HomeMy WebLinkAbout0003.98 Truss Plansm
Job
ST023372
Trw
Trlesc Type
aY
PN
D%j ✓(&, r-& % r '`'< 4� 1/- /4
E2EV_A
CAPSM
PIGGYBACK
7
1
VLS WHQt.E.$ALES 3.300 6 StP 20 1995 WATek lrfduatrfes, Inc. 711u A0p 10:45 25 1996 Papa 1
LOADING Ond)
TCLL 20.0
TC" 10.0
SCLL 0.0
BCOL 10.0
2d-9 5-1.2
2-" 2-8-9
8.00 12 3x4
2
cm
t
c6
~
41
4 - 5
Y): po-a-0.0-141
SPACLNG
2-0-0
Pates kxrease
1.15
Lumbe Incaasv
1.15
Rep Suess I=
YES
God. USC-94
5-1-2.
csl OF.vFrAL (n) ()Cc) Udell
1G 0,09 VtR(LL) 0.01 113 999
BC 0.08 Ve1t(TL) 0.02 1/3 999
WB 0.00 Horr{TL) 0.01 5 Na
(Matkx) Min Length / LL dell = 480
TOP CHORD 2 X 4 HF 1650E 1.5E
BOT CHORD 2 X 4 HF 1650F 1.5E
LSR SCAB 2-42 X 4 HF X 1650F 1.SE one sine, 25 2 X 4 HF X 1650E 1.5E ale Sloe
REACTIONS (bw'&m) M--180N .18, 5=180A.18
Mae Harz 4=40(Wad rasa 3)
Max UPIiR do,3s(bed C9ae 4), 5.3s(klad Casa 4)
FORCUS
TOP CHORD 1.2,189. 23=189. 1�-74, 35-74
SOT CHORD 14.165
PLATES a"
M20(209a) 149A04
weight: 13 (lba)
BRACING
TOP CHORD Shsadmd a6-0-0on carder purbn spatw4
BOT CHORD 13:6-3-0.
NOTES
1) This mesa has been a eekm 4r uncemnced wading ow<:* ns about pint 2.
2) This tnu has baen desQned far the waW weal generated A' W.0 M.P.h. winos at 25.0 let above Q^ nd kl i, �ng 5.0 P.%t. tW
child dead Toad and 5.0 P.cf boddn rn d dead k W, 100,0 m,1es Iron YMncane ocearena, on a tategay I'enalceed W10 M of
dimensions 31.4 try 50.0 wen expuxae C (ASC$ 7.93). Lumber Incnesse = 1.33. Pita Increase = 1.33. Both and verticals are
he 3) The blabri mW, the builder ands thedeikT g designer are so" respo laic for the ravier and 3PP *YN of atl pertinent data
mileCed an this drawwg, such as; abut riot limited tit; pltm. dk 4fn4rn. wads. etc. WM tepilcation to ktttae 4x4ary and ad conlpeance
with exiffing applicable building code requ .rnent&
a) See sheet ST-PWI fur pm0ybwk mnnection delail6.
LOAD CA3Ey5) Standard
AUG 2 21996
• `r_ 1� 4
A ' STATE OF
ac '•: �VOIANP'.•' it
''rrls.ltsls...,
Y m.d READ N07=A ON TRW APO RCTSR= BIDS BBPOAA UAL ®o®
.afore thY dewy. a based eery ado. Ywwn, anae rr b, on �.t
N a d-10n Pup W. afd pn f ..apW Wrgn 41 aomPe , a ,� DW ftw of t>akw� comCaNM b ae
kwq a W.Mg+y. reCwreUdn ond,dallonly.
MAd4d,larwCnSaTJiY.�PYaryY Aandad1.
edmd�d+t+Pn, . nbfr
.mo:ann wockM ofroo.al dnww • M 11pawEyy -1 mlAvga.10now01 ouwote,mwes
OCI-90 e
t
I.VCkgeOeCMMaw\ aM kle-vl p
damn ow.a0le lrem trw mare W inNe: Seel O'wanb Dtie, Aioo•on: w� 4v714._ .11%I iTe k®
ST023372 Tnws Twa Type aY py
MXV_A CAPS02 PIGGYBACK 7 1 I ELLER RUN 69 FLOOR
cQ
t
8.00 12
28-e St-Z
2-S•9 2-ri.9
3x4 =
2
4 5
r
Jv
I
0
St-Z
�.c.otraera(x1�: (?:aa-o.als)
-I LOADING (pss)
SPACING
2-0-0
CS'
DEPL
(in)
(hoc) Vde,9
PLATES GRIP
TOLL .10.0
Plates lnveoz
1.,S
TO 0.09
Vw(LL)
0.01
to 999
M2000ga) 149N04
TaN 10.0
L ber lnaease
1.15
5C 0.08
Ven(TL)
0.02
1/3 999
1 BOLL 0.0
Rep Stria Inv
YES
we 0.00
hipz(T)
0.71
5 rv2
BCIX. 10.0
.Code
Vlw'-94
(Matrix)
I Min Ler1gIP
1 LL deA =-480
WegM: 13 (Iha)
LUMBER BRACING
TOP CHORD 2 X 4 Hip 166OF 1,5E iOP CHORD Sheathed a 8{?O on C2MCf pwtin sparing.
SOT CHORD 2X 4 HF 1650F 1,5E BOTCHORD tJ:6a11.
LSR 3CA5 24 2 X 4 HF X 1650E 1,SE ease Side, 25 2 X 4 HF X 7650E 1,5E vk $M
REACTIONS (mela ) 4=180d0.1A, 5=Mit)O 3A
Max Hoe 4=40(toadcase3)
Max Upid 4=-35(Ie3d Casa 4). 5=,35(Imd case 4)
FORCES
TOP CHORD 1-2=189. 2-3-189, 1 -- 74. 355 -74
BOTCHORD 1�155
NOTES
1) This Mrss has Deen chCCNcd fv UnW aM000 105ding =ic a vts abaa)OIN 2.
2) This toss has Seen ce gas for the wind icaft gene(ated by 80.0 m.p.h. winds at 25,0 ket at, . ground k.Cl, us�rg 5.0 p.s.f. top
Q-+ d dead IWd and 5,0 p.s.r bottom C fd dead qad, 100.0 rocks from humcane ocaar [' , M a category I enclosed b oiiaing, of
drn+ensiorts 31.4 W 50.0 with e�osure C (ASCE 7.93). Lumbc(IMa6lia = 1.33, Plate lrtCYe85e = 1.33, Both end.erlitsls are
eocosed.
3) The D18s faDfxalof. the bwkw ry o, the Duwing designer are 9ok* reswsibw ra u'e reV 3nd appr" of at pemrtent date
reM1ecaed on this drawing, stash as; txa not limited to; pdCh- dime(taioM, loads. eto., betae fabrication to ireure aova w and full oompka
with e)rtrg app6aaWa buik kg code iequirernerlts.
4) See sheet ST-0B01 fw piggyback oonnection details.
LOAD CASES) 9twxWd
AUG 2 21996
-
�,zGat2
4 • CrATE OF e
......
"',,,10IYA L E��'\,• •'•
�'l llJ.n n 1uss�
paaaw.t.ry er.d R:en ieoras aN TWU Arm ASYRRM =X AKrOW U6d-
W" cOnra — th%C.Agn Y ba.etl or u(>On pppnl.yn down. Mp 4Iw On MMCvoI twpYq.. eemDenanl p ba
A 00006bMy W.Y}1 Pa011Nlaw On<I DrODw Y1COlpdvrl[n OI COm DOMl11 Y ierpwr[[a.ty Or WfOYp 6.Lv w ' " ry
btw01 i, D ri Only. Apaaprpl IlTpbmy brpOlry p Vt.yl. tladey (fyM7 epntlNCfbn Y hM
Y i0i`31 pwmM.nt d " Of lM "V .x dYC1vN Y Ind _rwponVJ.ly Or Ind dJGro W.gnw Fp.';p," QJga1K0
anllOL doioge. OMrYry, w.clbn OnC M0-", em.u- 048 Q..*V 6hvr4awf. DS"I armYp nP.c� urd NN-e1
R�oom,n�iieeelen evo+od. xom f'u.r pate nnnuf., Sas 0'o... o' ., M0.'fYM, Wi S T'
3372
Tnaa
Tluse Type
ELEV_A
CAPS03
PIOOYSACK
7
1
ELLER RUN 69 FLOOR
DAVIS WHOLESALES 3,NO • Sep 20 1096 MITelc Ytmrefny, Thu Aug 2210:50 99g Aga 1
9
2-6.9
8.00 12
3x4 =
2
245-9
4 5
5-1.2
°Iaze OSsets (),Y): (2.0-0-0.0-1-6)
wOP.C,NG on I)
SPACING
2-0-0
CSI
OE}l.
(n)
(:;,c) Vdefl
PLATES a"
TCLL 20.0
places Inc�
1.15
TC om 1
Ven(LL)
0.01
In 9S9
M20(20ga) 149r104
TIX'L 10.0
Ll .6w Incre4se
1.15
1 BC O.Oa
vetm)
0.02
1/3 999
SCLL 0.0
Rep Stress Ir1u
YES
WS 0.00
F+or�TL)
0,01
5 Na
: 10.0
Code U?CS4
` (Nair&) I
Win t.wgth / LL aed • 480
Weigh: 13 Qbsj
LUMBER BRACING
TOP C80RO2 X 4 HF 16509 1.5E TOP CFIORD Shead)od or 6.?0 on osrda purGn spacvg
SOT CHORD 2 X 4 HP 1650E 1.5E BOTCHORD 1-3:63-0.
LSR SCA S 24 2 X 4 HF X 1650E 1,5' one side, 25 2 X 4 HF X 1650E 1.5E orw side
REACTIONS (bstsae) 4+18W91a,.5=1SW43-8
Max Ho12 4-.-40(bed — 3)
Max Up1Yt 6=-35Qoad ease 4)..3=-05(IoaO cSsa 4)
FORCES
TOP CNORO.1•Y•189, 23=•189, 14-.74, 3.5e•74
BOTCNORD 1-3-155
NOTES
1) This etas Ilan teat discoed for wbahnoed loading oml= rs abed joint 2.
2) The etas has been designed for the v rod Ica& generated by 80.0 m.p.h. winds 4 25.0 feet abrne gn m *ve: using 5.0 p.a.f, top
clad dead Wad and 5.0 P.af bottom dwrd dead load, 100.0 nvles from Mxrcam ocearim. on a cawgay 1 wed bulling, 0(
dintata xis 31.4 M 50.0 witn exposure C (ASCE 7-93). Lumbef Increase = 1.33, Ptaw lfxaease = 1.33. Batt end • elicals are
e+Vdsed-
3) The rune rabncator. the twilaer aftdfor L*e bWd;N designer are :elely responsible for ttn re iaW and approval of all perwwd data
mdeaed on MIS &swag, such W. bier r limited to; p4011, dmensbrs. Wads, etc, before fabnwticn to i m acnaacy and MI comphance
w eaating applicable buikti g code requirements
4) Sae Meet ST?S01 fa piggybwl Connectioncharier,
LOAD CASES) SWKLvt
AUG 2 21996
iamm*t• aed READ NUMB ON 7W$ AND MPERU SME EMPONE EMM
WIYR cdnnecm>. iM.0~ Y baaad. orvy Wen pddnefev mown, dry Y fa do NdAa d .OY.p dempenenf ro w
_AODYmtrtly err deMy..:paometen and 1>op« r�cerpaaran yr cwnpoMnt Y iepwueay of c Wg o eetlyvr . ,qf flvy
afadl wpport'el hdlvbua wed memeat enN. Adprtbnpl lamp ary G,," t0'Mvle aobM WM1p co,gN ,on Y iM
1Wbf101'pNmOnlnf FHoenp O( lM ONOC dluClwe Y ST iegm.bpy Ot fM F.`uAAq G{pfyl. (pl QOMIaI QyIMM1
Ontrd, da.op., deN•N: aMlw and tNOGM1'J, COmurt D' .. o'.. argeN. d{{-oe {tvohp {peeneaAax vnd NI{-91
eeaOmmen4e11p1 a.'O{OdM r.Mt rlw Rafe NSlllyre. {4,i D'Q'W 4b p�M. 1.1J-0YOn, W16j 110,
ST023372 T"" I YMIs Type I �y I pN
ELEV A CAPf01 Pt=YSACX 2 1 El t r-R RUN 69 FLOOR
ILO
1
N
CV
.04-81 3d9 6-7-2
044 339 3"
4Ir
O
8.00 IRf2 4A =
2
1 4 3
3x4 = 3x4 i i 3x4 =
' LOADING tly�) 9PACRKt
2-0-0
057
DEFL (In) (bc) Udell
PLATES GRiP
TCLL 20.0 Plates lncease
1.15
TC 0.00
VaA(LL) 0.00 1 ^'
M20(h7ga) tagn04
I COL 10.0 LLvnbW(ncrease
1.15
BC 0.00
vedFL) 0.00 ! ""
BCLL 0.0 Rep Suess Inc✓
YES
we 0,00
Her2(TL) 0.00 tva
BCDL 10.0 t Code
usr-94
ton LehTh I ILL 00 = 480
weight 18 (bs)
LUMBER
Y
—
BRACING
TOP CHORD 2 X 4 HF 1650E 1,5E
TOP CHORD Sheaeled
Bfr.CHORD 2 X 4 HF 1650E 1.SE
80T.CHORD 14:6-0-0, 3-4:60-0.
OTHERS 2 X 4 SPF N0.2
1) raw re"uCeS W%(aAus Datum clad bearing.
2) Gale studs speceC R 24 lAchft on Center.
3) Gat le SNds Ong 72 inches krlgth to be later y [✓faced at midpoint For studs o*osod to [hind, see MITOR'Sumard Gabk Eh0 Det ur.
4) Studs to be bs'tlxd with 216 M20 plates
5) The truss fabricator. the builder ands the building designer ere sotety resporcio:e for the rev:-w and epprwal W aY gcek and C a
reflected on this drowng, such as: but not limited M: pitch, dimensions, bads, etc., before fatatcation to sny xcWTcy and bA cWhpr�a
with as"arplicabi Gelding code repuirernenls.
6) See sheet ST4-801 for piggyback u,nrlaCtiCh details. AUG 2 2 1996
LOAD CASE(S) Standafd
a enda N0"V0r TW9ANDAfSWM®t BEPOMU=
rw'-'. mM dtibn Y boas only c raeia .e Bosun, QM Y W an hal.+p pvWlhO oemAcr�..+1 ro M
bwy o.4D^ paamw.n ontl IrWM Iti'ur>o.r>tlo. er cvmop f a,.,. ,.y W "Idyn de4ah... nor tryµ
upon of iW4U�o1 �va0 n,.mo.n M. AO>mJnp I.mp bo " to ww. aawy 0." CenuN<rliNi.0 t,a
MmOerlp w .y ..1 rn.. -. Y ew Nmo-bta.ry or jr. c-so" a.wn«. W..pern.a WtCp.Mra!
dope: =-Z. MK'}kM UC -tooq' oera:a,Mr.ae r4VanY 4sdvd, oss-ao I.vc p - 11(-
.no0bn aveloW. ncm rryq Roy l..teui., eau D'Orw•a dlv., r^a IP.oaha<eer\end Nrl-vl MiTek®
Np41iM, WI'J>t 4. K
Job
Trl A
Truce Typo
ay
pty
ST023372
ELEV-A
S01
PART SCISSOR
7
1
ELLER 669 FLOOR
DAVI,S V/N'rCY.ESA(FS 3.300 s Sep201995 MrTek k1d(aill I ThThu Aug 22 11:43.5619" page .
-0-" 5NA
.I I...w.. o a team 1-}(
0?8 54-8 6110 6110 4.4.5 4+13 4d14
Sx5 r1 0.tAF y6
5 6 7
=U- .,..... aae-
4x4 =
&1.J r54ta 26a-0 2&2-t1 3130
&13 7-75 $A8 SS11 5.0-0
Fla1e Offs s(Y Y): (7:0.23,0.2-0L (13:0.1-0,03.tL (14:0-3-15,0.3-111
LOADING (pA
SPACING 2.0-0 CSI' DEFL (0) 00c) 2dcn
PLATES GRIP
. TCLL 20.0
ptatee Increase 1;15 TC 0.69 I VW(LL) 0.21 =4 999
M20(20ga) 149MO4
10.0
Lumber Increase '1,15 9C 0.63 Ven(TL) 0.4115M4 697
. CLL OLD
Rep Stress Inns WB 0.95 Hor2(TI-) 0.30 10 We
I
KCAL 10.0
code ueGe-t (Mate() !e1 Ler::h / LL ce6 = A80
i
I Wekyht 181 (Lbs)
LUMSER BRACING
TOP CHORD 2 X 4HF 1650F 1.5E TOP C40RD
BOT CHORD.'2 X 4 hE /650F 1.5E
WEBS 2 X 4 SPF No.2 80T CHORD
SURER Lee 2 X 4 1650F 1.5E FF 4-0.0
WEBS
REACT10N3 (6Y/Yi2e) t=1266r03d, 70=7238/03.8
Mai Holz 1a543(load ease 3)
Max UpliR S=Qa6(loaC qse 4j, 10=-227(load Ctta4)
9hea&,ed or 2-10.6 on canter punul spacing,
except end t 4-4YA
Rqd oc Bing dreGVy ap SW. or 10-0040 on ce v Dra nZ Exoept:
1n 5:5.1a1, 1G15:63.0, 13.14:644, 6.13�-10.12, 11.12;63-0,
1a,1:63a.
1 Row M miopr 13.6, 14.6, 7.11. 11$, 8.10
FORCES
Tl7P CHORD 1•Y--3?,56. 23=-2996: 3�+-zs70. 4s=-2,54. 5J3=a603. 6a=-1088, 7.8=-500, 8A-101, 9.10=,11
BUT CIg0R0 10-11-665, 1142w5, 12.13=41, 13.1-1166, 14-15=2349, 1-15=2722, 6-13=-762
WEBS 2•lja-151, 4-15a432, 0.14=571, 5-14=875, 6-14--787, 7-1}1135, 11-13=1185. 7-11=367, 8-11=286, 8.1G-U78
NOTES
1) Tbis truss r" boen for unbalan oed kading oyxubens about jdnts 6 and 5.
2) Ths Ctse rds been desgn\W for ttte wind;o C generated by 80.0 m.p.h. winds at 25.0 Set above ground knd, using 5.0 p.tf. top
C (d deed bad and SO p.af bottom enord dead bad, 100.0 mJes from humcane oCNnAne, on s Category I edlbsed building, of
Omene)ona 46.0 by 240 with exposure C'(ASCE 7.93). Lumber Irdrmee • 1.]3, prate.IrtYease a 1.33. BOO+ ma v vtitala are
3) NIA
a) SuaPSCN F¢.5 cornec,oa recarnrntttaad m connect U(AS to bean)ng waft due to cola a3 fabws:.On, mtneaa %joint(s) 1. 10.
5) The m fabdcato, the builder and/or me building des;gnor One sok* responsible fd the ieriew and app(o l of all peMnent data
reflaeted art d)i5 6-34 g such W; but not limited to; Pa4h, dime & M bean, ere., before fabrication to lr 1 30eura, and fiA o pNan oe
Him a alin ng appYcsble burldmg code. requirements
6) See a+roet ST43901 for pggl4ock tank,,, n dmaa
LOAD CASES) Samara
AUG 2 21996
r
r.
iE,?co Cil
20612
..: PAT6 C,
ONAL
""H1N111\\
�WAJ I U = v. -M dwepr Parvawsrs and lm'AD MOMS ON TKIS AND AX VXRBS Sf X RZFOIM UAL �®
0; .p wq gr'.vw bNr wan WN x connecr.j..t. ..0,
.1 Y besaa uray upon paomaien yawn o.w t ra pn ypkb,.Or d wk,
IL OatY cuepbnenr tb pa
(Moab ono gOaaa vF11GOe/. AFOOr d..0, MtGllnbc Ond PIODM'h(.`C(DOrOrbl "Wl Guth rol vvw
Qaaly. &odnpda a Id'4��rd rNppMr d,Fw+avd wag m ,bar, onN_ AWwny IMnpd4ry dbca o to vwwa. nabraY ,,N obnarv<non r try
ta•.[nn YpyrY OI Ry a Ktd ACOnbtpl pa�menanl d .Yq U rM OvM01 raider. t 1ry IIyTOnatatly O1 tM bWk1Vy a.wnw., for gwytOl. gydonGo
ripari/1np'bb4[prgn, awaty,CMhO( vod , oaAa =T-aa Q.b v Y1ari4W, DII•e0 I." Ord O'Oroob d.
T1NIe-V1
mi�iTek®
Nmrmrq lnmar.e OrW Ieeel+v.l.cammamaylp`t owaniN. um.. .,q pare v.urtu .. sas r.., 1-r ,,.1 M,14.
ELEV-A S02 SCISSORS 5 1 I ELLER RUN 60 FLOOR $2W193 I
p6* 6-2-5 S14 61-3 5-t-2 4444 5.1.8
Sx5 11 5x8 =
8.00 12 5 6
1 4
5x10 = 4.00 12 4x4
6 13 ,` 4 21�13 313
e+n 731/ 4*.a }11J
I p=*OEsen MY): (B:at-1a;a23), (11:oa,4,oa-11)
LOADWG(Psf) SFACINO
20-0
C51
DEFL CM) 00P) vcw
KATES GRIP
Tal 20.0 Pates Irarease
1,15
TC 0.57
Vertku) 0.19 12/11 999
I
M2f1Cz%a) 14SA04
TCOI- 10.0 LDmberinaease
1.15
9C 0.68
Vergn) 0.3712MI 999
SCLL 0.0 Rep Stress kK
YU
WB 0,96
Momm) 028 9 Ne
SCOL 10.0 Cade
UBC-94
I
Min Lerglh/LL dell.4W
WeoO .150(Ibs)
_
'UfeS:.tt
I
BRACING
-
..-
(OP C7�ORD 2 X 4 F+F 1650E 7.5E
TOP 0ORD Slaamw ar 3" m center purkrt s,*cN.
90T CHORD 2 X 4 HF 1050E 1.5E
e.,z*pt W4 wdcaM
WEBS 2X4SPFhb,2
SOT CHORD 1-125.10-1; 1t•12;53-0,10.11:63-0,9-10:6-50.
SURER Len 2 X 4 Na2 SRF 3-7-12
WEBS 1 Row at mjNq 11-6, 1", 7-a
REAcTI 5 (Rmk¢e) 1=1292N.7.9, 9=1245i0-3-8
Max Hot 1.539(toatl case 3)
Max upBt ,•-2a7Qoaazi case a). 9=22a(bad nse a)
FORCES
,OR CiiORO 1-2•30$$, 23=-2812. 7-4=2812. 4-5=-2065. 5.6=-1 a22, 6-7=1269. 748 0. $-9•-144
BOTCHOIZD 9.10.810, ,41s=t108, ,,-,2=zz7o. 1-,2•z599
WEBS 2az--,s,, 412--392, a+1=S00, S11.H44, 611=822, 6-10=191, 7-10•389, 7.8=-1478
NOTES
1) This truss t" been de$Vn d for fie wind bads pawe6d W 80.0 mPh wirds a125.0 feet *Jove 7-nd L* -trg 5.0 I)Af, tap dlofd deW Ic6d W-4 5.0 Raf bdtan do d dead
Wed, 100.0 miles flan+ twmcam o Nkw, m a ca*QOY I endows* btikleg, d dinnr4*tt 45.0 oV 240 win etpasure C (ASCE 7-W). Lunllw l� s 1.33, Phta lnaease
1,33. Bath end vwb als are e>mdeea
2) H/4
3) SIMPSON HZ5 cmnectas mcmmfe110ed,o cmneet Un to bet waft due m upe* ea ftfi .: One c rne" atpelts) 1, 9.
4) The trues fabrimtcr,.tne Wlder.4nd'or the t &W g designer are s*4y mspwm"e br the nniew and appi "cl of pwwwt daa
reAKtod m lug drawig,.az eel bx net p.Wlftd to: P4cn, d•rmsiom k>>a, aM. belm* fabri•ation to inure aw y and fu8 mmpfarce
wth caztnV appftable bu8tl{no code requkements. AUG 2 21996
$j See sh" ST7901 for p"bwk connection dela ki . 1:
LOAD CASES) Standard
ea : QF. CQ ••
20612 —
_ . - STATE OP
earn aed RX&V NOT= ON T= AIM RDM=swc B&PORC t/H6. •rrf wawtl,-
YIr..Gtpt tht 00ogn k C oIV, Vp pClOm.rM'efgwM1 M Is t do M WM INiSNa COMOIXbl1f b Cs
26• of.*.won pgwMwww and peaM IrWla fO w cdmo l k ,e.oe wanby of twuiq'gvW'ew .not ti w
,* Or bdNkh•d r.b m.mbr+ONy. A�. Nm N dd*Yq b tWta OG[ V d-da Contllucfbn k thk
I pampnMl gw'Ytp OI tM OYFW.whVCi,A M IYM INQOMdYir of'tM 0.A,-Oerwiywl. r01 Q o aNklOnC1
in
ipda�. WMry. eleCtlpn OM Gxk'4-w.m2 OCtde a*GW AatWard� DSe-eo enCkb fp.cek:akpl, OM NII.Of iwiTe1/0
nW a11w, ovobDb nam r,vn Pot. eW ll{n4: 34a D'O!4nb arv:. Wdkm, W I JJIf v. R
Job
r t
Truss
Tnns Type
Cly
P17
ElEV A
S0.7
ROOF TRU55
t
1
FI t Fp RUN 69 FLOOR 5289194
DAVIS WHCLF-SALES 3.300 s Sep 201995 kaTek kdusuiss. IM mu Ayg 2212.112319W PNp t
1+4s t"ll 141 2744
s A F
_ aw a7.ts S4s ssa it1-u �.t.s sw
-I M• SEp
s a 7
IM
54z
l
sa-o
,e-&a
]flya
2740
600
Tdd
w0
&Act
Plate Cthees(KY); (5:0.2a,yJ3-zL[s<A0,0-�dL (11:0.1-0,o3-aL [1 z:o3-14.OJ-to)
LOADING (psi)
SPACING 2AA
CS!
OEFL
GnI (bc) UONI
PLATES GRIP
TCLL 20.0
pw+ Irlrsease 1.15
TC 0.54
Vat(LU
0.1613112 999
M20(I0(p) 1491104
TOOL- 10.0
L+Amber frcaace 1.15
BC 0.61
ved(TL)
0.32 10112 999
BCL 0.0
Rep StreelrinG YES
WB 0.71
Hnz(TL)
0.23 9 Na
I
Btal. 10.0
Cafe uBGde94
Min LwVdt
I LL da 4$0
Weight 157 ('A5)
SER
BRACING
p+ORO 2 X 4 HF 1650E 1.5E
TOP CHORD
CHORD 2 X 4 W 1650E 1. SE
S 2 X 4 SPF No.2
BOT CHORO
FR LOA 2X4NO.2 SPP 31 .14
WE2^+
REACTIONS pxh¢e) t-ttt60.7-3.9=t066AJ-8
Max HOr4 t s692(1oa0 rase 3)
Mors Up a 1 e•2t5(bad case 4), 9=196(load avae 4)
FORCES
TOP CHORD t-2A2536. 2-3-2279, 3-"-2279, 4o-1472, 53--1164, 6.7sA73, 7A=0, 8-8,-161
BOTCHORO 9-10=0, 10.11 11, 11-12.7t0, )2.t3=1766, 1-13=2150, 6-1ta.757
WEBS 2-t3-16a, 4-43=403, 412?'S25, S•12=528, &t2=789, 7-15=961, 9.1 td,.7-1279
Sheaved or 3-1-6 an Cergs Puft %Patin&
esrept and Yer&ala
Rigid cPjRtg dkecny appked, ar t 0.00�0 on a-wer,6taan0. e=Pt
1-t3:56-t, 12-13t5•t0.13. 11-t 2:6�i-0, Sii:7A-0.
2 Rows at 113 p's 7.9
NOTES
1) T7c sect nm oeevl designed V the vied beds 9&wMted W 60.0 mP.h wfn44 at 5.0 feet a11t1Ye Wwd W.<L u g &0 W, top chord dead load am 5.0 9.4.1 bottom &"d dead
bad, 100.0 mores frdttt huni=V 00mr ne. an a atego I encbsed bu8d'etg, of dimes 45.0 by 24.0 wAM opo%n C (ASCE 7-93). Lurnbw 1+7eeeo a 1.33, Meta ktcrease =.
1.33. BoM end tgocsls are
2) s1/4
3) $IMP$CN His connectors remrnrnmtded m co v de IG m txarinp Msp due a up4llea rdla s: One conhec of
at joifttjs) 1, 9.
re Tne atrea tmriratei, tna d:Yds andtlf li buitdkg designs ere ao19!/ add eta. b tar 11» reAb and approval d atl P data AUG ,!C 5�
reflected m tt» dre..vtp; uxtl as; but Ixi GmCedm; pmm, d'er,erwians, bads, eta, beM1xe fabric45on to iru,xa awv'ecy and full canpmnce
with wmsbrQ >a brildirg toile te0,dte M. '
S) See sheet ST-PBOI for pGg tla'.k ouvtedt deta4
LOAD CASE(S) Standard
OA,1�,H ', lrfrrr000'
mo. -
2C6t2
57AT�OF
kown?v.9h Pa*ko lswc REAP lWi7Ca O117'H�A,®%YER#BiDE SiTORi.UBd. 'er0.i.,•n,� - w
N wnn MT�t eenveten. Thkmr *00. k Dowd oNi ,f+on pbrOrneNa ktewn. OM k u YbM]vd OubHd ednper,enf b M it Kt
ntb Wf AaeacaCRy of Oeddn POIOM11eR end PfaOer hOaPt+_r4bn of oornpanent k ro.00rea,lny ol.I7vYtlYp Oadpnwr �t xm
n k Iq�blerol rv000rt of YgN10Va1 wv0 membws o Pl. AOtlllbnbl NmpaaY Gackk tO k4ula OOE1ay O W4 OOnkfubtbn k Ina
c,d. •OOeIp,W.parmonOrH WQC Q or me 0w 4 01u 1 t4 k e sVd d- y of 1Ae w Ip de.; n . Fp Q. a pugciie0
IuottY 4 1- of eaepe, 6eMry, «ectbn aw irocp, QWnVA,WTia uwWY Reno . 034.60 LOckp ft>.ckkafbn OrW HIS-91 if tiwiTek®
ractrp e.con,rw.rwblbn Ovbecw hom r0bN Ywlaute, ba 0-'4b01e. MoCkon. WIaa110,
by
Trtae
Tr a Type
ay
ply
'
HFV A
$04
ROOF TRUSS
8
1
ELLFR RtIN 69 FLOOR S2p9�9�1�9$
. nm
• wn t1Ni5 WTWe lydrn�4u. lne. TM1 AW 12:26:04 t3B6 r•y 1
rDAVLS WH0LE3ALE3
$a a
nao
o." 434 444
383 34-Z 67.2
493
5x5 =
Sxe =
5
B
3x5.
8.00 12
4
3x4
3x843
3x5
Q
2
d
3x12 :
~
0
12
a
13
6x8 = 11
N
oT
1 1.5x4 11
3x4 = 10
9
8
5x8 s -
5X10 =
3x4 =
3x4 11
4.00
F 1 .%
re-t-6
1
az-ra r
aao
pte4 Onety My):
(5:o-2.1,0-2-2J,ATE[641-15.0.2-1], (to:o3.10,a2.71 (t2:a3-15,o�-to)
LOANNO(psf)
SPACING 2A-0
C51
DER
(n)
(�) UdeL
12 999
PL= GRIP
u201�1163
TC-L 20.0
ptwe lnce 1.15
TC
0.68
Vert(U)
0.12
5a)
fl
TCOL 10.0
LU W w� 1.15
BC
0.43
Vergn)
0.24
12 999
BC-L 0.0
Rep st-•Mott YES
WB
0.69
Hca(TL) 0.17 8 Na
Min Lengttl I U-deft=480
weigrrt: 159 pbs)
BCTx 10.0
Code UWA4
(
-1
Nam
JP CNCRD 2 X 4 FF TOW 1.5E
POT CHORD 2 X 4 W t650F T.�E
WEBS 2 X 4 SPF Nd.2
SLIDER Lea 2 X 4 No.2 SPF 2-5A
REACTIONS (I04/5Ge) 1.11 t6prZ-8,8=t068,G3-6
ma Hoe 1.680(bed case 3)
m=Vpidtt=.215(loed 4), 8=-203(bad case 3)
BRACING
TOP CHORD Sttgred or 3-7-0 w rc, W puran Spacing,
except erd "mica)&
BOTCHORO t-t3:5-11-t, 12-t3-°-174, 17-12:8-23, 10.17;6.3-0, 410:6JA, &9:6-3.0.
WEBS 1 Ron at midpt 4.10.104. 9.6. 9.7,.6.10
FORCES
Top CHORD 1-2=2653, 2J=ZM1, 3-4-=7248, 45=747, 5.6=•627, 6-7=459. 7A=1022
BOTCHOPO 9.0=0, 9-1fY982, 10-11=1095, 11-12=2053, 12.13=2226. 1-13=2226
WEB$ 2-13$1, 2-12-165, }72=1448, 3-11=1408, 4.11=a50, a10=-897, 5.10=108, 6-1o=505; 66•322. 7--7:5
NOTE t $.0 D.sf, top chord dead load and 5 0 sl txoan Cwd CtnC
1) INs V= ties Deer, de5W*d for the wird bads yensrated by 80.0 m p.t, wkds at _5.0 feet abw gmuM le el, unity P
bad- 100.0 miler hom Nor car a oceaNbe, do a cats{jay f encbsed twX�j;rq. d dkrw,sims 45_0 by 24.0 Witt e.+mosuro C (ASCE 7.$3), Lumber InCeaae = 1.33, Ptaie ktcreasa =
1.33. BotA MC wx6ceh d2 aposed.
2) N/A
3) SIA4PSON Ft2.5 cor45ectcra recaanended td comat truss to oearktg waPa hue t0 upka as fa6ows: One mutest« at jpr4(s) t, e.
4) The t la8ricat&. the NAda c,dtor the bu mutg deslgrw a solely respWA"e fdr Vte feYiaw an0 69Wr N or $I pftd data
re8octed on itde CrawinQ. such ai: DrA not united to; pitch, &rw•4bns, bads, etc., tte(are fabricaticn to wt 4GUracv srd U compfsutce
wdt,es V appkaDb buddLV000e reWiremxns ;�ijt L 12 iJ
51 See dwat STTBOt ke p pTybac cOnnec m deN %
LOAD CAS£(S) Smnd" Fil- 'CW �
' Apglunrrrtrla,
C,4g
No o Is
2a5i 2 -
_1. STATE OF -
'®WARIOMa-1r-ft 6elpi'yaiawW.e andREAD NO=$ ON THIS AND RSYSRSX SM SWOM Ue%. -•l4, �: it
DH,b^ vpYd?IOr we OfW vah_W*k CanIMGtG& Tn de+lpn 6 timed a.•V uPa!, DmP^.•rr+Mwn. and Y rd an FGMdual W4dIn0 eawOonenr rob
"nr�aw>d tlnA bdO.d vH oW. ApG4eec4Pv o, de.gn Pdarn~ m,d p,ou« r �,a!W a compOnanl Y �e,Ro^,st�h a burdbo de,ldnw
aesrj,er: kroGq mown a ,& b,ral.Nppan o, kgr+gvol w W m4mda+a erW. Addkbbl lampaa,y bockq to Lm.,e aaeery dump aawtruatbn.4
e+aa.ioa!✓,d'm. ersc,or: •edna.a:aarnan.n,'aac,n0 W me ovwW rnue,w Y me ,ewx.Ke+ev of ,ti twbaw dwU'. Po W w O�Idonc4
+a y^a ,awco,bn, auaaY mnM1ol ,taage. daw/e,Y. Nac,bn w,d Meckq: co.vax 06f.ea CN4kIY llen4aid, daa-N I,xkW tp.clM1oabm. a.w MK•v,
•a„d.r,e waa,nd`ane k�eCbe Qec4/ninwJrAM e.awtMe na.n hura iV UYwrW,., a8a D'Orokb DID, MatlYal wi sa7i e.
3db
ELEV_A
Truss
SOS
TruI a Type
TRAY
OIy
2
Pfy
1
ELLER RON 69 FLOOR 3289t96
DAVIS WHOLESALES 3.300 • Sep 20 1995 M.Tek Industries, Inc Thu Aug 2212:35:1619M Pupa 1
a
74.2 1 t4A-0 15:" is -I" I 24-14 25•t-0
73.2 73.14 a11-0 4.20 41" 0-P6
4X4 e
31.5x4 ❑
4x4 = ,..,.. „ SKS =
762 15-a-4 t5.a-0 19-100 2a3.8
7S•2 &1-2 0.1.12 420 4b8
P+,taorts�a(xY1: N:Do-0,a1-1).[to:az-4.a2-e1
LOADING (pod)
SPACING 2-0-0
C51 I
OEFL
(in) (loc) Vicetl
PLATES GRIP
;(CLL 20.0
paves lnorease 1.15
I TO 0.57
Vert(LL)
0.0811/10 999
M20ROr-re) 14QM04
TCOL 10.0
Lumbefl se 1.15
8C "1
Ve,t(SL)
98 0.1311MO 9
BCLL 0.0
Rep Stf s Irta YES
wo 0145
-wr_(TL)
0.02 7 rlra
II BCJI- 10.0
Code UBC94-�
(Mxua)
Mkt LeNmI LL def)=480
WeVM 124(Ibs)
LUMBER
Top CHORO 2 X 4 HF 165OF 1.5E
BOT CHORD 2 X 4 HF 1650E 1.5E
WE83 2 X 4 SPF 140.2
OTHERS 2 X 4 SPF N0.2
WEDGE Let 2 X 4
REACTON3 (ts/sde) 1=5g.-i1 441, 7m35403.8, 10=102010-%a
Mmr Horn 1=398(wad case 3)
Mac UpIiR 1=183(kud casa4), 7=207 (lead uie 2), t0=26a(wad ase 3}
Mac Vert 1�00(bad cass 5), 7y54(wed pie t), 7C=1020(wad case i)
FORCES
TOP CHCRD 1-2--'742, 23=-t30. 3<=.28, a5=t02, 56=2t3, 6-i;721
BOTCHORO 7d=0, 8.9=130, 9.10=r76, 10-11=526, 1-11=526, 4-9=230
WEBS 2-11=191, 2-10=$49. 3.10=132, 54--267, 5A=21, 6$=154
BRACING
TOP CHORD SbewWad a 6.0.0 w certer purrrt spaoM
exoe%end vertim,A
SOT CHORD 1.1t;6-SA, ta11:63.0, 9.10'.63-0, 45:43.7, 85:63-0, 7-0:6.3.0.
WEBS 1 Row at midpt 93, 2-10, 3-10
MOTEs
1) This treys has biers ctecked for urNalarc d loadrtg comfto is about p" 3.
2) This truss has been d *c*o for the wind wads generated by 80.0 MP.IL winds 9 2$.0 ftet 31bo ground lavd, Jiary 5.0 p.s.(. tap
chard dead load and 5.0 p.s.f exHIom chord dead wad, 100.0 miles Tom, hvrtr„nne ooeoor u , on a'category 1 enclosed building, of
dsmensiarw 45.0 by 24.0.with exposure C (ASCE 7-93). Lumber Increase = 1,33. pw* Increase = 1.33. Bah end verticals are
exposed.
3) SIMPSON HIS oaxteonrs recommarhded to owroct ulnas to bee,mp watla due to upba N booty :.Ona oonnecor at pu'a(s) 1, 10, 7.
4) The truss faNiMIX, the Gilder and/« Vie buikfrng dasigrter 41e. SO" responsiNe fa me Mvhew and approval of 99 pe6rIert data
,aeedad 0n this drawing: a as, but not limited to: plat. dk1lCM1iwrta; wads. etc., before Wxi abon to insure actin Y and fun corrtpkanca
wah ,Wi r p appeceme Wilding code requirements.
LOAD CASES) Stardard
�� ///1
AUG221996
`•`jllUutrr rrY4 q
�.o2EN W' Cgdlc':
No FG
20312
wrwwr'�SOfC"JAL `c�`�;o`�•
af4ysn UvgXs
L4D NOTES ON TB28 AND RERRSS MM BEFORE CoM s ®.
. 6-4 k Gaea p,Vy upon paramit4h Y+own.�and k,a an hdlNduol tfWalrra acrnDOw.•nI IQ D•
CPafIN,•n a,a wdoo,' tlad"Clw d CM1pd~1 t. r Pf W W YIQ co wq N . ra, nW.
Wdua1 wee mama.,. orr/. Aaanbrwtl in PV0IY d. .k;g IC h d6611N du M.p coneiuclgn X IM
dperper nr p &wlu. a iM woo.,.LMY of I" aA kv d..,pne.. fa, W do wwanc•
•ry, •,.anon and bl6oN oN.ue 051da Qam,V RonaaM. 0$4-4a Ladtq rp.amodlpn. and NIF4I
p4pan 1. h. pk,, � 0 0.61d N ..,.,�.,. wIa371.: M iTek
Job
Truss
Tana Type
qy
pN
ELEV A
T01
ROOF TRUSS
2
1 ELLER RUN 89 FLOOR S289197
OAVIS.WMOLESALES 3.300 • Sep 20 190 WTek IndaWlea, k1 . Wee Aug 27 0039:15 1998 Pape 1 '
MW fir -II 26203 Z7h0 -
- 4i8 7-10.7 7.84 e•7,2 •-a-a
4X7 = 4X4 =
3 4
8.00 12 3x4.
5
3x5
4 2
0
v
rn
I
1 10 9 8 7 6
5X5 = 1.5x4 I] 3x4 = 3x4 = 3x8 = 1.5x4 l l _
r-1o.r 16;.11 1 a -au 1 noo
7.10.7 7.9.4
Plste ORs44s(X.n: (1:0-0-O.o-0-t sj.(5:0-1 d,0-1-121
LoanBNG (pst) SPACING 2-M C31
DEFL (in) (loc) VdeB
PLAM OWP
7CL:. 20.0 PIWAS InctePae 1.15 TC 3.66
Ve. :,rLL) 0.09 1019 6S9
M20(20ga) 1497104
TCOL 10.0 Lumbd Lwease 1.15 BC 0.44
Vert(P) 0.18 ,0/9 9%
_-. BOLL 0.0 Rep StR Ina YES WS 0.35
-
HWZ(TL) 0.03 6 Ne
10,0 Code UBC-94
t
Min Length I LL de8 = 4M
Weight: 140 CID*)
LUa18ER BRACING
TOP CHORD 2 X 4 NF 165JF 1.$H TOP CHORD Sheathed w L1-1 on oettter punin apecing,
SOT CHCRD 2 X 4 HF 1650E 1,5E except and verbmis,
WEBS 2 X 4 SPF No.2 SOT CHORD 1-10:63-0, }10:63-0, 85:63-0, 7$,63-0, e•7:83-0.
OTHERS 2 X 4 SPF N0.2 WEBS 1 Row at midpt 29, 9.3, 7-4, 7.6
vrEAOE Left: 2 X 4 - 2 Rows at 1L7 pta 3.7
AUG 2 21996
MACTWNS (Ibs/sae) 1=,1,6l033, 6=1068/C3d
Max Hoe 1=679(lcad case 3)
Max Uplht 1=•215(toad case 4), 6=•:02(loed ease 3) NtlN
.1N •
,` ,•�
FORCES
;OP CHORO 1-2=-1309. 23--782, 3-4--m, 4-6-459. s8=1022
q
I�p'•.
BorcraRD s•7=q 7a=sso.6.9=ra50, 9-iok,o6r,1-1o=06 17 o3\Sy
dp` �Q�gF
WEBS 2.10:155, 25=ti`11, 3.9-439, 3.1.511, 4-7�81, 5-7=735 1 No.
NOTES 20812
1) -Rua MM has been designed for thewind keds generated by 80.0 m.p.h. w.vws at 25.0 fret an gnu d *v L u ng 5.0 p. a.f, top • STATE IF
Mond dead k+ad and 5.0.p.s.f bottom chord dead Mad, 100.0 mike from humcane owxhtina. on a csagdy I encased budding, of
edrrhmdarre 45.0 q' 24,0 with e»re C (A9CE 7,93). Lumber Inaease = 1.33, F1ate lnaease = 1.33. Bothend verumlo arc ^: �% • �i�/1 1,h ,,., •- 4 '
- �•• �:.
exposed. '. .P .. •,1,�
H25 f to 'a aeli 1. H �•
0) She dpons4lk
•1s1.1s•
tru- tw. theo!s
44 Thor tllaas fabricator. the builder ariaor the orri
arkvN the " ,,y arcane sob* res fa 7u ntvier and approval d o pa t da a
reMded pn thtia erawing• aWh as: bv1 n01 Im4ed to; Pitch, dimension%. bads. etc, baffle fabricatim W hlsufe acasacy and Ora compdanoe .
wM ew=v applx:*N4 bu9dpq code regwre ti
$) Sea sheet ST-PS01 for Pyp/back correction detaik.
LOAD CA3E(3) Starward
id Nt,4D MOMS ON Tffi& AND RRV&RSX BID& ASPOA6 DHL
v In d idn Ir'e p"y upon pegtnehn e•Own, ono 4 fl an YW .l au10Yq cornppVnt 10 PI
dedpn paame+•y Ond Wopw hedpGo\bn Or cwnpon.nl Y,wONwb AeoV. bary Ouhx b4-wi ewq'y,w • col l
I ndrrlduatwM memba., eNy. Oglfp•wl lwnpddy bxlq b Yew• p oonCrvetgn piM
+M,:dOCY•D'OI iM Ove aTuv V1e Y M1 Nod lly 21 O+ I . D&A." nw1 L. 7o, p• . gy.♦�e
1en••Ir, wa if b One dxYq. m++ul1 C61da.CVegy.LOMa4, Pta.eo •roexq tp•cllbvllOn, One We-pl
n avpbpl•frerth9m Dole M,aVH. bal 0'Oro.b br.+. WJ040n. WI SITI o.
.lob Truae Tnna Tfpe aty ptf •
ELEV_A T02 ROOF TRUSS - 5 1TLLER RUN 69 FLOOR 5289198
DAVIS WHOLES 5 3.300 s Sep 201985 W Iex I�sp . In0. Wed Aug 21 011:39:19 1996 Pape 1
7-1Dp
40 =
2
7.100
494
4X4 = ..-- 4X4 =
7_1G0
7.4p0
Plato Oft Ay):
(s:o zoA•1.1G(3;D•14,o1.1)
LOADING (psi)
SPACING 2-0-0
CS1
DEFL
(in)
(lot)
VdeO
TOLL --0.0
Prale3 lnpfe 1.15
TC 0.72
Vw:; LL)
0.05
413
990
TCOL 10.0
I Lum0er fhofeaee 1.75
BC 0.32
Vert(TL)
0.11
4/3
999
BOLL 0.0
Rep Stress Iner YES
WB 0.04 i
Haan-)
0.01
3
n/a
1CM 10.0
I Cpoe USC•94
1
Min LengM / LL del) = ASO
LUMBER
TOP CHORD 2 X 4 HF 1660F 1.5E
BOT CHORD 2 X 4 He 1650F 1.5E
WESS 2 X 4 SPF No.2
OTHERS 2 X 4 SPF No.2
WEDGE Let: 2 X 4, Right! 2 X 4
RJEACT1,ON3 (IbWIIZS) 1=682N.?A, 3=662N-3.8
Max Hoe 1=146(load case 2)
Max UDIiR 1=132(t a case 4), 3=-132poad rase 4)
FORCES
TOP CHORD 1-2=530,2-1--330
BOTCHORD 3-4=432.1-4=432
WEBS 2+154
PLATES GRIP
1420(20ga) 1491104
WeghC 54 ft.$)
BRACING
TOP 0iORD Sheathed or S.3•8 on corner puNn spacing.
B0TCt40RO ta;53-0, 3.4:6J-0.
NOTES
1) Ths tN has peen dmlgrxd W the wind Ids generated by 80.0 m.p.h. Minds at 25.0 feet above ground leek ,sing 5.0 p.s(, top
chvd dead bad and 5.0'P.cf bottom chord dead bad, 100.0 miles from humrane oceatim, W a category I ertcloeed pudding; a
dimensions 45.0 by 24.0 with exposure C (ASCE 793). Lumber Increase = 1.33, Bate IncR = 1.33. Botts eno vertit we
e1¢osed.
2) SIMPSCN F2.5 Connectors recomme ierto corvmct tnrea to nearing walls due to uplRt ore lolbws: t]ne corvrectOr al jont(s) 1, 3,
LOAD CASES) SWndarC
AUG 2 21996
Ile
l .r
))J
zesTz
STATE of
�.a
.�FSSlCh Al. VvJ.
q r1lal Nlll�L`
J;.
AD Not C1fe =cs R iwvzxw ame Bs"M Ua1R
detlpn � po•.O erW open ap,p,m.f.a r w,, oi,d w fw vm netoc;.( b,I v component to t»
Porarryt�n and preour noopoiotbn of eunpp..mtw rt.pens[.ey of "W" C.YDiw ..rwr lrvp
iWl web m.mt a otty. Ae,off pl t.mpdory bxiq 10 Ym4. tlo,,, p��Yy Centl,VCixNI y tty
aewq pf, m. Qv Qg Ymr UM V rM rwperi,bwy of f1w txJCtp p.Ypner. r , py of Nlppnp.
r, -ecit pry dotty, eonlw alt." DW Londertl, css•l9 pp91np to.oCooffet� an4 NU•vt
oW mern t,ur iqt. MWr.,.e4y D'O,w�en OrM. A1otltre:n, wl e4719.
n+a
Tnua TYve
Day
FillELEV
ST023372
A
T03
ATTIC
6
1
ELLER RUN 69 FLOOR
pAVI$
J.Jw a Sep 201095 MITek 1Mlgtries, Inc Thu Aug 22124 :04 1996 PaOa
I I 2-7-12 1
5.9.12 ; 84"
l-1-11
t4.2.4 t7-4-4
20." x}gg
0 -4 2-7-12
3-M
304
Itbd-
1.1.14 1.1.14
I
34-8 3.2-0
I
2-7-12 094
5X6 11
4x5
= 5 4x5
=
8.00 12
4 6
3X6 11
r
3x6 II
3
12
7
3x4 u
T7
2x5.
0
2x5
N
2
0
8
5X6:
tO
x6
8-1-0
11
10
1
7x8 I I
7x8 u-
9
_
5x12 ii
5x12 11
I 2.7.12
65.12
14-24
171
2044
2.7.12
3.2-0
i
eaa
3Q-0
i
2-7-12
Pis'e OlSsets (AY): [1:0-0-0,0-391 [<:Oha,O-.fide, I6:00-6.od-91. j9:0-00.03-9j
L fffiG(pas)
SPACING 200
CSt
DEFL
CO) (I-) Vde6
PLATES GRIP
TCll. 20.0
Plates Increase 1.15
TC 0.57
vertu)
0.10 11110 999
M20(20ga) 1491104
ITCCL 10.0
LVMDb trsreaae 1.15
i Be 0.26
ve:tji%)
0.2111/10 999
SCLL 0.0
R<p Stress 1,W YES
(
'NB 0.15
I HDrATL)
0.01 9 his
1
SCCL 10.0
Code UBG94
I (Mmoa)
kin Length I LL deft = 480
I Weight; 134 0m)
LUMBER
TOP CHORD 2 X 6 W 1650E 1.5E
SOT CHORO 2 X 10 HP t 6W F 1,4E
WEBS 2X 4SPF Ne.2
SUCOER LAA 2 X 4 NM2 SPF 2.1.13. Right 2 X 4 No.2 SPF 2-1-15
REACTIONS (tb&tize) ,=i2i5.U-3A, 9=,25vJaa
Max H02 1=214(;oad case 2)
Max UP M. 1=122(bad Case 4). 9--,22(bad wse 4)
BRACING
TOP CHORD Sheathed or4.6.12.on renter pwin sparalg.
SOT CHORD Rigid ceiling di ecty appied. Or 10- 4 w mlr bracing Except
1-17.i3d, 9610;60-0,
JOINi'(S) 12
FORCES
TOP CHORD 1-2=1591, 2d=1456, 3<=-1058, a5=223,3v=223, 6-7-1058, 7.8=-1456, BS=•1591
BOTCHORD 9-10=1080, 10-11=1049, 1-11=1080
WEBS a-12=1509, 6-t -1509, 2-11=-40, 341=516. 5-12.510, 740=518, 8-10=a0
NOTES
1) This truss has been <hedmd for unbalarlced basing cond+tbns abaS pin15.
Z) This tzv has been dewgred brthe wired bads generatedyy 60.0 m.p.h. winds at 25.01tet 3Da j(*z-d krel, fixing 5.0 P.0.. top
chord dead load and 5.0 p.cfbodom chord dead bad, 1110.0 mibs ttom hurricane oceaMne, W a category I encbsed Wilding, of
dunertcions 20.0 by 50.0 with exposure C (ASCE 753). Lumber Incense = 1.33. Plate Increase = 1.33. Both end vefticafe are
3) Cesrg 1oW (10.0 pst) w mehlber(s). 4-12 12.8
4) Ball= chord we bad (40.0 psi) applied only to room 11-10
5) The olra ha wvmr, the builder VMW00 the owWry desgnu are sobfy rasporlsve for V1e review and appro e clan perorlent data
re6ected on this dravnng, such w; Ga not umited to: pitch, dimensions, bads, atc.. before fabrication to it ure accwxY and full cornpfience
with waling appscable buki g code requirements.
AUG 2 21996
?t'i)2
S'a7E �f
1a;'Ia: a
+++q.rrta•11t
il
®WARMM-Ver(Iy 4-1[9- e,eswlaWs and MUD MOMS G THHs AND RSc67tW SMS 911lORS UML �
pe++Pn wsd rW vw eNr ren 1.efet ccnnecty4 IhY de.bn Y timed Dory spun param.rar moon, arW Y Iw O^ rldwuwl Wbkp compuryr,t 10 W
'hzrGted W`C gOMd VMIIGOI A.P6..0" ur pectin prypmer rt mE pupM NCdpdMbn or camporynl Y rerpOMCiy of G�toty usr{7a1.. iql Lw i
delry a MocNe Pawn Y 1d blMd wpperl Pl Navuua vm ♦rv,bert orW. Atldn wrie.nporoN Nocvq k tna
i�'✓>°!��=Y of .red a ec� Iatlngnpl Dermonenr'o-ocYq or IM O�eg1 a.wYrve t rtu r."MAbMiy of red w3]tq dapw. fo, pe/ l plb .
epo aW.p bo,baan. q ny'conr,of ao,ope, mwery. erecrbn pry IXxrh1, Pontue WT-as Qu s1P,woe. Dtt-D4 4ec4p bp.PnEerbn, and HII-91 firt iTek®
w.,ww wrPwa ens t.eEkw e.Eanm.Mdlpn owsode own r w rb,e n.rsure. 3a.1 D'9,wab Dilre. Mwaon, wl,st]l e.
Job...
Thai
Tft" Type
OIY
f'y
ST023372
EIEV_A
T04
ATRC
-
1
1
ELLER RUN 69 FLOOR
DAMS
9
3.300 a Sep 20 1995 MiTck Indugrfea, Inc. TN AUg 22i2. 1:57 7996
;2:24 7.7.12 1
59-12
bt0.2
t4.24
17+4 20-0-0 .
0.94 2.7.12
3 241
1
386
I10-U101.1-iy
1
1-1-14 1.1-14 344
1
3.24 2�7.12
5x6 it
4x5 = 5 4x5 =
8,00 12
4 6
3x611
3x6 n
3
12 7
3x4 n
Ne2x5
2x5
0
0
8
ml
x6
8-1-0
11
10
-
1
9
7x8 I1
7x8 a
5x12 a
5x12 11
2-7-t2
S}t2
14N
17f-4 20-00
2-7-12
3-2-0
8 8
3-24) 2-7-12
LPtat• Ofinets OC'):
LOADING (p.>%
SPACING 2.00
CSI
i DEFIL (n) (hc) Uda1
PLATES GRIP
TCLL 20.0
Pates Increase 1.15
TC 0.57
Vert(u) 0.10 11/10 994
M20(10ga) 149MG4
TOOL 10.0
Lumber Increase 1.15
BC 0.26
VertC L) 0.21 11110 999
BOLL 0.0
Rep Stress lifer YES
WB 016
Hn(TL) 0.01 9 Ne
BCOL 10.0
Cade UBC-94
(Moira)
Min LagM I LL de0 = 480
weigtir, 134 (lbs)
LUMBER
TOP CHORD 2 X 6 HF 1850E 1.5E
SOT CHORD 2 X 10 HF 1650E 1.4E
WEBS 2 X 4 SPF No.2
SLIDER Left 2 X 4 Nn2 SPF 24-15, Right 2 X 4 N0.2 SPF 2-1.16
REACTIONS (Zsft4e) 1=tZfi6A).M, 9=120710-3.6
Max Hari 1=119(kvd dxe 3)
Max UpDR te-1220oad ®ee %, 9=102(Iwd mere 4)
BRACING
TOP CHORD Shark4d Or 44w12 ?n center Ptxl n apa g.
SOT CHORD Rigid ceiling dvecuy appi d err 1640-W m cote bracing, Except:
1-1116J-0, 9-1p:63-0,
JOIM(5) 12
F0R0H5
TOP CHORD 1-2=t591. 2Ja-i456, 3-m1-t058, a.�-223, 5-G=�3, G7=t058, 74=145d, 8-91+--t591
SOTCHOPD 9-10=1080.10-11.1049. 1-11-1080
WEBS 4-12=1509. 6-12=1509. 2.11-- O, 3-11=518, 5.1 Ml3. 7.10=518, 8-to---0
NOTES
1) This tr a hm beat chec ed hf ulbaAmAd i WI:lg oor ds ns a w 1tr%t 5.
:) Tnm truss has been desgted to 0w wind Ioa ds yer a wed by a0.0 m.p.R wvtca at 25A feet ab" ground $6. . wIirg 5.0 p.s.f. mp
cnord Ond had an4 5.0 p.s.f bodo cimd dead IoW. 100, 0 miles from txmica ocear4vle. m a gfeSW I encbsep cuading, of
dvna+siDm 20.0 try 50.0 wIM CO M C (ASCE 7.93). Lumber Increase = 1.33, Ptate lrxsease = 1.33. EXtI ena yelfraLs are
3) C *V wad (10.0 pe)m m mber(s). 4-12 124
%Baton Chad Dye wad (40.0 ps)applied onlyw room 11-10
5) The ttwt: fab6CX*f, the Glildx and/or the buildvg desgner are Sakly MSPo ble for (he mview anjrM1d apporat of a4 pgem Data
rallected on this Jre..+rg, wch as; but lie Hmded w; prtct5, dt me iom. boils. 4tC. berom 6bri®tion to u a n cy and full compliance
yatn eating app6mNe bLMwg coda reetwcnxntx.
LOAD CASE(S) Smnderd
AUG 2 21996
.1 1s r ryy
?C�s"12
ST c OF .
`u"".�r'•....•-`Y1VN, to
e,r r�yr! Ii r,At. 111t,,
an6 READ ROTE$ ON TM5 AND R6V6RS6 =6 56PORS Uri am®®
'ius IM. aeapn a oaseq o.W .,pn., poraneron tlwwn, a.d Ir to, onnalvlevd WYc1Yt0 Cdr.pChenl le !M
al W+ , DaiOmeten CN WOCM R`O(DVWIt}, OI CJm GW!MI a der Or aVrdaq ae{wl,w . M1ol 1,=
I.d MtlMIQ.a1 web membba oNy. A0.4Jrgl lemppory M.W Q ro 4m/e aabiYy dVNq cw, arVG is Me
,one..i axly of me 0v 1 r,w. \ t --pc. c of IM dndaq ae.,Q .. W. QeMral wVPncw
n, xr.ery. e.e Tlon ono peca.0. curoW Q1T-0a Guonry tlar,4ma, D11-00 Na<Ina tPKx1COXd,. OM XM-Vl M iTe k®
fb., eyolepb nprn fiw P1pte nallNe, SaA i'Gnonb Dire, 1.baeen, wl EJ>lo.
Ja0 Tiusa Tnae Typo City Ply
�ST023372
ELEV A T05 I ATTIC 2. 1 EU-ER RUN 60 FLOOR
C3
2.7.12 1 56•12
a-10.2 11c10oi ll 1424
17d-4
2060
2•T•12 3-20
1
3.06 1.1-14 1-1-14 3Q6
3.24
(
2-7.12
5x6 (I
4x5 = 5 4x5 =
8.00 12
4 6
3x6 it
3x6 11
3
12
7
3x4 it
2x5 \
5x6 l
0
2
0
8
5x6
5
8-1-0
11
10
7x8 a
lx$ n_
5x12 1(
5x12 11
2-7-12 54.12
Ib2.4
17-44
2}00
2-7-12 3.24
84.8
120
2-7-12
ax= u�sn_= (Xr): (-:�ao Dora), (°^0-7.o a-1 � (6:oat.oae). (s:o�a-0.o3•s)
LOAOIN4(ptd)
SPACING 2.0-0
CSI
OEFIL1� { m) OW) MW
LA
PTES GRIPR1P
_
'CILL 20.0
Pietas VlCJea9e 1,15
TC 0.57
V-.r.y--.) 0,1111110 999
M20(20ga) 149MO4
ML 10.0
LtR10C lt� 1.15
BC 0.26
Vert(TL) 0.21 i77f0 969
--
eCLL 0.0
Rep Stress Irt r YES
WB OAS
HwAn) 0.01 9 Nor
BCOL 10.0
Code U0094
I (M&Vn
Mil Length / LL dad = 460
Weig11L' 134 (Ibs)
LUMBER
BRACING
TOP CHORD 2 X e t6 165aF 1.5E
TCP CHCRO
SOT CHORD 2 X 10 HF 166OF 1.4E
SOT CHORD
WEBS 2X 4 SFF Nat
$1JOER Left 2 X 4 No.2 SPF 2-1-15. Right 2 X 4 No.2 SPF 2.1.15
JOINT(S)
RiAOT10N5 P&%=) 1=1207A-3-8.9=S207A3.8
Max morz 1 e'20g9oad cols 3)
Mat UPA 1=1020md C 41 9s102(bad oase 4)
FCAC£S
TOP CHORD 1-2�•1591, 2.i••1456, 3a=1058, dS=?23, 56=223, 6-7=-7058, 7�=1:56.
8�-1591
90TCHORO 9.10a1080, 10-11=104.9. i-11=1060
WEBS t1 -1509, S-12--1509, 2-11=-4Q 3-11=516, S72=si3. 7-10-516, a-1a=40
Snezne0u a&12 a1 cantK.pWin soadn9.
Rigid ceiling &ec4y applied, or 104040 m center br=c Ea:ept.
1-i1:d-1.0, 9.10:63.0.
12
HOTE5
1) Trw tn= hat been UwAW for unbalanced badir g arndirions about joint 5.
2) This tr=1me ban desKnee tar W4 wino bads generated oy 80.0 m.p.h winds at 25.0 felt oboe grolynd vyvg 5.0 P.a(. top
dxxd dead bad and 5.0 P stf.Wttan cMrd'dead bad, 100.0 miles Horn lumrane oceanirm. W A Category I bfxt"d b kirg. 0(
dmwnsiom 20.0 by 50.0 wth emoyure C (A$CE 7.93), Lumber vncrime = 1.33, Plate Irl ol)So = 1,33. Som er,4 vertilals are
3) Cearg bad (10.0 p9) on nWr9W(S). 4.12 12.6
4) 9ottern word 6.e bad (4(10 psf) applied only to Icotn. 11.10
5) The ma hNwator, the buiber anTloe the buil&q des7w are $ol* re pb b4e for me revie+r and approval of all pertmertt crate
rd;eCted m m's drawitg, such aa; W not UrMcd .o; pitch, dimensions, loads. e%C, before b&iation to roam d jracy"1WI oemptiax
wdh eNnnng apptinibe bldGrg code lequvemmts.
LOAD CASES) Standmd
AUG 2 21996
jp r111 r
♦ Ce Y. ��
S TER.
EqF; Fp
_ Zfl512
STATE GF _
IN
ur1
itlt 4etYn Pe'^^o mud READ None OA ran A A nagm ems n2rom USL
dMy .aN WT" conneclwr TIN O..,7n.4 UVfOy w U pGICmNM Mvn ant Y la M 1 t0dVOI hrSMd CJnIOCMnt to
ro v A Cal AGPbee=Y d.Mpn�pwomeMn OM pIOpM heppOretbn OI�rnnPO .tI Y tutpor'. 00 1 w4`1 .+G despta .not bw a jolp[feay.
I # N . Me.CI amobrd NtltrkAtb web metnb«. w+M AOd11*. t IeTpwary waclno to uktk COe iV tonarvelbn Y f .
r eacw., Addllcv.d oe.mer.enr bout' d Iand M cj rilvCW.e Y..IM IwDONEMY of tIb 033-49d deJpna. Fat panaW p.t "18.91
bn,Qlao�vu�nit4rto.ope, WPwry. «�ctbn and ba<Wy � ewd6i-aa puoRY AanOor4, D1a-aV YeeNG fO.c Mcaawy ant Hla•Of M iTek®
e.G aroctp PeCM1nWv1101I ewWbb hwn It�u Pble YMIIVte. Say D'a-0hb C1.Iw,. W I aJ)10,
Job ,
Tnss
Tit. Type
0(y
phy
ST0233J2
ELEV A
T08
ATTICGIRCER
1
2
ELLER.Pl-, 69 FLCOR
v
4-u s a V N IWD MIIeU IMua111ca, IM. Tbu Aug 22 14:0.3:381996 page
2.7.12 1 6.s.11 21.162 .1044�LLtt 1424 IT" 20p.0 ,
b 7.12 YI-0 3-0.6 1-1-14 1-1-14 3-" Y2d 2.7.12
SX6 II
44 = 5 44 =
8.00 F2 4 6
3X6 a US n
3 13 7
2(5 `
2
5X6
NN
Fi
12
11 10
7x8 a
7x8 11
9
9
5x12.I1
5X [I
2.7.12
6A-12 16a0
142-s 1744
23. 0
2-7-12
S2-0 L24
{.24 3.2.0
2.7_12
[Hmteans (&Y):[1:0-0o.OasG14:0-06.0�1-1L[6:aos,aas).(a:aaa.a3sj
LOADING
0 0
f SPACIp4wNG
-0 00
I C
I �L
(in) ()w) VdeATWC;^
PLATES GRIP
TOLL
7�L 10.0
k�irteasn
TC 0.42
Ve�rtT(LL)
a0a 11110 999M20(20ga)
149y104
Lumber Ino.A.ce
1:15
BC 0.32
Velt(it)
0.16 11tic 999
BCLL 0.0
Rep Sbr-a Ina
NO
I WB 0.10
Hwz(R.)
0.01 9 N7
BCDI. 10.0
Code
VEG94
I (Matr9Q
I Min Longtn 7 LL defl = 480
134 (Vx)
LUMBER
= TOP G1oaD 2 X 8 FiF 1630E 1.5E
80T CHORD 2 X 10 hG 1660E 1.4E
WEBS 2X4SPFNM2
SLICER L42 X4 No.2 SPF2-1 -115. ;4gm2X4 rot SPF2.1.16
REA,"S1GH8 (Wa4.e) 1=1987/6ad, 4*1fr67A3-8
Mmf Fiofz f=200(bad ®se 2)
Ms UpeR 1�25(faed msa 4), 9�425(bad ease 4)
BRACING
TOPCHORD Sheathed or 60-0 on cater puttin apac'ag}
BOT CHORD H'gio Cedalg duec'Jy applied. C 10-00-00 on e41+ter rusting.
:OIM(S) 13
FORCES
TOP 04ORD 1.2-2707, 2J=-2803, 3�-2071, a-5=508, 5-6 -%8, 6-7=2071, 7d•-2603, 8-9,-7707
807rCHCRO 9-10=1842, 1a11=1985, n•12--,965, 1-12=184T
WEBS 413=-1942, 6-13=.1942. 2.12=156. 3.12=762, 5.13=632. 7-10=762. 6.10=156
NOTES
1) 2-* Mae m t* connect.-d (gender witn 10d r*ft its forl�: Top chords tonneaed -0 1 to.($) at 10 inches on Cdttef. Sodom chords connen with 1 fags) at 12 inches on
owner. Webs canneCted wth 1: row at 8 Stones on center.
2) T?m truss tlas been C -'D--d for imbahmeed loading conditions abW joint 5.
3) This buss has been deel9ned for the wind loads generated by 80.0 m.Fn. Winds at 25.01eet above ground if y uSMV 5.0 p.&I.. top CrWd dead land aid 5.0 Pmfbotrcm cMd deed
%cad 100.0 miles from ttiVk*ne oem aline. one eategoly I enclosed Wilding, d dirnerisans 20.0 b/ 80.0 with epowe C (ASCE 7.93),
Lumber Ifl}x�:�IeFta+se rweaee • 1 k
3{
1.33. BCT end verticals me e4med
(�
2
4) SDeci it hanger MgLw d m support COtvff&ated loads.
QV l2 IJ� V
5) Nanger n nwlded to support corvenwated load 60m n mbet(s) p wpenC+cular t0 Huss: L=8 at pant(a) 11.
-
6) Ceiling bed (10.0.pd) on member(s); 4.1313-6
ptd,let 7.7
7) Bottom C10rd Ilse load (40.0 psf) ap W only to noart 12-11 11.10
t �
8) The tn,ss faon0ator, the bu ldw wdfa the b<>iltlirg desigrler.are solely m&ponslbte fon 01e C all Mtndt data
mmew and appno w
but
•C
te4eKed on tits dfaw4tg; euC1 as; not cased m; pitch, dimensions, bats, et., Wore lalxioatidil to lfrsure amracy and lull0.xnpliance
rc f
5 U• • .-a�C• 9 !.
welt CvIiting appl cat*e Wilding cote fegtorements.
:.\
G
LOAD CASEE(3) - 2r„4,) Z
t)I�unWflflcnmasee1.15, FAte inp'ea+e=t,5 • t Si:.TS np
LA1dOIff1 Loot (ba pw f)11-1
v.rt:1.T>wo.o, 2a=6o.o. w.6a.o. 4s=�o.o. s-s=so.o, 6.7=-eo.o. 7s=-0o.o. ag=-so.o.9-,o..ro o. ,a,1=,00.D, : � �'•,,�i�:� ;' ;
2g100.0, 1.1r io.D; a13 -20.0, s 13 20.0
Concerrtra(ed words (Ia2) -.c F'Sy ".,..• �; :e;
Ved;Se.900.0. 11=:819.o ) - - '7'I, Grw'.i11t1vv�
4 READ NG ON MY AND Rlmlucat MM HUGRd tnM
i I" ae-Y k bast G v a 01.. Y o.n.. and k l . hdhidWl Wlpind COTPOMIrI 10 IJe
Wtlpn parwnelers and o'. of CPnp f 4 re{ppnLpmy Oi Wfd1,0 d K10A., - not flW
Ndtvbuel vq meml>Nf 0147. AOo"l ql wnparory U.,. o haw. deulW, dullho C ONCibn 4 me
,enl dOC'q 01 IM Ovw fhKNVN 4 1M refpwtl-my pt IM IT1M',d tleUyrnr. Far Qv of pudtnce
so"N' Me . vnd poe•+y w.fuk dat.aa Cale' Stondord. Otl•a9.eKKYq ie4 ftw$o' am H'."
h o.oeobre
p d'T� rK"g
1' m Tru pole h4m0e; S" D"On bM1 D,M. kle k n, Wt a371V.
'\♦/ee I