HomeMy WebLinkAboutMiscellaneous Plans 2004-9-1
. CITY OF SPRINGFIELD
Development Services Department
Building Safety Division
Residential Plan Review
JOB ADDRESS: 'lD~ ~
.. CITYJOB#: ~. 3\\
OWNER: Hayden Homes
PHONE: 228-1081
. CONTRACfOR: Owner
PHONE:.
Items listed below (if any) and those inarked in red directly on the approved permit
. documents are incorporated into this project in addition to any requirements appearing on
the construction plans and the City standard document entitled "Single Family and Duplex
Construction Most Co=only Missed Items". A c~.........onding number is marked on your
plans for any iteins listed below where applicable. .
. All referenCes are to the 2000 Oregon State One and Two Family Dwelling Specialty Code,
(1998 International One and Two Family Dwelling Code as amended by the State of
Oregon unless noted otherwise. A copy of this code may be obtained from the Building
Tech BookStore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008~5986
.... '
Your .si~ on the Building Permit ~ana............ent that all items will be installed or
corrected, and that all work on this project will comply with applicable codes~
ISSUANCE OR GRANTING.. OF .,A PERMIT OR APPROVAL OF. PLANS,
SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, OR APPROVAL OF, ANY \.'IOL.i\TION OF ANY OF THE BUILDlNG
SAFETY CODES OR OF ANY OTHER ORDlNANCE OF THE CITY OF
SPRlNGFIELD.
PLANS REVIEWED BY:
_Bob Bamhart_PHONE:_726-4652
I. ELECTRICAL GROUNDING REQUIRED IN NEW FOUNDATIONS:
... Oh new construction, a #4 concrete reinforcing-bar electrode at I(!ast 20' in
length shall be installed horizontally at Or near the bottom of the concrete
fOoting at the location of permanent service entrance. A second bar, at
least 1/2 in diameter shall be stubbed up a minimum of 12-inches above the
floor plate line near the serVice entrance panellocCltion. The stubbed up
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CALCULATIONS
. STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
coqecoNsULTANT. PLAN Cl:iECKlNG
. CONSTRUCTION INSPECTION '
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SHEET Nf"I
CALCULATED BY
CHECKED BY
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LATE(V'L ON &Pi'V/&€ DO<VL WAl...L.
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THE CAf.~ 1L.1 l,;(r--- ,,~E~'- OF P~N OK. >
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Site and soil conditions hot observed by
Mortier Engineering P .C. Allowable soil
. bearing capacity of.!- oW Dsf uS\ld.
1245 PEARL ST. . EUGENE, OREGON 97401
TEL: (541) 484-9080
DATE
DATE
CLIENT TI/-I ype:J..J
SHEET N'" 2- OF 5
CALCULATIONS f?z;;,
CALCULATED BY DATE
Sl1IUCTURAl
BUILDING DESIGN. FIRE PROTECTION CHECKED BY DATE
CODE CONSULTANT. PLAN CHECKING I C;;S'1 .
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1245 PEARL 8T. . EUGENE, OREGON 97401
TEL: (541) 484-9080
CLIENT l' 1f-1'-1=/Y
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CALCULATIONS SHEET Nt"' OF <,
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CALCULATED BY DATE
STflUCTURAL
BUILDING DESIGN' FIRE PRDreGnDN CHECKED BY DATE
CODE CONSULTANT. PLAN CHECI()NG I bJ8<(i
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1245 PEARL 51 . EUGENE, OREGON 97401
TEL: (541) 484-9080
CLIENT 11..'....-,
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SHEET N/"I ,OF ...,
CALCULATIONS CALCULATED BY frO DATE
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION CHECKED ~Y DATE
CODe CONSULTANT. PlAN CHECIONG /((?~
, CONSTRUCTION INSPECTION w.o..
BEAM PER PLANS~
DOUBLE TOP PLATE----------
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(1) 2x6 BLOCKING FLAT
w/ (1) 35" LONG CS16 STRAP -./
' NAIL ALL HOLES
NAIL WALL SHEATHING TO BLOCKING
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3"o,c. EDGES STAGGERED--"'"
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CaNT. FOOTINGJ; 22"MIN'
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DETAIL AT FRONT OF GARAGE
N.T:S.
(TYPICAL EACH END OF OPENING)
1245 PEARL 81 . EUGENE, OREGON 97401
, .
TEL: (541) 484-9080
CALCULATIONS
SHEET N"
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CALCULATED BY
STRUaruRAL
BUILDING DESIGN. FIRE PROTEC'TlON
. CODE CONSULTANTo PlAN CHECKING
CONSrRUC'TlON INSPECTION
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1245 PEARL 81 . EUGENE, OREGON 97401
TEL: (541) 484-9080
(1/
-
, Erosion Control Conditions,
,
Sediment and erosion control measures shall be in place and
functioning before clearing and grading begins.
Wet weather conditions are in effect October 1 through May 30 and may be extended as directed by !he
Public Works Director or the Community Services Manager, Temporary erosion control facilities must be
designed for the 2-year, 24-hour storm event unless otherwise specified in the design conditions. Whl'ln
developing sediment control practices, the following shall be considered: use of straw bale dikes, silt
fences, compost filter berms, earth dikes, brush barriers, drainage swales, check dams, subsurface
drains, pipe slope drains, rock outlet protection, sediment traps, and temporary or permanent
sedimentation basins. .
1) Construction site entrances are egress points for vehicles onto paved roadways constructed as "a
means to prevent vehicles from tracking soil from the site, All projects shall have an open graded
gravel construction entrance not less than 20 feet long and 20 feet wide placed in a location in which
all vehicles can traverse the entrance to enter or exit the site. I~ most cases, the most economical
location for this entrance in directly behind the curb cut in the location of the future driveway. The
owner shall maintain the graveled construction entrance as necessary to ensure it is functioning
properly. Additional measures may be necessary to contain sediment from the entrance on site,
2) If sediment is tracked offsite, sediment shall, on a daily basis, be swept or shoveled from the paved
surface. Sediment laden runoff from construction entrances shall be directed to sediment ponds or
traps on sites,
3) Under no conditions shall sediment from the construction site be intentionally washed into storm
sewers or drainage ways.
4) The APPUCANT/OWNER shall erect and maintain sediment barriers along the perimeter of all low-points
of the site where sediment-laden waters are likely to pass. Examples of barriers are sediment fence,
compost filter berms, and open graded rock below in the sidewalk area below the curb grade.
5) The APPUCANT/oWNER shall be responsible to prevent any soil or materials from leaving the site, The
APPUCANT/oWNER shall anticipate the worst case weather conditions and place adequate erosion
control measures prior to an event Failure to provide erosion control measures and prevent sediment
from entering the street, drainage system, and surrounding properties may result in a stop work order
and additional fines and penalties as well as liability for any cleanup or costs,
6) Temporary stockpiles shall be covered with plastic visqueen, The visqueen shall be anchored so that
it will not move under heavy wind conditions. Stockpiles that will remain in place for more than 2
months should be seeded and covered with an erosion control material that promotes vegetation.
7) Under no circumstances shall material be stockpiled, temporarily or otherwise in the public right of
way, All stockpiles shall be contained on the APPUCANT/oWNER'S property.
B) The City of Springfield or its agent may require modifications to the erosion control measures at any
time if the erosion control methods being utilized are ineffective in preventing the discharge of
sediment to natural features (such as wetlands), surface waters,-storm drainage systems, adjacent
properties, or natural features. If drainage problems to adjacent properties are caused by or as a
result of activity on this site then the APPUCANT/OWNER may be required place additional storm
drainage measures to remedy the situation.
EROSION CONTROL CONDmONS
PAGE I OF2
. .
. .
9) The following items must be considered when planning for construction on a site
. Fit grading to the surrounding terrain
. Time grading operations to minimize soil disturbance
. Emphasize erosion control measures to stabilize disturbed areas
. Retain existing vegetation wherever possible
. Direct runoff away from disturbed areas
. Minimize the length and steepness of slopes
. Use energy dissipation devices to reduce runoff velocities
. install permanent storm drainage facilities as soon as possible
. Manage clean water to prevent it from coming into contact with exposed soil
10) NI erosion and sediment control measures shall be inspected at least once every seven (7) calendar
days and within 24 hours of any storm event by the APPUCANT/OWNER
11) NI erosion and sediment control measures shall be inspected daily by the APPUCANT/OWNER during
periods when storm water runoff occurs.
".
12) Storm water runoff discharges shall be visually monitored by the APPUCANT/OWNER at the above
frequency to evaluate the effectiveness of the erosion and sediment control measures. If sediment is
leaving the property, cOrrective action shall be taken immediately by the APPUCANT/OWNER to reduce
the discharge of sediments.
13) The APPLICANT/OWNER shall allow the City's representative, upon the presentation of credentials, to
enter upon the APPUCANT/OWNER'S premises to inspect at reasonable times any facilities, equipment
(including monitoring and control equipment), practices, or operations regulated or required under this.
permit .
14) Erosion control on site shall be maintained by the APPUCANTloWNER until either final occupancy is
granted by the City of Springfield Development Services Department or permanent vegetation is
established, whichever occurs later.
,
c
EROSION CONTROL CONDmONS
PAGE20F2
...2..;;.;4 '1~ ~~'3 FRi:JM: GENE STRINGFIELD
t:,RO.I ';fi'
5~1~689-8266
TO: 8953461
P. .001 ~00'r
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8.'S$drlnlNuml:ler.......~L-.J
, 1 &:l1llOO4!:28<lll""
1J.,..t:lr1gtM~i.tS.33
Garage door header, non port;Il.!l1lme. 12" overl1ong l' roof ir1b m>d g~bIti enil tnm weight.
~1/2" X 12"ClaSslcGlulam'lM (24F -1.8E Framing DF). .
THIS PRODUCT MEETS OR EXCEEDS TIlE SET DESIGN'
CONTROLS FOR THE APPLICATION AND LOADS LISTED
. M.in"er IlIOp.:Ofl2 Roo' 8lopeOfl2,
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All dlmen.lon. are nOrlzonbl.
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A/I.iY:S1s ,. ,lor nHeader (Flueh Beam) Member. Tributary Load W1C1t1l; 2'
Pdmory Load GroUp- Snow (P!ll): 25.0 lMIAI lIS ')IdumUon, 1S,Oo.od
VerilC8l Lo.dS; . ,
Type Clio.. Uvo
Tepered(p11) F1oor(1.00) 0.0 To 0,0
TRpered(pll)' FIoor(1,OO) 0.0 To 0.0
"".
., ,.,
, .,
, '
o...d,
20.0 To 60.0
5O,O:to 20.0
Location
OTo8'10"
6'10"To 16'10"
AppllC.lltlon Camlllen'
Add. To'
I\I:Id.To'
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. SUPPORTS; ,
""
Input' Beating VortJcal RuclI""a(lbe)
Width Lsnglh LlVelDlI8dIUplltVTotal
l..W,xxlcalumn a,5O" 1.GO" 4~1/631.1011052
2.' Woodco\umo 3.50" 1,50" 421/835/011056
", ~ . . .
-Soe T J SPECIFiER'S / BUILDr;RS GUIDE lor detal1(s): By Olhers
Da1:lII OlhOr
,', II
By Olhem None
By othOr.l None
.... .
I'll
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,.
F.~8IGN COfoJT~
I,. J' .". '. Maxlnium Doslgn. cOnlrol Control LllCUlUnn
6hear(lbe) "1038 '.910' 8Z79' . PasSed (15%). Rlend Span 1 under Snow Ioad1nQ
Mo"""'l (f'\.Lb$) 4437 4437 19320 Passed (231') MID Span 11/l\Cler Snow IoadlIlJ
LIve Load Den (1n) 0.092 ' O.SSOPaosed (LIll-) MID 8",,",1 IllldeI' Snow loedlnil
Tolaltood Deft (lit) 0.238 0.825 Pos.ed (IJlI31) MID Span "~.. or SnoW Ioa~
-Denectlon Crftella: MINIMUM(ll:U380,Tl.:LJ240). '. . ".. .
, ~racing(lJl~ All compreeaton edgna (Inp BIlll_) must be bnlQed Bl 14' 7" 010 unI... C1elalled oihe.wra.. Propor allGohmeni unci poaltlanlnQ cf Intend,
bradllllls reqWred to scl)llMl mamber elRbIlIly. ' . '. . . . . ."'.
. -Design ......mea Ild.,quele oonUnuOUlllllleMl sUpport 0' the coni~on edg..
,'AOomONALNOTES: ..' ". . , .'" . .
-1MPORTANTlThe snalyale p~led Is oulpullram ,,:, .', ~evelDped byTNsJol8trrJ~ TJWBn'W11e the elzlng '!llia produO\e by lhIe IlOtlV,'Blllwll1 b. .'
eceompllshod.ln accorda_ wIlh T J l"nduol deelgn crtIelInn~ cod. occipled doslgn'lel..... The .poc:lno produd. appUCBllon. Inptl! dMICn loa<1o, ilnCI,
stated dlmaMIons have been,p'OV"1ed by the sollwam IIll1!r.ThIo output """ nol beetl' Ill'Ilewed by. T J AmlolBfe.' , .
-Not oil pruduCle "Ill niadUy......Uall/.. Chec:k willi your ouppIlor or TJ lechnl"'" ropre_tIw> for producl evallobUny,
" tHIS ANAlYSIS FOR lRUS JOIST PRODUCTS ONL VI PRODUCT SUSSTrruTlON VOIDS THISAJoW. YllIS. .
, ~A1I0W8b1. GInlOo DeoI1ln molhodo1agy WBII _C1lor Bu1ld1ng liode UllC ent\lyllng O,e TJ i>mtrIbuaon produol \l:Ited above:
.The Dnalyols' PreOented Is BppIOpdalo lor C1llA01C l3Iul.m'" 1loams, by Weyerheeuser,
, ,1111
'. ~. ,
, PROJECT INFORMAnON:
HR}'dOl1 Homes
IS garage door hoede,: parallel
10 Iieinge lNo9layoU\,
OPERATOR \l!!FORMAnON:
Tmy Lan....lor
Gene Strtngtleld Ilubdlna MaWI.' Co,
, 1',0, P.. 2707 .
Eug;,n.. OR .A74~
Phone , 1;41-8B9-3014
FQlt. :601101100-8286.
gsbmClrOY@qwest.net
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SEP 01 2004 4:28PM
HP LASERJET 3200
p.2
JOD
I russ
,russ 'ype
Ul}' !"IY nayaen vascaae'p,"( 111112)SS '
CASCADEA AGE
KINGPOST
1 1
, ." (optional) .
....,..:V'I. "SRf's lIlav lb ;tUW MlleK Inauslnes, me. Man Uel",," .,":.,":.... ""VII..:
!"age 1
" ne 'NSS VO., eugene, U~ ~ ,...~--
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Stud 16' a.c. From Left To RIght
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3x5 = f \;i
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15-0-0
15-0-0.
LOADING (psf)
TCll 25.0
TCDl 8.0
BClL 0,0
BCDL 7,0
---.-,"-
LUMBER
'-'1P CHORD 2 X 4 HF NO.2
, '(~ CHORD 2 X 4 HF No.2
JnERS 2 X 4 HF Stud
REACTIONS (Iblslze) B=186/15-0-0, l"195115-0-0, U=188115-0-O, T=78/15-0-0, S=85/15-0-0,
. . R=128115-0-0, Q"118/15-0-0, P"72J15-0-0, 0=61/15-0-0, N=220/15-0-0
. Max Horz B=-27 (load case 3) .
Max UpnftB=-9(1oad case 5), L=-8(laad case 5), T=-2(laed case 4), S=-7(load case 5),
P=-10(load case 3), O=-5{load case 3) .
. Max GravB"186(loacl case 1), l"19S(load case 1), U"189(loacl case 6), T"78(load case 1)/1
. . 5"90(1000 case 6), R"128(IOad case 1), Q=118(laad case i), P"77(1aacl case" 0(' ~
, ' . 7), O"62(load case 7), N=220(load case 7) . . $>'
FORCES (Ib) - Flrsl Load Case Only . " ~ ,,:
. TOP CHO~O' A-B=28, ~=-77, C.P=-64, D-E=-55, E-F==48, F-G=-63,G-H=-83, H.I=-42, 1-J=-54, oC f
_ J-K::.68, K-l=-81, l-M"28 .
BOT CHORD B-U=32, T -U"32, 50 T"32, R.S=32, Q-R=32, P.Q=32, O-P"32, N-O=32, L-N=32
WEBS C-U::.148, D-T=-68, E-S=-71, F-R=-101, H.Q::.92, ~-e1, J-O::.56, K-N::.170
NOTES .
11 This truss has been checked ror unbalanced loading conditions.
2 Truss designed far wind loads In the plane of the truss only. Far studs exposed to wind (normal to
the.face), see MiTek 'Standard Gable End Detail" , .'.
3) Gable,requlres continuous bottom chOrd bea~ng.' . 'EXPIRES:
41 Gable studs spaced at 1-4-0 00. . .
-5 This truss has been designed far a 10,0 psf bottom chord live load nonconcurrent with any other live
Iaads per Table No. 16-B, UBC-97, .
6) Provide mechanical cannectJan (by others) of truss to bearing plate capable of withstanding 9 Ib uplift
a1lo'nt B; 8 Ib upllftatJoInt L, 21b uplift at Joint T, 71b uplift atjolnt S, 10 Ib uplift at joint P and Sib
~m~~nt~ .
7) this truss has been daslgned wlthANS1fTP11.1995 cr1t.e~a.
')AD eASElS) S1andard'
"~.._~ ,WARNING - VERIFY 01:$100 PAI!AM'lEIIS AND READ All NOltS ON THIS AND TRUSS DRAWING Nom mom; USI;.,
OellQnvald ~ use only with Mirtle ecmectcD. 1tU dB$Vl1I tDed ally upon porameters ~own, on::Ils for en lrdvt:b::JI btJIct"lg ~n1 to be InstoIIed and IoodBd
wrtk:oIIy. ~eobIItyof d~ poromeletlcnd propel- _. ,".' ..... _ ofOCJr't'l)Ot'len11a rosporGlbl'lIyof bUIdng d8s1gwr- noItMsdaslgner. BrocIngthown II fOI k;Jterd
arpporl ot lndIwt"a1 .....b fTltllTbM ct'Cy. Adc:ItIOnaI temporcfy brodng to Insuro lfobJl.1V cUlro constructIOn Is the responsbllity cf tho erector. AddIIIonal cermcnent
brachg 01 the O'4rol1l11ructu'. Is !he r~ of the bUk*'lg dollgner. For geneta O'.JIdalce regorcn;J :u:..:,... qt.dtV cort:ro'-Iforoge. det.llfY. ..etIon and
brochg. conult Q3f-88 Qu;;Itty ~ DS8-89 ~ochg SpeclI'lcolon, and HB..ol -ioncnnO hst""" and 8lacIng Reoommendatl:ln.~1e !'rom TruR Plot8 ....lItutll.
SM D'OnOrrIo Orhoe. M:xisi:n Yt'163719.
SPACING 2-0-0
Plates Increase 1.15
lumber Increase 1.15
Rep Stress Incr YES
,Fade UBC97/ANSI95
CSI
TC 0.09
BC 0.06
WB 0.Q3
(Matrix)
DEFL In (Ioc)
Vert(LL) nla
Vert(TL) 0.00 M
Horz(TL) 0.00 L
1 5t LC LL Min IIdeft = 360
- '" ,---
BRACING
TOP CHORD
BOT CHORD
lldell .
nla
. >999
nla
PLATES
M1I20,
GRIP
185/148
Weight: 60 Ib
Sheathed 1llli6r...,
Rigid ceiling directly applied or 10-0-0 DC bracfng, .
12/31/02
OOT 3 0 2002
~
the'l'RUSSco.
.IUIUXNGSUPIU' JKC.
SE~ 01 2004 4:28PM
HP LASERJET 3200
p.3
"JOO I russ
I russ- .-
I Uly l'Iy : Vas;; I",.scaaelt /la.wI J'IV
12 . 1 . l<oPUonBl)
~l"\1 S NaY "Ib t/.uw ~lle~ l/ltIWUI8S; lOC. YVetI.lun I,) i 1:&+;1; '" "UVl t"age 1
(;ASCADEA A '
K1NGPOST
Ins IrusS\,;O., t:ug9ne.uKl:I/qU~
"."V'l
."'-""-
! .
j'
j
,-'.(loO,
1-<>-0
7-6-ll
7-6-0
, 16-0-0
7-6-ll
1~.J.. .
,
1-<>-0
Sad, . 1:.
)
.... =
c
, s,oorrr
"1
-w-
~
. ,
~
B/~
~v~l
F
2>>4 II
7-&-0
7-6-0
15.(l.ll
7-6-ll
DEFl In (Ioc) Vdeft'
Vert(LL) -0.08 B-1' >999
Vert(TL) -0.15 B-F>999
Horz(TL) 0.01' D ' rJa'
1 st LC LL Mln Vdefl = 380
lOADING (PSI)
TCLL 25,0
TCDL 7.0
BelL 0.0
BeDL 6.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15,
'Bep Stress Incr YES,
, ~ode UBC97/ANSI95
CSI
TC 0.91
BC 0.54
WB 0,09
PLATES.
MI120
GRIP
185/148
WeIght 44 Ib
, .. '\lBER '
'. . 'n CHORD 2X 4 HF No.2
rCHORD 2X4HFNo.2 '
, . BS 2X4HFStud
REAC.TIONS fib/size) B=660J0.5-8, 0=66010-5-8
Max Horz B~27(load case 3) , '.
'Max UpllftB~104(load case 5), D~104(load case 5)
FORCES llb)- FIIllt Load Case OnlY . .'
TOP CHORD, A-B=14, B-C=-629, C-0=-629, D-E=14
BOT CHORD B-F=558, D-F=558
WEBS . C-F=116
NOTES
II Thle truss has been c:luK:ked for unbalanced loading ,conditions. .
2 this truss has bean duslgnad for the wind loads genarated by 80 mph winds at 25 ft above ground level, using
, 7.0 psftop chotd dead load and 7.0 psi bottom o:hOrd daad load, 100 mi from hurricane oc:eanlina, on an
- occupancy category I, condl1ion I enclosed building, of dimensions 45 ft by 24 ft wlth axposure B ASCE7-93
per UBC97/ANS195 If end verticals or cantilevers exist, they are axposad to wind. If porchas exl.~ thayare
a!'\losad lowlnd. The lumber DOL Increase is 1.33, and the plate grip increase Is 1.33
_ 3) thiS lNSS has been designed for a 10.0 psfboltom chorcllive load nom:onc:urrent.iMth any other live loads per
_ Table No. 11>-El, UBC-97. '. . .
C) Provlda mechanical conneCtIon (by Olhelll) of truss to bearfng plate capable of iMthstandlng 104 Ib uplift at joint
Band 104 Ib uplift at loint D. .
.5) This truss has been designed wlthANSIITPI1-1995 aileria.
BRACING
TOP CHORD Sheathed or 3-5-15 DC puriins. .
BOT CHORD RIgid c:elDng directly applied or j 0-0-0 DC bradng.
')
,'~
..
LOAD CASE(S) standard'
I EXPIlIES 12/311 0 ~
~' .~
)'I'ARNING - 'lfRIfV ,?~~IG" ~E1ER$ AND READ AlL NOlES ON THIS AND TRUSS ORAWlNG NOlE$ mORE USE. ~
~valdftll'UI8cdywnht.ITek~ Thlloe;gnbbJsedonlyl,pon... . ,ahOWI\aldIl1oranndMdualbUldlno_.",.......~., ICbenstalledmdlaoded . ,:
vM1icdly. Appl:abIItv 01 dlNIgn pcmnatvll md proper __..:...,........ of .... .......,...1 II '8$ponslblllty of bulding CINIl:ritr. not fMs designer. Ikachgd'\O'llln 11 lOt' kJteral
~ of h$JSdual w.b memblll only. AddIttonal.. ....'.', brochg 10 It'lsI.8_ ~ durhg construction II the , _.0" _.~"" , of the ..do~ AddIllonol PEtl1l(l'lenl
btacng otthe overollftuctU'e II the /WiPOnsIbIIty 01 the bullirQ daslgner. For ~-aI gUdalco ~ k:brioafIon,. q.dty corbo!, storage. dGRwrv. orectlon and theTRUSSco.
brochg. COl\SIAt QS1-aB QuaI!y StoJldO/11, D5B-a9 EIicd-IQ SpocUlcalion. end HI&-91 HondIIng Ntallng and Broclng .\. ... .. ~,. . <W'C:OabIe from TI\JIS Plate hsfttut..
MJD'Qloll1oD1'....ModIK:'nWl~119. . ItJIUtIJ)INQSUPPL1'DCC,
SEP 01 2004 4:28PM
HP LASERJET 3200
p.4
~-~. TNss --[Truss Iype ..._m.__._
. CASCAOEA A1 . I ROOF TRUSS ,
~e IruSS \"0,, t:ugene, un. ~/4V"'. --- _...
'''[Qly'~-JP1Yl nayaen l"a5C8"" tf{9064i ""
12 ';1 , .
,,' !' IloP!ionall
4.20r-sRrSlllov 'II> "w~ MiTeI\ nou.mes, ,"0.
, !
. . . ~
rn i\ug "n 11:,,',:,)1 "OOl'l-'uge"
.....~
,,1.0.0 .
,-0-0
1 -e.o
1 -e.o
-+
-,----~_.~-,_.
1-6-0
,16.0-(1. . .
,-0-0
,.
J;
Scale 111:!3.S
4xi1 II
C
"
~
/
'S.DO(1%" ;/./
~~,
M;,/ ~/
Y/,"
B ~ .'
~ c:::. .'.'- .~~ .:-.. -
~; G
2Jl411
C-E
~D
. . iJ~tt
~F
2><411
4-4-1
4-+ll
. '.~te ~~5elS i^::': 'lG":\HH1.U-U-UJ
..1!!:!:!l, ,___._
S.1-11
10'+:L-__~
0.1-7 4-+9
.---~.... ,--.
___h__ '.. _ ..
lOADING (psI)
TCll . 25,0
. TCOl 7,0
BCll 0,0
'""'nl 10.0 '
. .__..._,_J_
" ' . "P'~~'bRD 2 X 4 HF No.2
_.iT CHORD 2 X 4 HF NO.2
WEBS 2 X 4T HFsPF StudJSm
SPACING 2-0-0
. P!alas.lncrease US,
L_ber.lncrease 1.15
Rep Stress Incr YES
COde . UBC9l1ANsI95
CSI
TC
BC
WB
0.85
.0.42
0.27
DEfl . In (Ioe): Vdefl
Vert(lL) -ll.OS F-G >999
Vert(Tl) -ll,12 F-G :>999
Horz(TL) 0.0' F nla
1st lC LL Min Vdefl ~ 360
PLATES
MI120
GRIP
185/148
Walght 50 Ib
BRACING
TOP CHORD
BOT CHORD
Sheathed or 4-1C>-5 oc:: purtins. '
Rigid ceiling directly applied or 6-0-0 oc. bracin9.
REACTIONS lib/size) B=556JO.~, D=339r0-5-8, Fa4114r0-5-8
, Max Horz B~27lload case 3~ .
. Max Up11ftB~79 load case 5 , D=-62(1oad case 5), F=-38(load case 5)
Max Grav B=5580oad case ), D=339(1oad case 7), F=4ll4(load case 1)
FORCES lib) - First Loed Case Only .
TOP CHORD A-B=14, B-Ca.442 C-D=27, D-E=14
. BOT CHORD B-G=392, F-G=301~ D-Fi0.24
WEBS C-F~99, C-G=13~
NOTES
'll This IIlIss has been checked for unbalanced leading conditions,
2Y This lIlIae has been designed for the wind loads generated by 80 mph winds at 25 ft /lbova ground lavel, using
7.0 psI top chord dead load and 8.0 psI bottom chord dead load, 100 mi from hurricane oceanllne, on an
occupancy category I, condition I enclosed bufldln9, 01 dimensions 45 ft by 24 ft with exposure B ASCE 7-93
per UBC97/ANSl95If end verticals or cantilevers exls~ they are exposed to wind. If porches exist, they are
- ex~OSed to wind. The lU1\ber DOL Ina-ease Is 1.33, and the plate grip Increasa Is 1.33 .
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per
. Table No, 16-B, UBC-97. , .
4) Provide mechanical connection (by others) of truss to beartng plate capable of withstanding 79 Ib uplift at joint .
B, 62 Ib uplift at joint 0 and 38 Ib uplift at joint F. .
5) This trusa has been dasigned with ANSIITPII-1995 criteria.' "
'. ~, .
lOAD CASErS) Standard'
,~
I EXPIRES
I
WARNING - VERIFY OESiqN PAAAME!BlS AND READ AU NOlES ON THIS AND 1RIISS DRAWING NOTES IEfORE U$Il.
0eI~VOIdroruseonlVmthMJ8k~. ,_:~_~ thlldestrlllbagedc:rtttJPOnp:l'aneter'hM\ ondlsfOranlr'lc:tnduol~COlTlDCflGnlto btlt\Stoltdandlooded
~. Applc:lblltyotdellgn ,. .' .'" .. ." cn:i prop8' r._~...._.__,o( cc:rnponenIllf.spord:myot b4JIdIng dedg\er. notinmdVllgna Brocbg stlow.'fllstof btliral
~ or ~UCII web rnemben ori(. AcIdIllonol ......"... _.. brQC~ to tnue stobDly dI..rt'Q c:ondtuctbn b Ihe- HR~ of the 8I1tCfof. Ado'lltoncf <i" ,.,_, ~ . '
bac:Cng 01 the :)l,'t!10lI il1Ucl\n II fhe AlIlJ)ClI"I!lb (lithe WId tip ~L For Ql!Il"led Ol*,:k:n:e reoordh:1 'cbltcatlon. cp:JItycaTrol. Itoroge. dallwlt'(. eeadlon a1d
bracing. consu.t QST-8a QuoItyStandcltl, DSB-89 Srachg!.. - _N n...., OOdHB:-91 HClnC3IrlQ ntDIlhg and 1lr00000L, ~_ ".~'._,. _ cva1Qtfe IrDmllUSll Plate hs11Ue.
583~Ddv..h1odlsor\WJ63719. .
~.
theTRlJSSco.
. ID'JImNGi 5UPPU" IIfC.
SEP 01 2004 4:29PM
HP LASERJET 3200
p.5
J01l ~ -~, IN" - ..
CASCAOEA 'A2
TliisB Type- ---
!QW .. Pfy~-rrayllejf(COScaaeAn906'lrSl)-- --~------
I
ROOF TRUSS :1 '~1
-'"- --,- '---. '''201 - 'S=~; ~ (fr!'Puonal)~
. . .... r"\1 S nOV "lb ~Wl MI181( ncusmes, ulC. r-n;.wg ~'l 'I 1;..;:i'I;,),) "VUl 1"'8981
= ~
Ine HUSS 1..0., t;ugene, uR'97'IllZ"
.,.....~ .
Ji
,-1~,
1~
...9-1.
....9-1
, '7~" ~1().2-15
,---'--'" ,--,--,
2-l1-15 2-l1-15
15~
4-41.1
,16~,
'-0-0,
Scale .1:36.9
4><4 =
o
6.DOflT
..
.
~
~~ Ml ~.
:_ C~
- .",,'
~ . "':'K. -
~?x?' 1111 Illll__JJJ.Ll~~1
V ~ USH29 MSH21l NSH29 THD28
4x1D ~ J I
4x1S " 12x12 ':"
4x18 II
THO..
4X10~
4,9.1
4-9-'
.Pla\8 unsets \^. T J.= 1t':V-.)-:::r,V-.t-UI. w:v-..;.-tlI,U-.t:;ooUl
7-6-0
2-l1-1S
,--t-..,
'0-3-4
2-9-4
15-0-0
4-8-12
0.41--.-=e:~ti.I...(l.J~ (Ioe] ~~~g ,r~~ri_ES -'--~8~~~"~
. 0.76 Vert(TL .(l.11 J >999 I
0_66 Horz(TL) 0.0' H. nla
1s1 lC Ll Min Vdefl = 360 ,Weight: 80lb
._ __ .___ ..n. ....__, _...,.....__."'__...._l.._.______,
BRACING,
TOP CHORD ,Sheathed or 2-8-1 DC pu~lns. . .
BOT CHORD Rigid ceiling directly epplled or 6.0-0 DC bracing.
CSI
TC
BC
WB
LOADING (pst) SPACING 2.0-0
, TeLL 25.0 Plates Increase, 1,,15
TCDL 7.0 L~mberlncrease' 1.15.
BClL 0.0 Rep Stress Incr NO
-"Ql 10.0 , Code' UBC97/ANSI95
. _." ,,,,ou L.. .._.____,
'-j' BER
. CHORD 2 X 4 HI' NO.2
_ CHORD 2X8DFSS
WEBS 2 X 4 HF Slud "Except"
c-l2X 4 HF No.2, E-t 2X 4 HF No.2
REACTIONS (lbIslze) B=34111O-5-8, F~1841o-5-8, H=43461O-5-8
Max Horz B~27(load case 3), .
Max UpllftF=-34ll(load case 6)
FORCES (Ib) - Firslload Case Only . .
TOP CHORD A-B=18, B-Cc,3893, C-D~172!, [)'E~1727, E.F=968, F-G=18
BOT CHORD B-J=3483, 1-J=3483, H-1=-8S8. r-H=-866
WEBS c-J=2328. C-tc,2510, 0-I=1369, E-I=3122, E-Hc-3421
;~
~OTE8 ' , .
1~ This 11\199 has been": ,~..:__~ tor unbalanced loading condlllons, . .
2)'Thls ll\lee hesbeen designed tor the wind loads generaled by 60 mph winds el25 It above ground level, using ~'l
7_0 psI top chord dead load and 8,0 psf.botIom coord dead load, 100 ml from hurricane oceanllne, on an ~\:
occ:upancy cetegory I, condition I enclosed building, 01 dimensions 45 ft by 24 It with exposure B ASCE 7-93 ~
per UBC971ANSI95 If end verticals or canUlevers exis~ Ihey are exposed to wind. II porches exist they are -.; 0:;'
- exposed to wind; The lumber DOL Increase Is 1.33, and the plate grip Increase i5 1.33. .
3) This 11\1" has been deeig.ed tor a 10.0 psI bottom chord live load nonconcurrent with any ather live loads per ,
- Table No, 16-B, UBC-97, ' ' , .
4) Provide mechenieal connection (by others) 01 truss to bearing plale eapable olwlthstanding 3481b uplift aljoint
~. .
51 This II\ISS hes been designed with ANSVTPlI-I995 Criteria,
S Use USP MSH29 (WIth lOcI nails Into Girder & NA9D nails inlo Truss) or equivalenlspllQ!d al2.o-o DC max.
starting eI2-0-0 from the left end to 5-11.(l 10 connect truss(es) C (1 ply 2 X 4 HF) to lronl fece of bottom
chord. . .
7) Use USPTHD28 (WIthl6d nails Into Girder & NA9D nails Inlo Truss) or equlvalenl spaced e\2.(l.(l oc max.
.1ll~lng el7.11.ofrom the left end to 9-11.(l 10 connect tnJss(es) C (1 ply 2 X 4 HF) to Iront face 01 bottom
chard.' ' .' . ' J' li:J;clRllS 12/31/01-
8) Fill all nail holes where hanger is In contact with lumber, ' . .. LUI
'. ~b~lU
'Sli~6Cil,"dsrd
O':=:::::I,~;:=:::.::r:o::=~_ON~::D~s:.O:===Lrobo~._a,j_ .~ .
'lQrIcdIy. ,f.ppIooblltyofCS8lfgrlpacmetenandl='oper .... .,:. of~~__.........:'Is_......,""'~.>--, ofbl.Aclng:deslgner'-nottnJstdeclg\lr. BtOCOi;JlhownlafotkJterol
. ~ Ofhcfvldualwebmemb913 ori)'. AddIIIonOl. 1"'." tl'acfng to hsUe&toblllfyc:Ulng COl"l5tlUCflor Is tho ....... ......WllyolheerDCtc:x. AddItbncf ..w....~"w."
lllDdnO Dflll9.,.",.. I1iu:tIJeb I"" IOI;llli1IbIIY ollht _ d_, F<r _ gUcanceregadng kblcDMro lJIaIIlY ocnJrD. ,IDloge. _, """"on end th _ "
tIocIng. consultQsr.88Q.Jal1tySloncbd.CS8-8991tJc1rgt..,~:'.._.,~~ and HI8-Ql HondIng InItolrGad Btoc:hgl..." .:krlmovalXJletrcmTNUPIot.hSftlul.. e....."~co.
5a3 0'0-101110 0rIYe. Mod!.Ion WI ~719, . . BUILIlINGI SUPPLY INC.
SEP 01 2004 4:2SPM
HP LASERJET 3200
p.6
-IJOO I 'fUSS
i CASCAO,,^ jA2
. I ne I russ "-iC?. eugene, UK ij(4U~
I russ I ype
i I.lly Ir-,y nayosn I"a.caos l'i' \IN"") "'''
. i 1 '11 (optional)
~t<l s NO\l' '110 ,,~vt mll8l\ lnciusmes, Inc. rn I'\ug .:f1 l'I:.:n:~ LUUl t"sge L
ROOF TRUSS
-------, lI:20r
;.;<;lAD eASElS) Standard' . . : . ,
. dO, ~egular: Lumbarlncrease=1.15, Plate Inaea.o=1.15
, lllilalTll Loads (pi!), . .
. . ..:/ Vort: A-0=:64.0, D-G=-64.0, B-H=-640A, F-H~20,O
,~
f
..'
-- /
po.
WARNING - VERIFY DesiGN PARAMETERS AND READ AU NOTES ON THIS' AND I1lUSS DRAWING NOlES BEFORE USE_ - ~
DesIgn 'lfIt*1kt use orIV wthMfletccrne...~ lNsde$tgn1s based oriyuponpatOtTl91eq5howr\ end.. klrCl'\ilcIvIduaIbJIctrg _K .". .,. ,. : 10 be hsloIedln11oix:1td
"'8If\cQDy. ,.t.ppk:obIIlyofdoslgnpa:aneIGflonc:lprop8f' .",_ ".' 'w of n....._.....: Isr~oIbuIdIrodNlgnw-nottruadWgnor. araclng snO'M'l II lor klt.col
~ofh::IvId.ICII"'bmomberlcrit. Addllfonalternpor<r/brachgtolnuell'obJtyo..lngcor.tru::tlonlltherqxralblfY'offheerectoc. MdII1clrQ.. '.'. 1-
bfadrgd 1he~atrucf\.nb1he respclNibl5tyolthe b\ldt"QdoIIgner. Fa g<<"lerclgudance, ...., :.-".. ~.~-".:-~::... quality conJtol. &toroge.~I). weeiIonmd the 'A' ..~'Co.
bfcx:irg. consuttCl$T.aa~llystad:l'd.OSU9BradngSpedlk:ation.mdHB.q1 Hc:rlcInQnstOSrQcnd~RK." _ ..'. QI.'olatllsfromTIUDPtatolnslltute. ---
S83D'Onotr1oCrMt.~W16.n'19. . ,autll)OfCiiSUPPLTlNc.
SEP 01 2004 4:29PM
HPLASERJET 3200
p.?
JOD
IrusS
I russ I ype
-- -.:;ny- '~-Haydsn Cascads"A"( 99,.<'""
1 1
. . ' topllona~ . .
"K1S NOV lO",UW MIIBK lnaustnes, inC. Mon vel 0<0 l~:l~:lJ <lUll'", t"ags 2
CASCADEA BGE
ROOF TRUSS
I na I russ U)" eugene, UK IIf4U<l
.4.<lUl
:.:1TES .' .
,,brovlda mechanical connection (by others) of truss to bearing plsta capable of w1ths1anding 4 Ib uplift at joim 8, 41b' uplift at joint P
: 4 Ib uplift at Joint AB, 13 Ib uplift st Joint Y, 13 Ib uplift al joint V and 41b uplift at joint S. '. '
8) This tru~ has been designed with ANSlfTPl,.,995 criteria, .'
'LpAD CASE(S) Standard
,~
~'.
"
\
)
-"
.... .~
" .... ~ WARNING - ViRWi DEsI~ PARAMrnRS AND READ AU NOTES ON THIS AND 11lUSS DRAWlNGlNOlES BEFORE USIi'. . ~.
DeII;n vdId for ~ cnv \Mth l.tTek CCll'l....i:ton. ThIs deslQ'lll based orIy ~ porcmetGrs nowr\ and II fa a1 nc:tvIdwI ~ .~....... ....1 to be Instollec' and kloded
~atv. ~Iy of <*Ign poram.tell CI"'d proper' .. ,_. .,':. otcomponenl II 'OIPOniblllly of bu!IcIng deslgneI'. nathwS d_gl"lllr, Bracng mown b tor bteral
IlUPPOlt Clf IrdwtO.D web ~ my. ~ l1ifTlPOIOty t:lr'ocrQ to Insure stoNity durhg CUlStrucllOn It the respcnlbIIty Of the erectof. AdmIoncl perma'\Int.
brochQ of tne CMM'aIIltIu::1l.I'e" IhIt _,,,"'" ','ty 01' the bAdng desIi;1Ier. For generol 0'.1donce regol'Clr'g robrk:dlon: quality centraL atorage. delivery. electkln cod the. _.. -~co.
brodng. coruull QSr~ QJaIIy stcndcM DSB-898toehg SpeclfIoaUon. oncf HEWl HandIng tlStdIIng one Broetl"G -.. .. . ,"IdalIon cvaIc::bIlli 110m 11\.lS! Ratelnstttut'D. _." .-
683 D'Onofrio OJW. MocIr)n. W16371~. . .. 8UD.ImIQ1UPl'L1' me.
SE~ 01 2004 4:28PM
HP LASERJET 3200
p.8
"'QD . I fUSS
If'''''' 1
ROOF TRUSS
Uly "'Y , raen Il..ascaae,q1\owuJ JVV
10'~" .'
~ (optianaO .
.:r.2O~1 ~ ...u;;-' ")2000",, ndustnes, Inc. ".~G.,u;. '1,,) TI:..;,:'I'O "'WI
I
I
,
CASCADE!\ I B
me 1 russ \,A)., eugene. un. tfl"tUL
...ag81
j/
",.0.0.
',.Q.ll
e-3-,O
6-3-10
~1~.
3-6.fl
, '3-8-8
3-8~
2~
6-3-10
?1~'
l-G-O
ScaAo-1;.
)
,
4><4 =
o
J
, 6.00~
8
~~.
. ~-
H
3x10 =
F
G"
i~tt
Ig.o.o
Ig.o.o
LOADING (p.ll
Teu 25,0
TCDl 7.0
, BCll 0,0
QCDl. B,O
SPACING 2-C-O
Plate. Increase ,.1.15
lumber Increase ~ ,1.15
Rep Slresslncr', YES:
~e UBC97fANSI95'
CSI
TC, 0.41
BC 0.96
WB 0.31
2g.o.o
1040
DEFl in (Ioc) . Vdefl
VertlLL) -0,27. B-H ,>878
Vert TL), -O.49~" B-H >480"
Horz(TlJ 0..03 F' nla:'
18t LC LL MIn' Vden = 360
PLATES
~ MII20
GRIP
1851148
Weight BB Ib
"'MBER
.' , CHORD 2 X 4 HF No.2
Jr CHORD 2 X 4 HF No.2
FBS 2 X 4T HFSPF Stud/src
REAC110NS (lb/size) B=8601O-5-8, F=8BOIO-5-8 .
Max Horz B=-34(1oad case 3}
MaxUpRflB~131(lOad case-S)~ F~131~aad case 5) ,
FORCES (Ib} - Flrallaad Case Only . .
TOP CHORD A-B=14. B-C~ll02, "0=-847, D-E=-847, E-F=-1102, F-G=14
BOT CHORD B-H=976, F-#--S76 . .
WEBS "H~2B2, D-H=S13, E-H=-2B2
BRACING
TOP CHORD Shesthed or 4-11-13 OC p'urlins.
BOT CHORD Rigid ceiling directly applied or ~1.14 oc bracing.
,)
NOTES
11 Thl. truss has been checked for unbalsnced loading condlUons.
2 this truss has been designed for the wind loads generated by 80 mph winds at 25 II aboveground level, using
_ 7,0 psflop chord deed load snd,7.0 psI baltom coord dead load, 100 ml from hun1cane aeaanllne. on an
. occupancy category I, condition I enclOSed building, of dimensions 45 ft by 24 ft w1lh exposure B ASCE 7-93
per UBC971ANSi95 II. end vertical. or canlllevera exist, they are exposed to wind. If pOrches exist, they are
exposed 10 wind. The lumber DOL Increillie Ie 1.33, and the plale grip increase is 1.33
3) this truss has been designed for a 10.0 pal bOttom chord live, load nonconcurrent with any other live loads pet
Table No. 16-B, UB"97,' .
4) Provide mechanical connectlon.(by others) altrusslo baar1ng plata capable 01 withstanding 1311b uplift at joint
Bend 1311b uplift allalnl F. . .
-5) This truss has been designed with ANSlfTPll.1995 criteria.
LOAD eASElS) Standard
:"-:'"
4.
/
~,
, .)', WARNING - VERIfY DESIGN PAllAMETERS AND ~~ AU NOlES ON l1l1S AND TRusS DRAWING NOlES IIEFORf USE:
~Oeslgl votd ft'f UJ8 only' \Jdlh Lffek t':OlnIcm. ThIs dedl:Jl b based crIv ~ parmlalaq L~ ooots tor (J"I;ncMiJCf bl.Gd~ .." ,..'.."" to be hstoIed Otld Iooded
vvrtIcaIy. {.....:.:__.'ofdGlVl......, ,_._CI"ldproperlnccrporallonof.. ..... .b ".....~"'./oftxAlc:t"odellgter.not"-ad4nlg'*. Brac::t'lgchownlsblaterd
cupporI d lndMduoI web tnen'lbM orly. AdcttklnoI ttmpcray bn:zcr.g to IN\A'e dobmy dumg construcllon Is tne r~onsblWy of thlI ereehX AddlllcncJI permanent .
bra::hg DIN OYefOllllNcture b tI'le ~ of ff'e I:lUIlinQ desIO'*. Fof gene<<( guk:fa'r;e regOl'OInO fabIlCOTIOn. QUCIIIy corIrot dOr'Clge. O8IVery. <<eetton en::!
IJrcD"lg. c:xnU1 QST-8a QooIIty stOldooi DSB-e9 SIoct1g.... . .....~.... ~ cnj Hl&-91 Hordlhg h$tGlhg end Bzadng RacorTmerdatb, CMlIttiJ rrom Jruu Plate tnsmute,
WO'OnofrioDrf.It.t.4ocI!&cn.W1$3719. . .
,j
~.
theTRUSSco.
. BU:lI.C'D(Q 5UPP1.T DtC.
SEP 01 2004 4:29PM
HP LASERJET 3200
p.9
JOD
lruss
HUBS I ype
Qly - PIji- riayden (;eSCaae"A"( 9912)"''''
1 1
. (optional)
:)I'(f"s NOV lb ZUUU M'lek ,naustOes, inC. Mon VQza l:>:l:>:l~ zuuz t-'age 1
CASCADEA BGE
ROOF TRUSS,
I ne I russ \j I., eugene, VI'( 1!(4UZ 4.ZUl
"
~1-o-01
,~
6-3-10
6-3-10
10.0.0
3-8-6
13-8-6
3-8-6
20.0.0
6-3-10
21-lH1
'1~'
Scale. 1:45.
3lcS=
E ~, i
C I
~~B ~" . , &--h"..
V~'Yx'>tx'~~
s,OO[12"
......
Stud 16. O,C. From Left Ta RIght
K .
'~L
~ M
~WI_' '~N
, 1"'I,r,~
1-a~a~~~~'~ _ p
" " !
j
( ~ ' I . ~
1-:
"" v U
, 0.0.0
10.0.0
20.0.0
10.0.0
LOADING (psI)
TCLL 25:0
TCOL 8.0
BCLL 0.0
BCOL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC97/AN5IB5
.
CSI
TC 0.08,
BC . 0.04
,'WB 0.04
. (Matrix)
DEFL in Ooc) Vdefl
Vert(LL) nla " nla
Vert(TL) 0.00 A >999
Harz(TL) 0.00 P nla
1 st LC Ll Min Vdefl = 360
PLATES
MI120
GRIP
185/148
Weight 91 Ib
LUMBER
. 1:Op CHORD 2 X 4 HF No.2 .
" 'ilT CHORD '2 X'4 HF NO.2
HERS 2 X 4 HF Stud
.._J
REACTIONS (Ib/slze) 8=185120-0-0, P=18512040, AC=18912o-D-O, AB=7412D-O-O, AA=11312o-D-O,
. , Z=108120-0-0, Y=70120-0-o, X=126120-0-0, W=12612D-O-O, V=7012D-O-O,
U=108l20-0-0, T=11312o-D-O, 5=74/20-0-0, R=18912o-D-O
Max Horz B~3400ad case 3) . .
Max UpllftB=-<I(load case 5), P=-<I(load case 5),AB=-4{load case 5), Y=-1300ad case 5),
V=-13(load case 3), S=-<IOoad case 3)
Max GravB=18500ad case f), P=185(load case 1), AC=189(load case 6), AB=74(load
case 6), AA=113(load case 1), Z=109(IOad case 6), Y=7500ad case 61'
X=126(load case 1), W=126(foad case 1), V=75(load case 7), U=109( oed case
7),T=1130oed case 1), $=740oad case 7), R=1&900ad case 7). ,
"FORCES (Ib) -Flnrt Load Case OnlY .
TOP CHORl) A-B=28, B-C=-74; C,b=~1, D-E~51, E-F=-53, F-G=-53, G-H=-<I1, H-I=~O, I-J=~O,
. J,K=-41, K-L~53, L-M~53, M-N=-S1, N-o=~1, O-P=-74, P.Q=28
BOT CHORD B-AC=29, AB-AC=29, AA-A8=29, Z-AA=29, Y-Z=29, X-Y=29, W-X=29, V-W=29, U-V=29,
T-U=29,S-T=29,R~9,P-R=29 . ,
WEBS C-AC=-149, D-AB=-65, E-AA=-93, F-Z=-89, G-Y=-61, H-X=-99, J-W=-99, K-V=-61,
L-U=-89, M-T=-93, N-S;'-65, O-R=-149
BRACING
TOP CHORD
BOT CHORD
Sheathad, ;-" , "
Rigid ceDing directly aPPlied or 10-0-0 oc bracing.
NOTES
1l this truss has been checked for unbalanced loading conditions. '
.2 TruSs designed for wind loads In the plane of the truss only. For studs exposad to wind (nonnallo
the face), see MlTek "Standard Gable End Detail. ,
3 All plates are 2x4 MU20 unless otherwise indicated.
4 Gable raquiras continuous bottom chord bearing.
S Gable studs spaced at 1+0 OC, .
6 ThIs truss has been des/gned for a 10.0 psf bonom ,chord live load nonconcurrent with any other live
loads per Table No. 16-B. UBC,97. ' .
-"'ntlnued on page' 2 . , -
~,-
i.~ '.WARNING-VERIFY DEIIQN PARAMElERIAND R1iAD AU NOTn ON THIS AND1RUS1 DRAWlNQ NOTn BEfORE USE.
DeIIgn vdid fOf I.H onl.,....Uh WIT_..:.. ._ _..., 1hb<*\J111 baaedorly l4lOf\... _ .-.' Jhown, andb tOI'c;rI~ b..ting c:orrponont toboln$tolloQ ondlocdod
verIIcoIy. AppIcabllltyofdeslg1 poIcmehmCl'ldproper IncorporatIa1 of ... "'. ,J 15 fesponaU.ty oi bl.dc:Ing derQ"er . nottMs dNlgner. Ill't:J:::ing VCNlI'\ lib DIetel
~port of n:M::IJQIW9bmernbsrlatrly:.,AddllIanc:ftemPClfarvbr~toINuAl stotlltycUtlg ca'lItJu:Itonbthe responslbmy ol1he~fo1. ....ddltlonol.;, '.., ,., -
bmcro 01 tho ov;rtjIo1nchro k tho ,""""",,,Ity oltholXAklha _, For _I o.-.:orollClldk'o 10_ QOOIIly co1hol_ dolNlllV, 0l0dk:r1 a>d
~eonsurtQSJ'~Q.Io&yStc...:kJ"l:l OSB-f9BlOChg:"'" ._._...._ (hjHB-91 Hondt'lg nmlJrQand IIracIng ,',. u ,_ ..~.-., ,000000000fromTrwP1at8 hslItuht,
~D'OnofrfoDIM.ModI:cn.W&1119. . '.'
I EXPIRES: 12/31/02 j
OCT 3 0 2002
~-
theTRUSSco.
6IMLDmG SUPlLT!NC.
SEP 01 2004 4:30PM
HP LASERJET 3200
p.10
Job
I russ
I russ 1 ype
FI~K
Qty Ply Hayllen l,;aSCaae"A"(1 U132)SS
17 1
" . (optional)
4.2Ul ",,,,', s NOV ltl 2lUV Mil ell In<lJSlneS, Inc. r-n ..an II n :'JlI:2;l :.I,UU;l !'age 1
CASCADEA C
I na I russ 1,;0., I:ugene, u~ ~ 14U:.l,
jI
.H-D
;-0-0
6-10-15
6-10-15
15-ll-ll
6-'-1
,
23-',1
8+1
3()'()'()
6-10-15
Scale- 1:68,.
4Id=
D
~
"
8.00[12"
....
~
I
3x4=
H G
3><5=""'=
1ll-2-3
10-:!.3
I"'I81a unsers lA., T): Itl:U-U.12.U-U-2J, lr-:U-U-lol,UoV-olJ
19-9-13
, &-7.9
3ll-ll-ll
10-2-3
LOADING (psl)
TCLl 25.0
TCDL 8.0
BCll 0.0
BCDl 7.0
---""BER
--'1" CHORD 2 X 4 HF No.2
. n CHORD 2 X 4 HF No,2
YliEBs 2 X 4T HFSPF StudfSTD
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
~ep Stress Incr YES
tode UBC97/ANS195
CSI
TC 0,67
BC 0,69
WB 0.36
(Matrix)
DEFL In (Ioc) IIdefl
Vert(LL) 0.30 FoG >999
Vert(TL) -0.47 F-G >748
HorzITL)- 0.08 F nla
1 st lC lL Min-Vden " 360
PLATES
MII20
GRIP
185/148
Weight: 1071b
BRACING
TOP CHORD Shea1hed s;... .~_ , .,.......
BOT CHORD Rigid ceiling dlrecUy applied or 10-0-0 oc bracing.
REACTIONS (Ib/slze) . F=11801O-5-8, B"126410-5-8
Max Horz B=63(1oad case 4) . " '
"Max UpllftF=-159(1oad case 5). B=-186(load case 5)
FORCES lib) ~ Arst Loed CaSe Only .
TOP CHO~D A-B=28. 8-C=-2113, C-D=-1797, O-E=-1B03, E-F=-2121
BOT CHORD 8-1=1818, H-1"1201, G-H=1201, F-G=1827
WEBS c-l=-452, 0-1=559, O-G=56B, E-G=-457
.NOTES
11 This truss has been checked for unbalanced loading conditions. .
2 This truss has.been designed fQrthe wind loads generated by 80 mph winds at 25 It above ground
level, usIng 7.0 psftop chord dead load and 7.0 psf bottom chord dead load. 100 mi from hurricane
oceanllne. on an ocCupancy category I. condition I enclosed buildlng, of dImensions 45 ft by 24 ft with
. exposure B ASCE 7.93 per UBC971ANSI95If and verticals or cantilevers exist, !hey are exposed to
wind, If porches exist, they are exposed to wind. The lumber DOL Increase Is 1.33. and the plate grip
." Inaease is 1.33 ' " ,
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live
loads per Table No, 16-B, UBc-97, "
4) Provide mechanical connection (by othera) of truss to bearing plete capable ofwlthslanding 1591b
. , uplift at )oInt F and 186 Ib uplift a1 Joint B. ,.
5) This truss has been designed with ANS1ITP11-1995 criteria, '
LOAD CASElS) Standard
\
,
.-
\ . '.
'_.-1 'WARNING - VERiN DESIGN PARAMmRS AND READ AU NOlES ON THIS AND lllUSS DRAWING NOlES BEFORE UsE. ~ .
Destgn \odd fer UlG rriy wflh MTek. ~~.- ._'___.~ ThIi dolfgn IIbc>>odonty upon pacmolelllhown. O"ld" fer Oll naMcIuaI blJIdIrg .-.-...w. .~. M to be nstaIIlKl' end Iooded
~. "',",. .'._', ddeslgnparanet'elJcn:lprcpet'., n'... ...onof.........,..",l!lQIPClf'dJIUlycfbulla"odes/g'lBr.nottruaclei/gnlH. Brac.hQthcwnllfofk:ltetei .
l\.ClPCd dlnchldl.l:l web rnembu OI'IIV. AddItIoncI" ..... I::tocIng totwre dabIIly cturng construcfton II the relPOflSlblllyd the ./ectOl. AdcIlbl:Jl_~; ".~,. "
t:lr'ctcno oIlhe crol'llrDllInIdu'e Is ttIe ~tyoflho ~ ClMgn8t FagEnetalguldonce reQOrtIng fatxlcctlcn. cpoIly contlOl,. 5foroge. c:IeIMIfy. MK:fIonand
-,<X>NUl QST.a& ClIdtyS1ancl.... 00W9 _ ...""""''''' ald H8-91 _ """'no ald """"" ..""""",,,,,,..,,,,..01_ _ """ PIaI._ theTRUSSCO.
fi83~Ort"."Modlton.W163710. , . .~1UPfV1HC.
SEP 01 2004 4:30PM
HP LRSERJET 3200
p. 11
/
~oo
IrUSIi
11U55 I we
\otlY. ....IY nayoen \.oBSCB08 n \ IV.).e:OJ':'~
CASCAOEA CF
FINK
5 I
Job RQ.,,, "., (optional) .
~.uw S teo I; "wo:. I U I 8K InDUBlfl88. me. wed May I.", IU:44:ll "lJU~ t"8ge 1
I ne I rusa lA., ~umner VYA I t:ugene UK
,1.G-O
Y 1,~
11-10.15
8-10.15
15-<>4
8-1.1
23-1.1
8-1-1
30-0.0 .
8-10.16 .
. 4xe =
$Qt'.1:58.11
4
2
~~~"
5x5=
"'".. :::
'\
~J
\,\ ,
\\ /
.\Y.
.~
~~
.
~
~
. -;:/
6.0.~.. ~ ~~./
3 ~ ~I
W ~ 7~
~" Il''l,W10
~fl0 _-'
~..=
11
3104 =
Q 7
3x5 =- 3x4:::
5x5=
1()..2-3
10.2-3
~ate unuB!S (^. T}: l:t::U~~-4,V-U-LI. (t):U-L-4.U-U-~
19,9-13
9.7"
30.0.0
10.2-3
LOADING (PlIO
TCLL 25.0
TCDL 8,0
BCll 0,0
BCDL 7,0
SpACING 2-0-0
Plates Increase 1.15
lumber Increase 1.15
~ep Stress Incr NO'
"COde, UBC9~/ANSI95
CSI
TC 0.78
BC 0.87
WB 0.54
,(Matrix)
DEFL in (Ioc) ~defl
Vert(LL\ 0.44 9-10 >815
Vert(TL -0.70 9-10 >505
Harz(TL) 0.09 6. nla
1st lC LL Mln Vdefl = 360 '
BRACING
TOPCHORO
BOT CHORD
PLATES
MII20
GRIP
185/148
Weight., 161b
:, ~BER' ".
.~.. 'CHORD 2 X 4 HF No,2 "
T CHORD 2 X 4 HF No.2
,,,. BS. 2 X 4 HFSPF S1udlSID
Sheathed~ . .
RIgid ceDing directly appDed or 10-0-0 oc bracing.
Except
I Row at midpt 9-10
REAcnONS (lb/size) 6a127lW-5-8, 2=136010-5-8 .
Max Harz 2=63(load CBSB 4)
'. Max .uplift8=-183(I~d case 5), 2=-210(1000 case 5)
FORCES (Ib) - Fim! Loed Case Only , .
TOP CHORD 1-2=28 2-3=-2319,3-4--2004,4-5=-2010,5-8=-2327
BOT CHORD 2-11=2bol, 8-11=1401,7-8=1401,6-7=2010,,9-10=-77
WEBS . 3-11=-447,10-11=548,4-10=670,4-9=680,7-9=558,5-7=-452
NOTES , ,
. 11 Unbalanced roof live loed, have been considered for thIS design, ..
2 This truss has been designacl for the wind loacls generaled by 110 mDh winds et 25 ft above ground level, using
7,0 psflop chord dead Ioed and 7.0 PlIfbottom cI10rcl dead load; 100 ml from hurricane oceenllne, on an
occupancy category I, condition I encloSed buildirQ, of dimensions 45 ft by 24 ft with exposure B "SCE 7-'13
per UBC971ANS195If end verticals or cantilevers BXia~ they ere exposed to wind. If perches exist, they are "
. exposed to wind; The IumbetDOL increese Is 1,33, end the pIat9 grip Increase Is 1.33 .
3) Thls truss has been dasigned for a 10.0 PlIfbollom chord 6veloed noncancurrant with eny ather live Iaeds per
, Table NO, 16-B, UBC-97. " .
4) Provide mechanical connection (by othel1l) of truss to bearing plale capable of withstanding 1831b uplift atlolnl'
6 end 210 Ib uplift BI joint 2.' " '
LOAD eASElS) Standard .
"1) Regular: Lumber Increese=1.15, Plate looresse=1,15
UnllOrm Loacls (PIll '
Vert: 2~14,O, 1-4=-66.0, 4-6=~,O, 9-10=-24.0
I~DAn:12/31/()4.1
MAY 0 7 2003
"
,WARNING - V8lIFY DESIGN PARAMnm"AND READ All NOlD ON IllIS AND \RUSS DRAwiNG NOlES BEFORE usi, ~'"
DesIgn YQ1d for uso<riywllh MlTekc~._ ._,,"..~, ltDd8IIIi1'lb basad en, L.p:II'l pmgrroklqst'Ol/o1\ aid Isrorcnnd~ bUldng ..........,_...10 be tutaledald IOOded
vertkxlDy. n - ".'. -,-" ofdMr:J'lPCJlQTlfltersondlXQ:l8f ....w,.._...,.Qfl or n '...' .. ~ b,......, ............' of blJding desfgner . not truss dmlgnur. Inx:rclIhown lib IotBld
~dhl::lWi.lCllW8bmembersorVv. AdditlonoItumporaryl:mc:tlgtor.surattob1ty~eonstlUCtlc:nlsthel8!POnsIbIIlyoftt-E1erech:lr. fu:ldlllonal..." ..'.' :.'
lJrocIrooflhulMlJCllltrucf\.reblheN".-., ".-'" of the bt.Idt-q desIgrMN'. fo'goMfClgUdonco~f1::br\co1lor\qJOlJyconl1ol.,to!age,deIMilty...C1lQncnd thAI-U --'-0,
. bacrg consIJtQST.88Q1dJtvSta'Y:iartl DSH9Bnx:lng....._..,....~..on. CI'ldHB-91 HaldlIngll'l5faD"oondDraclnI1-.. M. ,:.-..onD\o'Olabte tern rRMPlatemtlh.d8. g _ ...-.n",
6M D'Onohlo ~ Modbon. W 63719. .. . a,1DDJ)DI'Q IUPPLTINC.
SEP 01 2004 4:30PM
HP LASERJET 3200
p.12
JOt)
I russ-
Truss Iype-
FIt:lK
- Oly Ply-Hiiyaen cascaCle"A"(10132)SS-C-
2 1
. !opUonal)
;:,Kl S NOV lb ot, UV 1\111181< mousfnes, InC. ~n..an 1111:1~:"," otW;, ..age 1
CASCADEA C1
I ne I russ 1.iO" t:ugene, u~ lj(4Uot
'''.otVl
"
/
-'.elf
1-0-0
&-1D-15
&-1D-15
1&-0.0
&-1-1
23-1-1
&-J.l
3~
&-10.15
3.1.().D .
;~
Scale "1:69.
4ll8=
D
$
~
1.001'12"
<"
J
3x4-=-
I H
3x5 = 3x4 =
10-2-3 19-6-13
1D-2-3 ~~9
"late unsets (}\., n: It:l:U-U-10!,U-U-0!), 1t::U-U-U,U-U-IIJ. 1~:U-U-10!.\H)-otJ
30-0-0
10.2-3
LOADING (pst)
TCll 25,0
TCDL 8:0
BCLL 0.0
BCDL 7,0 .
.- ~'MBER
,. J'p CHORD 2 X 4 HF No.2
. T CHORD 2 X 4 HF No.2'
WEBS 2 X 4T HFSPF SludlSTD
SPACING 2-0-0
Plates Increase 1.15
l,umber Increase 1,15
Rep Stress Incr YES
. Code UBC97/ANSl9S
CSI
TC 0,67
BC 0,67
WB . 0,35
'(Matrix)
DEFL In ,(loc) Vdefl
Vert(LL) 0.29 B.J, >999
Vert(TL) -0.47 B.J >757
Horz(TL) 0.08 ' F nla
1 sl LC LL Mln Uclefl " 360
PLATES
MII20
GRIP
1851148
. Wei9ht: 108 Ib
BRACING
. TOP CHORD Sheathed., ~". ... 'v.
BOT CHORD Rigid ceiling directly applied or 10-0-0 DC bracing.
REACTIONS (Ib/size) F=1263fO.5-8, B=126310-5.8 .
Max Horz B=-50(load case 3)
. Max UpUftF=-185(1oad case 5), B=-185(load case 5)
FORCES lIb}- First Load Case Only . '. '.
TOP CHORI) A-B=28, B-C=-2110, C-D=-1793, D-E=-1793, E-F=-2110, F-G=28
BOT CHORD B-J=1815, h/=1197, H-I=1197,F-H=1815
WEBS C.J~Sl, D.J=559; D-H=559, E.H=-451
NOTES
1} This truss has been checked for unbalanced loading conditions.
2) This truss has been designed fer the wind loads generated by 80 mph winds at 25 ft above ground
level, using 7.0 psftop chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane
oceanline, on an occupancy category I, condition I enclosed builcllng, of dimensions 45 fl by 24 ft with
: exposure B ASCE 7-93 par UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to
wind. If porches exist, they are exposed to wind, The lumber DOL Increase Is 1.33. and the plate grip
. Increase la 1.33
. 3) This truss has tieen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live
loads per Table No. 1G-B,UBC-97. . ' . . ,
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 Ib
. uplift at joint F and 185 Ib uplift atlmnl B. . . '
5) This truss has been designed with ANS1fTP11-1995 ailerta, . .
LOAD CASE(S) Standard
,....~
. .r ~
~.
. 'wARNING -,1IBl1FY DESIGN PARAMmRS AND READ All NOTES ON !HIS AND IR\JSS DRAWIN~ NOlI! BEFOllE USE..
DeJlgnvold fo!.... anti wfth MITilkClOTect'cn. this design tI t:lcAd ortr(upon pcrcmeters mown.. end Is (01 Q"\ h:tvrctJaI bJIcing ~nl to be t'lStalled CI'ldIoaOed
wrftcaIIy. ~."~..:"'''' ofdedgn .."_ . ""oncl prop8f~_..__,,~.. of _~,.,.._.....lb'8Sponslb[Ityolbulcfln;deslgler.nottMldosIoner. IkOcIng~bforbterol ",
IUppOlf of tndMdUoI web merrtlel'I 0"IIy. AckIUonol temperav brachg to Insure dabllty dulng construellot'lls fheo. "'I". .~-'_"y of lhe Gfechn. ~1onaI perm0n8~
broc:hg of the ~roIl!l'uCt1.N II tI'l8 tesponsl:lllly 01 IhIli bJlcIng desI;ner. For genera glJ:tonccl regordro fQbrbJtIon. QJOlltY eorhol storOOt. deUvtIV, eredfon and
bracfrlg.lXI'1SI.ItQST-88QuoIlVStCndord.DS8.e9Brochg .....__..__~_.~ a1dHlB-91 ttonc:IIInglnltdlngond!rOclng.\"...." .. ._w,_. ~.tromTl\IIRatelrdtuf9.
683D'Ondrio om.-.. Modb:on WI 63119. . .
the& ';Y.>>CO.
.IUILDDfQ IUPPLT JNC.
SEP 01 2004 4:31PM
HP LASERJET 3200
p.13
~OD
I russ
I russ I ype
I ne I fU88I,;O" eugene, UK IU4U""
4.""U1
Qty. Ply~ayaenCascaae"A"1 Y91ZJ~~ .
2 1
(~ional] ....
::iKTs NOV ltl ZUO I MlleK Inausliies, me. MOO UC\.t~ 10:10:1:);,(UU"" I'aga 1 .
3G-lH>
1~
CASCADEA CGE
FINK
I
-,-
l-o-l>
1~-0-0
15-0-0
Scale. ';$8.
w=
.
~
~
101
K L N Stud 18. O,C, From Left To Right
A 0 ,
B.oorw J ../.A. i\0- P Q
f .."'" I........
,...,p HV-;::/ I N'el' ~ '\..~
E ~ ~ < J( J i PO'" T
D F W"G1, MH' ,L 'I I'! Q, CR, BS' A U
C E OF I N
r-;~j^^~"::'~J^^~MM)(':lW= ~
AQ AI' NJ AN AM No... PJ< AJ AlAH AG I\FAF.NJ AC AS M Z Y X !a
'W=
-.-- -- 3D-ll-O ~
3D-ll-O
--_.-
LOADING (psf) SPACING 2~ CSI DEFL In (Ioc) IIdefl PLATES GRIP
TClL 25.0 Plates Increase 1.15 TC 0,13 ~~M~ nfa - n/a MillO 185/148
TCDL 8.0 lumber Increase 1.15 BC 0,08. 0.00 A >999
BCLL 0.0 RepStre.ss Inor YES we 0,11 Horz(TL) 0.00 W nfa
BCDL 7.0 CDde UBC97/ANSI95 (Matrix) 1 st LC II Min IIdefl = 360 Weight 167 Ib
.
LUMBER
'""'Ip CHORD 2 X 4 HF No.2
"..jH'T CHORD 2 X 4 HF No,2
, . ERS 2 X 4 HF Stud
.) . .
REACTIONS (Ib/size) . B=182i3~, AE=8f3Q..Q..O, W=121/30-Q..0, AQ=189/3Q..O.O, AP=74130-0-0,
. A0=114f3Q..O-O.AN=10513Q..O.O, AM=107/3Q..Q..O, Al=10713~, .
AK=1 08130-0-0, AJ=1 04130~, AI=59/3Q..O.O, AH=11713Q..O-O, AG=138f3Q..Q..O,
AF=84130~, AD=104f3()..().(), AC=10713O-Q..0, AB=107/3O-Q..O, AA=103l3Q..Q..O,
Z=124/3Q..Q..O, Y=Z7f3~; X=2n/3Q..O-O. .
Max HOIZ B=63(load case 4) .'
Max UpliflAP=-4(load case 4). AJ=.2~oad case 5), AI=-14~oad case 5), AF~17(load case
~ .' .
Max GtavB=182~oad case 1), AE=19(IDad casa 2). W=121 (load case 1), AQ=189(load .
. , case 6), AP=74~oad case 6), AO=114(load case 1), AN=105(1oad case 1),
. AM=lcl7~oad case 6). AL=107~oad case 1). AK=108~oad case 1), AJ=106(load
case 6);A1=82(1oad case 6), AH=117(load Cl!se 1), AG=138(1oad case 1), .
AF=88(load case 7), AD=104(load case 7), AC=107(1oad case 1), AB=107(load
case 7), AA=103(1oad case 1), Z=124(load case 1), Y=270oad case 7),
X=2n(load case 7) .
FORCES Ob)- First Load Cese Only . .
TOP CHORO A-B=28, B-C~9, e-b=-58. O-E=-46, E-F=-47, F-G=-47, G-H=-47, H-I=-47, 1-.1=-48,
J-K=-46. K-l=-32, l-M=-58, M-N~56, N-0=-42, o-P=-47, P.Q=-47, Q-R=-47, R-S=-47.
S-T=-48, T-U=-40, U-V=.e6, V-W=-74 . .
BOT CHORD B-AQ=25, AP-AQ=25, Ao-AP=25, AN-AO=25, AM-AN=25, Al-AM=25, AK-AL=25,
. AJ-AK=25, A1-AJ=25, AH-AI=25, AG-AH=25, AF-AG=25, AE-AF=25, AD-AE=25,
A~=25,AB-AC=25,AJ\.~25,Z~=25,Y-Z=25,X-Y=25,W.X=25
C-AQ~149, D-AP=-65, E-AO~92, F-AN=-87, G-AM=-68, H-AL=-68, I-AK=.e9, J.AJ=-84,
. K-AI=-56, l-AH~88, N-AG=-11 0, O-AF=-76, P.AD~88, Q-AC=-88, R-AB=-88, 5-M=-67,
T-Z=-97,U-Y=-37, V-X=-204
BRACING
TOP CHORD
BOT CHORD
Sheathed ".1, Ii ,. I '00
RIgid ceiling direcUy applied or 1 Q..O-O oc braCing.
I EXPIRES:
WEBS.
ocr 3 I) 2002
. 'ntinue'don page 2
,..
i
. WARNING. vt,!,FY Q!~lc:IoI M,RJo.JIIllillS AND READ ALL NOta ON THiS ANI! TRUSS DRAWING NOta BEFORE USE.
DuIg'lYDld for Ullton~v.flh LfTtkconneotcp. Thkdl.llTllltxJlGd_C)n/yuponpmtlTllilters~ and Is fc:ra\htNduafbJldIng .........,... ~ to b& hGtolGdond loaded
"IlrtIcaIy. Ap:lDoablJty otdMgn,..". ,., _ CJ"ld PfOPI'I R._..._......l of ctlmponent", re5P(J"Otlllly otbI..Jt:A'"Q dssIgner - not IMs dest1*. Bractro 5ho'.m II for lateral
Il4'PCrl oIlnch1d1lCll web members only. Addllonol .' .- _ ., brachg to nnn stobllfy dudrQ eomtnJcllon ts 1he msponslbllily of the IIBClor. AdcIlIoncA permanent .
I:lla::Ing O1'theoverol structL.Jehtne "'\'-.' .._~.:" ot1he blJI.:tlg destJller. FotQeneral guidance regcrdlnc; fcOlcoIIon. quciity control ttorogo,d9Iverv. ClI'9Ct\on tnf
blocIng. CClt'8lt QST:88 QualtySlonccird. 0SB-89 Brochg $pee IcotIon. cn::I H1~1 Handling hdcllng c:rdBro:"o Rece _, :'. -':n ~ from Tnm P\akI hliMe.
583 0'Cln0M0 DrM. ModIstln. W1~719.
"~'
theTRUSSco.
. lUl1.DtNG stJPPLY INC.
SEP. 01 2004 4:31PM
HP LASERJET 3200
p.14
JOD I russ
HUSS lype
----uty -l'/Y Hayden (;ascade"A"\ eelZJSS
i
2 1
CASCADEA CGE
FINK
, 1 ne 1 russ \;0" eugene, UK 1I/4Uo<(
(optional) ... _ .
4.o<(U'1 ",,,'I.S NDV lb o<(VU i MI.eK mDu~,"es, mc. IVIDn UCI LO'O: '0:1:> LUUo<( t'age z
'TES . .' '.
.' fThis truss has been checked for unbalenced loading conditions.' , _
.j Truss designed for wind loeds In the plane of the truss only. .For studs exposed to wind (normal to the face). see MiTek "Standard
Gable End Detail"
3 All plates are 2x4 MII20 unless otherwise Indicated.
4 Gable requires continuous bottom chord bearing.
5 'Gable studs spaced at 1 +0 DC.
6 ,This truss has been designed for a 10.0 psfboltom chord live load nonconcurrent wI1h any otherllve loads per Table No. 16-B.
UBC-97. .. i .
'7) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 4 Ib uplift at joint AP, 2. Ib uplift alJolnt
: AJ, 14 Ib uplift at JoInl AI and 171b uprlflat joint AF. .
8} This truss has been designed wllhANSlrrPI1-1995 criteria, .
LOAD CASE(S) Standard
.~ .
~ )
. J
-
': ), WARNING. \IBlIFV DESIGN PAIlMm(RS AND READ AU NOlES ON THIS AND TRUSS DRAWING NOTES BEFOIlE USli.
.. -Detlgn void far u. orw \iIdth Mrek.4 .. ~_:_-L fNI d-""II t:Ued oriy~ paramolslI shown. '(I'Yj 1$ tor m hcIIAdud buIctng ....... _,,~... to be Instoled end looded
vedkxJIV. ~ of deaV\ parC::l'l'l$lert O"'ld popel nccrporallon of ~Ol1enl II ru$POnabIIty of bJ IdIng d8s1gner. not IfussdUgw. BrocIro Ihoo.m II for IaterCII
wpport 01 hdMdLCI web members onlv, "Addltlooal rempOfCY bfactlg Ioln$ur. stcbllty duma COf'IItnJC'Ibn I me responstbllVof 1he ereclor. _ ..J.~.. ,.' ..' ,. ..... .
bracing orb C'o'lral structure Is the reSpotl$lbllty Of the bJIdrO'd~rw. For generd gulda'lCe 18goldlng fabrication.. Cf.dly conha~ dorcge, deIvery. 81ectlon and
broeng. eOl"llUt QST:68 QuOlltvSto'ldord. DSB-89 8fachg Sp8eI1cat1on. and HlB-91 Hordllng lnsIoIli'lg and IbcIng ~".~" _~. ~:. , ~ hom TIUIIS Aate InsIDutu.,
S83 D'Oncltl1o [)rt(e. Madlson.. WI 6.1719. .
,If
theTRUSSco.
. BtnlDIlfGI SDPPLY DIe.
SEP 01 20b4 4:20PM
HP LASER JET 3200
p.16
,'lIJOD l'lrus8
I CASCADEC ! BDM
)..
loe I russ \,.iO., eugene, Un. =' f,'HU.
. Truss lype
BOSTON HIP
-:----'_. '~.__.. - 4.2u1".
rOty . TPIY- TRayaen l~sCilleG)\l105'lTSS-- -.-.,
: I '
.1 ,1 I .
! I . I (optional)
SRlSl'ilOv.'lo,",uu0MJleIt1nausm.es, me. r-n,",ug.:n n:.n:-'O"w"\ t'"age 1
. . ~ '1
)}
~.__. __..__ ,--1J!:9:.~_._
1.0-0 1l).().0
+. _ .._....n..__-' 20~
10~
.c~!1=!l
1-0-0
SaIIe-1:47.1
4x5. .
G
I e/~'
,~~0
!~I" . _"" '"'-
Nailed
5x5:.. 0
21<4 II
Naled
2><4"
s,OOfIT O~/ ""
4ra=/{ , '~N~~~~
NI'..... 1"'" "
c- ~J
.' . "t;i' - ". .
~i--.' ...11.... -:.~~~:
. --_-...., I ___~-::---
. ---.;:::-.u....-<::::. _. _
."'___--!J.lL,..... '~~. . .JU__.
filled Neled Nailed
2><4"
"
.;
~
K
7.
~
L~
Haled
-n
Nded
N
3ra ,
No'"
M
2x4 II
. Nailed
.....
.10-0-0 __,__... . I _ 20-0-0
10-0-0 10-0-0
~"PJale vn.~e.~ ~^.L!...E...ID:U-,.g.\rV-LI. [u:~.I.U-'I-'IOI.!. IJ:V+-,'~;J;1:S~~~'i'_~4:..~~~=;:"""
LOADING (osl), i SPACING 2'{)'<) CSI DEFL' in (loc) Vdefl
TCLL 25,0 , plate. Increase 1.15 . TC 0.98 VertlLL) -0.15 N-o >999
TCDl 8,0 i lumber Increase 1.15 Be 0.99 Vert TL) -0.24 N-O >989
nr:ll 0,0: Rep Stress Incr NO WB 0.50 ~~1gt-J. Mi~~~efl = ~o . nla
""J~:":. .7,0. ,!~d~. UBC971ANSI95.. L .(~lrix),._u_,
MBER .,' BRACING.
. "., P CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 3-6-D oc'pu~ins. Except
BOT CHORD 2 X 4 HF No.2 2 Rows all/3 pill . C-J
WEBS 2 X 4 HFSPF Stud/STD BOT CHORD Rigid ceiling directly applied or 1~~0 oc bracing.
OTHERS 2 X 4 HFSPF Stud/STD
1- -.. -
---'--j
.___h" ." ."_ _._. .. .. .
...-. ----.--.-.-.....
PLATES
MII20
GRIP
185/148
Weight: 93 Ib
REACTIONS llb/siza) B=1372/0-5-8, K=1372/~5-8
. Max Horz B~35(load case 4)
Max UpliflB~161(load casa 5), K~-161(load case 5)
. :
FORCES lib) - Firat Load Case Only . .
TOP CHORD A-B~29, B-C~2503, C.o~1317, D-G~1246, G-H=-1246, H.J~1317, J-K~2503, K-l=29,
C-E=~O, E-F=~O, 1'-1=-840, I-J=-840
BOT CHORD 8-0=2150, N.Q~2130, M-N~2130, K-M~2150
WEBS C.Q=273, J-M~273, F-Ga839, H-I~91, o-E~91, C-N~l84, F-N=650. J-N-1S4
NOTES
1) This truss has been chacked for unbalanced loading conditions. .
2) This truss has been designed lor tha wind loads generatad by 80 mph winds .125 fl above ground level, using
. 8.0 psI top choRl dead load and 7.0 psI bottom cboRl dead load, 100 mi !rom hurricane ocear.lina, on an
., occupancy category I, condition I enclosed buDding, 01 dimensions 45 It by 24 It with exposure B ASCE 7-93
per UBC97/ANSI95 II end vartiesls or canUlavera exist, ,they are exposed to wind, II porcha. exl.t, thay are
axposed to wind, The lumber DOL inaease is 1.33, and the plate grip Inaease Is 1.33
3) Provide edequate drainage to prevent watar pondlng. .
4) This truss has baen dasignad lor a 10.0 psf bottom chord live load nonconcurrent with any other live loads per
Table No, t6-B, UBC-97,
.5) Provide machanlcal connection (by others) oltru.s to bearing plata capabla 0lwlthstandlng1611b uplifla. joint
Band 1611b upliflaljolnt K .
. 61 This truss has been designed with ANSI/TPI1-1995 criteria. '
7 Design assumes 4x2 lflat oriantation) pu~ins at ocspaclng indlcatad, fastaned to truss TC w/2-10d naU..
S "Nailed" Indicates 3-1Od or 2-12d common wire toa-nalls. .
LOAD CASEIS) Standerd
~tinued on paga 2 . .
'~.i). 'WARNING - VERIFY D~'~ PARAMElERS AND READ All NOlES ON TIlISANO lllUss DRAWI~" NOTES aEFORE use. ~
DeSIgn void fDllM only \lIlth fo.o1O'ek c~Ica.' nu dt$lg\ b baMd aly l4:Jon parcmeten IiflO'M'\. onCI ~ r:lr 00 tr'ldMdual buJdng C:)I;')pOnent tQ be hstcrled O"Id Iocded . .
vetIlcOl1. .' "'''''H_~'''.. 01 design parameters end plOpe, ..._......_..... of componenlls f&spanslbllily of bul'dlng dsslgner _ nolllUS!. designer. Ikochg sr\Ovlf'l b Iorloterol
support at lndMc.luaI wob I'1"l9mbclri only. Ad:IiIIonol tgmpaorv bracing 19lnsurG Ilobllty <1rIng oOnshucfjQl\ Is th9 leJPQnslbDIIy of the erector. Ack:lItIonci permansnl
broa1g of 1he O\'8tOI5truc:hnG IlIhG responst:Iity of1he bu'klng dBdgrMIr. For general g~ ~ordlng fobrlca11on. quoIty.control, ItOfoge, delivery. ~ ald th
broctlg. COft5\lt ~~QuoIly Stoodord. Dsa-89 Braclr)g SpeoItIoatlon. and HIB-91 ~ hIlolW'o a'ld Bracing ~. ~. ..- ;,-., ovolloble tom In.JSS ~.lnstltut.. e.l..&c.U."."co.
5B30'Qna(ri00rf\'l!I.Modbon.Wl537"9. . IrBU1tDQlG,SUFI'a'INC.
SE~ 01 2004 4:20PM
HP LASERJET 3200
p.17
...00. Ir\llio i InJ~~ .ype II.,OY. IrlY I nayaen l",aSC8ae\"J l~...J\i'.iJ'>O
CASCADEC J1 jROOFTRUSS . 14 11 I '.
. ..__-.:...______'__.__ W~~ _..I (optional!.
loe ,russ \"0;, t:ugene, vt'\ 'd/4U~ ...,LU I . i)n.1 8 NOVI!) 4::WV MlleK Inausmes, lnc. rnl\ug.:ll ","I;")l:lf,,, ""UlJl "'age-I
n
1_-:1-0-0 -,- "-I ,_
1-0-0
. . .. _ .'.10-3 d_.
1-10-3
---~...
0-'..1 .
Scali D 1:8."
~
A
6,OO~ ./ /
.//.o
B . ~~- ~-----.--Jh
~ _________ A~
/ 0' 0
...... ........... '/
.-/ IL.'<~
w<'
s
A
...___.~ ...... .1.11~ ____ ._. .......-1
.1-"-4
1"'1818 unselS '^.Tf.. IC:lI-:'::-"U.U:]:OJ =-=--=----...---.=..:::_=...:-==~.~.... ~~"':=~~~'_='~= ..~':"-'_-'=--==='=-__~=':'" --.--.---..
---- r-" ----,--. -,------,--,- '1'------ --,..--'-.------1.-------'--------
LOADING (psf) 1 SPACING 2-0-0 CSI DEFL In _ (Ioc) Vdefl PLATES GRIP
TCLL 25.0 ! Iila!e. Increase 1.15 TC 0,25 i Verl(LL\ 0.00 El-D >999 , MII20 185/148
TCOL' B.O I lumber Increase 1.15 BC 0.17 I Vert(TL 0.04 El-C >534 '
"eLL 0.0 Rep Stress Incr YES we 0.00 Horz{TL) 0.00 nla
'~ER_7.0 j _G~eU.oB~~:~~N~~:5 _.o._.o~Mat~~ ,_.L__:~~i~GMinVdefl~~~().--.-,-." Welght61b
"- )lP CHORD 2 X 4 HF No,2 TOP CHORD Shealhod or 1-11-4 DC pu~lns, . -
-eOTCHORD' 2 X4 HF No,2 BOTCHORO Rigid ceDing directly opplied or 10-0-0 ocbreclng.
REACTIONS lib/size) B=1631O-5-B,D=511Mechenlcal'
Max Horz B=50(lcad case 4) ,
, Max UpliftB=41(Ioad caee 4), D=-22(loed case 4)
FORCES (Ib] - First Loed Case Only
TOP CHORD A-B=28, 8-<:=-56
BOT CHORD 8-0=0
NOTES ,
1) This truss has been designed Itlr, the wind loads generated by 60 mph winds at 25 n Bbove ground level, using
8,0 psI top chord dead load end 7,0 pel bottom chord dead load, 100 rn; from hurricane ooeanline, on an
occupancy category I, conolUon I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93
" per UBC97/ANSl95If end verticale or cantileverll exist they ere exposed to wind, If porahes exist they are
_ llXpOSed to wind. The lumber DOL increase Is 1.33, end the plate gnp increase Is 1.33
2) Thls truss has been desIgned Itlr a 10.0 psI bottom chord five load nonconourrent with any other live loads per
Teble No. 16-B, UBC-97.
31 Reier 10 girder(sl for truss to truss connections,
4 Provide mechanical connection (by others) 01 truse to bearing plate copeble of withstanding 411b uplift at joinl
, Band 22 Ib upon at joint D, , .
- 5) ThIs truss has been designed with ANSIITPJ 1-1995 crllene. .
LOAD eASElS) Standard
----.J
WARNING - VEIlII'Y DESIGN PARAME1II1S ANa R(AD All NonS ON 1lf1S ANa TRUSS ORAWlNG NOTESJlEroR( USE.. ~- _
O8SIO"YCldfa'usecn,wtIhMllGt......_.._..l Tta~.bo!lKIOC'ttupon~f:l1OwI\ordIs1Ct.O'lt'lCl\llO..CltJl..6::lng >>___.... . :'lObewmolledonaroooed .
verftccft(. N:lPIcoblltyc1dngn... _ '''', andIJI'OP8L_~..._._.__.. Of _._~ .......__'Is '",". ">>~. 01 b.ikInQ deSi!7e'.nottnm doQgner. Bttx:Ing It'owtl b tor bterci'
~of ~ webmtmben Ody. AdclUonol ',." ". . . brachQ to ,,",LIe Itot:lity o...no oonmuc11on Is the rt:SpOnaIbmfy' 01 tl'le~. AddiIlord.... ., _ '
broctngattheoveralctru:::hlebtTle ._,_ _ ~,_'::,-_ of1hebIJI:lngdeslgnlf. FOfQ8n8ltlt g\.tDlcGregOldZlg fobflcot1on. auclllyco"'rtroL dor'age, d81Nery. .,.c;lloncnd the&AU~CO,
bfodng. C<<II'A QSI'-8SQucltystorldard osa.898roc:hOSpeolf"ec:atlcn. crdJ.l&.91 HandIng hstcB'lgonc&odng ',..." ..-". C'IO'IoblefromTrLuAafe nstIute. .--"IJi'" _..._
$83 D'Onofrio Jnve. ModISor\ Y./15!7l9. ___ ... iI...r..... ,In.....
"
SE~ 01 2004 4:20PM
HP LRSERJET 3200
p.18
. '1 .100 I nJSS ! I russ I ype ; Yly .! I""'IY Mayaen ~'I..oascaae '--iJ \l::fl.iOtlJ ;:)0)
iCASCAOEC .J4' jROOFTRUSS . :12 ,1 .'.
I . L" l I \OptiOnal).
t ne HUSS (j6.~ t:ugene, Urt tJtltu.t ~---'.---~----4:2Ol-'" ;;)rn Ii ....o'l1o,~W& MUm. nQusmes, inC. rni'\ug ,,',. I'l:.:t'i:"t.:t ~\.A.n ,...8ge f' .
~)
1.0.0 ...__~~~.
1-' .--'------1--. - ..-...-. - ~
1.0.0 ..u~
_.__. _.n -n--1
Scale -1:1fi.1
c
6.00 IT%'
J -,
~
"
. //'
//
. /'
I~. . 'B/;~ '----.---..---..--J
!~ ~~.C____.__n_~~.._.___.__.
^ ~// ?J
3~ ;:
D
'LOADING(psl) ,
TCLL 25,0
TCOL 6,0
.BCLL 0,0
BCOL 7,0
CSI
TC 0.19
BC 0.12
we 0.00
(Matrix) .
O' ____.., 4-0-Q...
. 4-C,O.
.;:=--'--=':';"_.o~ ::._~ '..-=.: . -=-_-=~=_ _~.:._ :'::".=~==--=-::::-..:=-;
DEFL in (Ioc) IIdefl I PLATES GRIP
Vert(Ll) -0.01 B-D >999 ; MII20 165/146
I Ver1(Tl.) -0.02 B-D >999 '
, Horz(n) -0.00 C nla !
: . 1st LC Ll Mln Vden = 360 . ; Weight nib
.~_____u._. ". .. .....", .. __.1. .... ____.
BRACING
TOP CHORD Sheathed or 4-0-0 oc pu~ins. .
BOT CHORD Rigid eeilln9 directly applied or lp.o.O DC bracing.
. -- _u____ _ ...1
!.--..-
_____._ ....... .._n._..__'__"_.
--..-. -..--.t.-.....---., --
I SPACING' 2-0-0
I Plates Increase - 1.15
, Lumber Increase 1.15
! lIep Stress Incr YES'
I Colle UBC97/AN5195
.j h
i'lIIBER
, . }'CHORD 2X4 HF. NO.2
TCHORD 2X 4 HF No.2'
... -, .~
REACTIONS (Iblsize) C=103lMechanical, B=237/0-5-8, D=25lMechanical .
Max Horz B=55<load case 5) ,
Max UpliflC~14(load case 3), B=-34(lilad case 51' D~load case 3) .
Max GravC=10300ad case 1). 'B=237(load case ). D=62(load case 2)
FORCES (Ib) - First Load Caae Only
TOP CHORD A-B"26, B-C=38
BOT CHORD 8-0=0
NOTES . .
1) This truss has been designed for.the wind loads generated by 60 mph winds at 25 ft above ground level, using
8,0 pst top chord dead loed end 7.0 psI bollcm chorddead load, 100 ml from hurricana oeeanfina, on an .
oCcupancy category I, condition (enclosed building, of dimensions 45 ft by 24ft with exposure B ASCE 7-93
. per UBCS7/AN5.195If end verticals or cantil8vera exis~ they a", exposed to wind, .If porche. exisl,they are
exposed 10 wind.. The lumber DOL increase Is 1.33, and the plate g~p increase Is 1.33 . . .
2) This truss has been designed for a 10.0 psfbollom chord live load nonconcurren\ wllh any other live loads per'
- Table No. 16-B, UBC-S7. .'
3l Refer 10 girder(s) for truss to truss connections. .
4 Provide mechanical connecllon (by otheral of truss to bearing plate capable of withstanding 14 Ib uplift atjo;nl
C, 34 Ib uplift at joint Band 8 Ib uplift allofnl D,
. 5) This truss has been designed wilhANS1rrP11-1995 criteria. ,
LOAD eASElS) Standard
]
'-:I
~ . . .
. :A WARNING - VERIFY DESIGN PARAMmllS AND READ AU NOlES ON THIS AND T1lIJSS DRAWING NOTES SEFORE USE.
Dmtgn \IOIId br use oriy with MRet ~~. ,.' _ ._ .'~ 1hII CleSlQlllS baSed oi'IIv ~ porameten shown. Q"\d b fer an hdto.1dllC1 buIdIng component to be hsfal'ed cn::Ilood9d
varllculy. ApplIcabllfy cI destgn.. ~,.. ',.. ~ Q'Id proper .__....._......01 compone"lf brir.pcnslblltyof buldlng detignel-I'loftn..m designer. Brnchg shciwn b for 1at1lM'a1 .
aJpport of hcI\IlidlJoI web memberl <::ny. AdcIItonall8mpO.-ory b"odng to i'lsIur. stobllty dutng COl'\$fn.lCtlOl'l1S 1M mponsIbItyOf the erector. Adctl1cn:J1 pennanent
broetg otth. CMlfollIItLdl.nl k the ~ty of the Wd'ng dlt~Onet For Ql!!nerol gutdance regadlng ._ ..__u... qJcllty ccntroL Itotage. dellYerv. 4wecfton end
broc;ng. comul~ QSl.aa Quality Standard. OSW9 BrocIng Spec:lftcotk:n, and HIB-91 Honcllhg hltallng cnj &ocro Rec. _ _ . __ _ -. ',:. avoIct:l!e from Truss Plate htltute.
S83 O'Onotrlo D:1ve, Modbor\ WI 53719.
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. BlltLDlNGl SUPPLY INC.
SEp' 01 2004 4:21PM
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HP LASERJET 3200
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jCASCAOEC J4A ROOF TRUSS
JOe HUBS \.00., I:.ugene, un. W:4U.t. --------- -4:2Ul
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.russ
IruSS Iype
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1'4 J' '1 .
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nayasn \vascaoe \..} \'dlJb4j ~
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- _.i-,=-,.,"___---"...,.-.--
,-,,,---'1
- ,~'"-,-~~"'".=. --.,----~=l-
LOADING \eol) . SPACING 2-0-0 CSI I DEFL in (loe) Vdefl
TCLl ~5.0 Plates Increase 1.15 I TC 0.12 Yert(LL\ -0.01 ll-O >999
TCDL 8.0 Lumber Increase 1.15 BC 0,12 Vert(TL -0.02 B-D- >999
BCLL 0.0 ,!'lep Stress Inor YES I we 0.00 I Horz(TL) -0.00' C nla
BCOL 7.0 ,c.oo.e. ..~BC971~SI8~_ _ L_ ~~~~).. _... J_~~~ ':I:.MI~ Udeft = 36.0.. . _. _ L
_'__'_h'___
--".. -----.-..--...
PLATES
.MII20
GRIP
185/148
Weight 9 Ib
~ -./;~~'bRD 2 X 4 HF. No.2 ~8'6~gRD Sheathed or 440 DC purlins. . .
, )'" T CHORD 2 X 4 HF No.2 , 'BOT CHORD Rigid ceiling directly applied or 1040 oe bracing.
'REACTioNS (lbls;';e) C=101Mechanical, B=18~, D=251Mechanical .
Max He>rz B=33(load case 5)
Mlix WIIIIB:.431Ioad case 5), D=-8(1oad case 3) . .
, Max GravC=11( oad clise 4), B=188(load case 1), D=62(load case 2)
FORCES (Ib) . FITSI Load ease Only
TOP CHORD A.B=28, B-C:.43
BOT CHORD B-D~O
NOTES. . _' .
1) This truss haS baen designed lor the wind loads generated by 80 mph winds 812511 aboVe ground level, using
8.0 pSI top chord dead load end 7.0 pslbollom chord dead load, 100 mi from hurricane oceanllne, on an '
oi:cllpanCl' category I, condition I enclosed building, e>1 dimensions 45 f\ by 24 f\ with exposulll B ASCE 7,03
. . per UBC97/ANSl95 " e.nd Verticals or cantllevers exist, they are exposed to wind, If pC>rches. exist, they are
:. exposed to wind. The lumber DOL il)Cnlsse Is 1.33, and the plate grip increase Is 1.33
2) This truss hssbeen designed for a 10.0 psi bolle>m chM! live Ie>ad nonconculT!lnl with any othe, live loads per
- Table No. 16-B, UBC-97. " <>'
3) Reier to girder(s) lor truss to truss connectlona. .' . ~........
4) Provide mechanical connection (by others) of truss to beartng plate capable of with sian ding <13 Ib uplif\ at joint r,;~
Band 81b upllf\atjolnt 0, . . - 0 ., \.~
5) This truss has been designed with ANSVTPll.1995 criteria, . '. <>:]
- LOAD CASEIS) Standard '
~
-I..
AUG S 1 tOOl .
1~:(P1P.ES
.'-J
...... WARNING - VElIFY DESIGN PAIlAMrnI/S AND READ AU. Noms ON 1MIS AND 1RUSS DRAWTN~ Noms sEfORE USE, 4-
OUgIvaldtot....ottywflhMlTekp. 'P....1NIcJasIl;onlst:oltd_crlrL\XltlPOFOmeterlV'1Own.Q'\C1lsfofooh;fMWclbtJldt'(JC. ~. ,..tobthstoledcnclb::Jiecl' . _
wrlcoty. ~Oldellgnporan'1etena1dprop..hc.. ".'..... 01._ ..... IlsresPoculbmvotbU~dNlg'*-nottnadsdr;Jne4'. Brack"QlhOwnlsfa.IotorOl'
lUppod 01 ndMdl.IaI web ~ orf'(. ~ tempclfCly tltodng to nus. r.abIIry amg CClf'lStruc:1lo Is the reJPC)n3lbllty of !he moclor. AddItIonClI.. ,. '. .' _"
btochg ottMoYerCIlstruct\H bh NlDonsbllry ollh8~ dellgner. For Q81"'81d QlJdonce regadlrgfat::dcotlon. qJC:dty 0Qntrd. ,iOl0Q8. dilIIv8:y. erecnon and
btol:hg. cansUfQST-aB QuallySknl:b-d, OSB-89BroeIngSpeClflca1b\ and HlB-91 ~ lnataD1g crd!lacang ... ...,',,_.. .':ltkln ~ from Truss PIote nsmute. Ul.e......,.:h:Ico.
. 6S3 O'OnOftlO cme. tIocb)n. 'M 03119 .. . . . BUILDINQ StII'Pa'!He.