Upoaw; Lumber DGL=1.33PI Mgrip DOL=123. :PS
FO•,
0 psf (md Ove Weed: Lumber DOL=1.15 PpM DOL=1.15); Pg=20.0 pd (ground anw4: PI-20.0 pal f6d mot
5) TOLL: ASCE 7-02: Pv=20 .
•
.
snow LumW DOL-IAA Pate DOL=1.15); Catagwy Il: Exp B; Foy E*.; CI=1.1; IBC 1607.11-2 r.**Mm roof aver load append wham _ = No. 199004 15
requseO. Ranwmhwgeappeed maD Upmsd wRacm wall slopes kes iMn O.SOOIIInaammeraawsN IBC 1603.3.4. = -
6) Unbaanred snow bads have been =sidemd for BPis design. _ • I a
o
?Q
7) This MSS has OSan dealgnW to W"ber of Mn loot aver bad of 20.0 PSI v1.50 Irma 0x1 and bad d 13.9 Pd on ovemgrvs
a STATE OF
?
zv
7
a
i
t O? '•,
„NDIANP+
o PMVera eater Om
aq.
B) P
M9s
mvlde
ada9oats M
al Ooeorn dram Cue beer Mnaalcvrmi won am7 timerGve beds
been desoMdfora tO
D
9
This roof n
"
`
.
.
p
)
as
' tONAIE?G \S
t0) N ppMa aro 7x1 MTZD olden o0wrwea y1d
caMtl. 7fNfl111111
11) The m as requas pale inspection per the Toam Camel Me*<K; w IN, buss is d w it, gwely asuMnce b ooctw.
12) Ca ft deed bad (SO pd) w membwTs). D-E, WE-V. U-V, LLW, 4W December 21,2007
Gonaued w pays 2
Q WYwlaa- aaVI1 anra^ Wa'°sn W aYD.WSai as Ta6I10aKLVatD RIQaWERa HM IOt-fPla maaaa aJf.
1
DsfVl vcYfbuw vM MIM1.WaGnwcas Rrs OevT4uaeL OM'wv+GaaevM1n P+wvl OM iSlttmiciN:M L?a]np Ganx»wnL 1
AadtsiM el aeq Paannlen se voonxwawaA+n d rniaaal a Imaams'. eravpola davw-ror euaaacne. smcio s?cw1 1
e err tl..d woa+el.:awl?Sa..ce,,..c.e?.•mlvw?lenwow'+'axwlo:,... ndah d+vn ?m?ranam. nmovtnvcruv 1
g??
7 5 R O P O N
ns I: 7xe = ea = 74- a,a =
3179727270 BLITZ
02:04:18 p.m. 12-21-2007 8111
Type Qtr M NasarCSAwB.n
11325%32
Q7e17 (a7015 116
PIGGYBACKATTIC 1
2
Jag Rarwanc. fonba0
Bi Cwpm s. x.. Odwip<fa. IN
8500 s Aug 27 2007 Wee bdialm. M Fd Dsa 2112:39.45 2007 Paps 2
mom
13) BAmm coma We bed (40.0 PM and additional I=,vi cnprd dead load 10.0 pstl appded arty W mart P-R
14) This bus is designed in acxmanee win the 20031nbmalbnal Residential Cade set tons R502.1 1.1 and R502.10.2 and ra(uenced slandatd ANS VM 1.
15) Design assume W(dal arhNelbn) Purling st as spadnp Indicated. fadenedt btss TC x92.100 nape.
16) Mons d®pMpn Dbd*n is ragai i d of WA creaks. Stabilizers may b repaad witn wad abcki g.
LOAD CASE(S) Stendad
vuum.R a..p.w .e wIwonolvaa118aumnCl.pmaorllavmu smarm nn aHata pad
e+ecra. Wciaxnl<wennen?dacrq cl aie<wclibicbae6herepnaL3Y <I
Imak<'b'?atv'.M1CMtOL UVCpe. <ewery. veclbn orq docnp.cp-,sA Yt9
fdMlnlvm?]a <Yaae>amlW ?kle1m51M.5310'Oroekr are. MOdv?a
tld15YOV•r Fan.SUU Rm
CWe516 M06DJ17
3179727270 BUTZ
02:04:32 p.m. 12-21-2007 9111
Tna" ruse Typ• City Pry I Mir Gon pBam
n3zs9933
07417 P801 PIGGYBACK 16 1 1
I Jr! Refrain fmvun
U? Compoems, ft.. Miafapd6, M
500 540
axs =
6.SCO S Aiq 272007 Mire, inOabe[, lox Fn Dec 211239452(107 PapI
Soo=191.2
Iq
d
LOADING (par) SPACING 24-0
TCLL 20.0 PIONS Inusana 1.15
TCDL io'D I Lumbar lnaesso 1.15
BCLL DA Rep Sinews Na YES
BCDL 10.0 Cope tRC2003MM2002 CSI
TC 0.30
SC C.30
me 0.09
(Mso DEFL in
Vert(LL) -0.03
Vart(N -0.07
H07(P) 0.04 (be) Oden Lid
" > 99 360
BF X999 240
E No Ni PLATES GRIP
MT21 1971144
Night 32 lb
LUMBER BRACING
TOP CHORD 2X4 SPF 1550E 1.5E TOP CHORD
SOT CHORD 2 X 4 SPF 1650E 1.5E Inotabatbn 1 Sfaps2eKa) so 9a-8 (rnws) M,
NESS 2X 4SYP No.3 Permaner0 Shemlfadafi-00on puNna.
BOTCHORD
installation 1Steb1T¢er(s)at 150-0(max)oc-
Pemunem Rgid ceding chrod?y applied or 10-0-0 oc orseng-
REACTIONS (Iotaza) A-35MM. Ey352103
Max H A•113(LC 7)
Max UPIDA=-9(LC S), EW(LC 9)
Max GMv A=391(LC 2). Ea391(LC 21
FORCES (Ib)- Maximum CongeeatioMAsXinum Tension
TOPCHORD A-B?23WW. B-C•-42955, CO- 2941, 0.E=-239713
SOTCHORD S-F=RW,D-F>U26S
NEBS C.F=01259
NOTES
1)
2)V&d: AASC E rmf 7-07 g0vObedsmpN; tw30Mve1L bean TL=S Q tad for Ova .0pod:
r
V d: right ex os Lurnbor DOCab9pry II; Exp B; enclosed, . ~RS gable endzone; cacleever loll and
rpm eapossd ; eb vertiont left sad tBm axposad; Lumba! D Pla D grip OOPgl-20.33.
31 TCLL ' ASCE 7-02; Pr=20(7 Pal lore bad; Lumpy WXPB;,15 5 Plata D= 15); Pg=200 pif(grotiall wow): A=16.0 ied roof
arrow.banderDOP=1.15 PMteDOL DOLn./5); Cate9aryIl;Exp S; Fully Exp-.; ; Ch1.t; IBC 1607.l 1f1. .2minlmvnmadiva badappappaad woere
eWied.
q UMalancad nlow bads have been mnstlerW Irtlu aeai9M1
5) This Was nos neon des/Tad for a 10.0 psf bodes axld fie load noexoncwrtm witn any stiller lh a bads.
6)Thubun rnP:b roful Tm9[ CouN suing than trueis grainerinquaCrysouranu bxperlion.
7) bass Soaring saM tlPba(s) a) A,, E E considers Ews Parril b grain robe ueb M15aTP1 I sortie b gall formula. Suiang designer Neutl wily capacity
of De
of g aralate.
S) lie esn is des desigrr connection (Oy oVxn1 Wtt Is baemg Pula capable at wate sapiens 610 upM At Joint 0 9 0 uprdt re alpine E. And 9) TMA Thia n is rod in aoratlance With the 2003 1rNma5arml RaiOsntiaiall Code aac0on R502.11.1 mgr RB02.1 .f0.2 end rdnencee
sMMCd ANSVrPI 1.
10) See Standard Industry Piggyback Trutt Connealon Daniel for Connection b pose Doss as applicable. a exnsub quaMed bu2mn g
do0gra .
11) Nhae diaphragm olocldry is 7eQuvad n paelt pears, Slabifxns may pa napbc00 ardN woad piotldn9.
12) Warning; Additional permanerR and stability perry W buss system (not pan of Olin Corsporent design) Is always reeplirs4
LOAD CASEIS1 Soo"
0 ??51?G1AN07yy7jvYVi
• P?GISTER?O,: _
NO. 19900015
STATE OF Ir
/r71SSONA 7 I s,`
December 21,2007
i Ail vom.wpe e,.[p,[p...,.[a.wwoaurra oalwum pr6lmaD mr<aaxzaaca sAOSam.»n ssxpos PCa .
)e win ra?C VA wt-,MIM[pvY[ICR tin CC62nab9ledV/VT11 W<TPIq SM.vi.VU¢!4m M')AI bJHn]Cyrpa?ed.
Arolc al aa';g, ea?vpsNw[Qe popwncapeawn drnaeowalrnppraxan et aJiropemr.-nor true asnonw. bacry a[arn
.a.ehe[,ype,ra[w:aa-.enwnenmro.nosswdeaa+oawvoa?+oo..,.vannve+MV?a?na:'an?,.[
nav anaea 4416
wstw. res?mapwrmwnl doc.y cl s,e mwol vaxwei[lne reason:ati oflM evrai'n«pia.w9w[wd vas««nva¢n +•.•+.•.
lapecaxn 0.+'ArY ?O?a dorap?aaMry. •recla.adlepv+p. <erce AaYbtnl OaaM?aeAe. asaal,ar3?ll sunNa pc•TmeN ra3ts M.w.F s.am
W[ly ebmeflee <[cbbk rmrne! {We FYA,!le Yil c'omM1O prve Moicn'm S)119. q[e[ye u063017
a9n
LH II
5-DO I loos ?
SDp 540
3179727270
BUTZ 02:05:02 p.m. 12-21-2007 10111
ho, blSenyolb. IN 6500aAter2721107MTak Ihdlsbio,1nt FriD 21
SOJ 900
ya - Sine-1:J1I
SDa t0 a0
SDO SOO
LOADING (Pal SPACING 2-0-0 CSI DEFL in (loc) Udell Lm PLATES GRIP
TCLL 20.0 ptaks bceas! 1.15 TC 0.30 Ver%LL) -0.04 F-H .999 380 MUD 19711"
TCDL 10.0 Lumbar lresasa 1.15 BC 0.. WrIm.) -008 F-H -999 240
BCLL 0.0 Rep Stress lw YES rib DDB HMZ(TL) 0.04 G Na Na
BCDL 10.0 Colas IRC2003rrP12W2 (Mot) + weight 3910
LUMBER BRACING
TOP CHORD 2 %4 SPF 1850E 1.SE TOP CHORD
SOT CHORD 2%4 SPF ISSOF 1.5E IlaleasOcn 1 Slsbdizer(s) of 944 (rtuq x.
NESS 2 %4 SYP N03 Pa nercN Sharhen or 6.60 oc punkas.
SOTCHORD
installation 1 StsbB¢a(s) at 15-0.0 (max) oc.
Pannawhe a Righl caibhg directly apptiM or 10-00 oc bra unq.
REACTIONS (maize) A-3WJ0J-0,G=352/0-36
MaxHarr A-113(LC 6)
Max UphftA-8(LC 8), Gs9(LC S)
Max Caw A> 91(LC2),G-3S1(LC2)
FORCES (Ip)-NarknlmlCanprefsiaM.laxman Tansim
TOP CHORD A-0d239W. BC"22128, C-D -363RB, D CE-a 3183, E-F"22MI, F-G--239'13
BOT CHOfiD B.J Wr288, LJ•ORB6. Hd-0'266. F-H?(2fifi
NESS 61-41854, C•J=4W6, E-Hb62/77
NOTES
1) UnceMncea IoM Ave Was ben been MnsiaeRa for this ftsqk
2) wM: ASCE 7-02; 9Wwh: h-30a: TCDL-6.Opf: BCOL-6.OPC, Cabgay II: Exp B: enclosed: MN£RS Babb anal zone: centilaw kR and
ripen nposea : lM vaNcel 4R aM ngm lapased; Lunbar DOL-1.33,FI dx W p DOL-1.33.
3) TCLL' ASCE 7-02; Pt--20.0 pst(teen We Iced: Uanbar DOL=1.15 PIaaxDOL=1.15); Pg=20.0 psf (ground moat; Ph16.0 pal load wen
mar LMitber DOt=1.1S PMe DOL=1.15): Cabg" ti; Em B; FL* Eap; G=1.1; IBC 1607.11.2 minimum mof ave bar appB ware
ro".ahL
4) Untalrwd almw bade hM beep ca sWeree for this dftgm
5) Thu bufa naa barn der nwr fora 10.0 pat bollan Mwrd Bue bed nalMaameal wdh my oafer be bade.
61 Thu
71 Bearing r Pr*(s) s a per Me Torah ung whip Ilve true is M a? si i of bean g Pr *(s) A. G G aa onuitlerers paraM to grain vaAM usbg ANSIRPI 1 &V* to grain ain fortrxrta. BMIOMYV designs, sh aholubAd
remy OaDsatY
M bearing sudecs-
6)Providede eattal ocoon(byasat Max to bwphtamental MehraMnq 9t 1tpen AZ 1 9bupPSapING. and 9) This suss u Oe15nM n accatlmce vtih but 20031mernatiooonsl F2esiden0si Code aecuonf 85002 1
.111
.1 and 8802102 arts relMenced
do Wd ANSVTPI 1.
10) See Standard Industry PWYMCk Truss Connection DMai for Connection to base truss as applicable or Mnsuft qu.Med bunting
designer.
11) Where Nephragnl bbcketq u mqukW at Is MI breab, Stabeizars may N replaced wits woad tbaing.
121 Warning: Adabonal pennrrord a rd slebiMy braung for tugs system IM ea0 M a1q MmponMn design) is ahlays "Uked,
LOAD CASEfS) Stancam
wuvan av(A?.hw?a?+=w Auam+u0a+m.xaa m.oam nav --^-°'• nos ato.nn uroaa use
tti
1 4" lt_
yT3SGANG C/ f/''a
i
P GISTEf 1 L
;3
0-1
7 NO. 19900415;
e j
STATEOF ,•' C 1110 fill
N A LIEa?
December 21,2007
MfTBR2 II 2x4 II 2 11 __
N
E
a
n
0
0
S
m
0
N
m
n
Symbols
ION AND ORIENTATION
PLATE LOCATION T
est- unless x, y
_
Censer Plate
h
offsets are indicated.
TI
S
TI Dimensions are e In ft-} in-sixteenths.
Apply plates to both sides of Iruss
`-.l
and fully embed teeth.
Vlan
1
O
w
O
For 4 x 2 orienfolion, locate s
plates 0-'4 from outside a
edge of truss. O
This symbol indicates the
required direction of slots In
connector plates.
'Plate location details mailable In MiTek 20/20
Nstherare or Upoin request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length porallel to slots.
LATERAL BRACING LOCATION
Indicated symbol shown and or
by text in the he bracing section of the
output. Use T. I or Eliminator bracing
it indicated.
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section Indicates joint
number where bearings occur.
Industry Standards:
ANSI17PIl: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DS&89: Design Standard for Bracing.
BCSI is Building Component Safety Information.
Guide to Good Practice for Handling,
Installing d Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
1 1 dimensions Shown in to
iDrw+irgs not to Scale)
2 3
TOP CHORDS
C12 cx)
WEBS G,- 4
v_ -
u 3 .1+1 E
3
c.n as
BOTIOM CHORDS
8 7 6
JOINM ARE GENERALLY NUMBERED/tMERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-131 I, ESR-1352, ER-5243.96040,
95-4196-31, 9667A
NER-487, NER-561
95110, 84-32, 96-67, ER-3907, 9432A
® General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional slabAily bidding far buss system, e.g.
diagonal or x bracing, Is alvpays required. Sea BCSII.
2. Truss bracing mail be designed by an engineer, Top
wile buss spacing. hasvlduel laloral braces IhemsoNas
may ,-quire bracing, or allemalMe 1. I, nn Elper a
bracing sinned be consldored.
3. Never exceed the design loading shown and never
stack malelak on Inadequately braced busses.
O
O 4. Pmvde copes n11Ns Truss design to the building
= tlesigner, erection supeMsor. property owner and
O as other lntn,ested mow.
5. Cut maalbea to bean Ilghlly against 00c h other.
~ 6. Ploee plates an paeh face nl Imes at each
joint and embed tuuklyy. Knots and wane at john
localiwn wo regubfed by ANSI/TPI t.
7. Design assumes trusses will he suitably Projected Pram
the dnWpnrnsel In accord with ANSIITPI 1.
8. Unlessolhenvio noted mdslure content of lumber,
trial not exceed 19% at Ihno of tobricaeon,
9. unless mppeely noted, this design is not applicable top
use with ere reluctant. Prefervalim treated, of green Camber.
10. Camber is o nas structural consideration and h the
rmponslbfHy of Truss labilcota. General praclice Is 10
camber for dead bpd deflection.
11. Plate type, sue, odenlollon and location dimensions
Intllcaled are minmum ploting rupNiremenh.
12. Lumber used shall be of the special end site. and
in of respech. equni to at belle, than that
specified.
13. Top chords cruel be sheathed or Pop pmviced at
spocing indicated on deign,
5
® 2006 Milek® Al Rights Reserved
Meek ErpktaerMg Rorerente Sheel: MII-7473
N. Bottom chords fegsRe lateral bocing at 1011. spacing,
or less, It no calling h imiuWd, unless Otherwise noted.
15. Connections not shown we the mponslbllily of others.
16. Do not cut or after buss member a plate w shout prior
approval of an engineer.
17. Instal and bad vertically ,Ness Indcdled otherwise.
10. use of green or heated lomirser rrgy pose unacceptable
environmental. heallh or performance Mks. Consult Wth
proteCl engineer before dime.
19, Review all portions of His design Ihonl. bock, words
and Pictures) before me. Reviewing pictures alone
is not suRcient,
20. Design assumes, unufaotae in accordance wilt,
ANSI/IPI I OVOIIy Criteria.