HomeMy WebLinkAbout047-500-000PLATE 11 com
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IT IS THE RESFONSIBILIT' 13F 07HERS TO ASCERTAIN THAT THE LORDS UTILIZED M THIS GES:6N IIEST OR EXCEED T�L
ACTUAL DEAD L -IRDS IMPOSED BY THE STRXCT=F AND THE L14F LORDS VIPO�EO tul THE LOCAL BUILGIN' COCE 0-4
H!SIBPJCf;L CLIMATIC RECORDS. 40 RESPONSIBILITY IS ASSUMED FOR GINENSIONAL 'ACCUR:;c
01PIENSION5 ?RlaR: 70, FRSRlCX.ICN. CONNECTOR PLATES SHOWN ARE TRUSUI-;L IS., 18� OR ZO G;;C
T
FRERICSTION SHALL CDHPLI J17H THE DUALITY CONTROL moNuk- OF THE ]RUSS ?LRTE INSTITUT
TRUSURL TRUSCOff ARPIURL RLL PANELS NOT SPECIFICALLY oEsirNRTED RRETO ZE EGURLLY OlY1O
SPECIAL CUTTING- ONLY LATERAL BRACING REOUITREU OF INDIVIDUAL IRUSS .3E.11BERS IS NOTED 0
THIS DESIGN ASSUOSS THE TOP CHORa 10 BE CONTINUOUSLY 9RFzCEO BY SHERTH!4Gr UNLESS 11THERUISE ST;TEO. WmEM
NO RIGID I:EILIXG� IS APPLIED DIRECTLY' H INTERVALS 40T EXCEEDIIS�
713 THE, daTlOft C 393. '1 SHRLL BE margo -PT
PERSOPS ERECTING TRUSSES ARE7 CAUIIONEff 70' SEEK PROFESSIONAL ADVICE 'REZ;AROING TVIFORPRI ERECT*:%
3RACING, U41CH is aLwis, REDUIREO TO PREVENT TOPPLING AND -DOMINGING- EfER TO -BRACING WrOO TRUSSEil
RK,'_ P.: D, TR.U: 5" SIG
- DE N
A -8Z135
SY STEMS
TAUSWAL SYSTEMS CORPORF;rrON. A SIONGOE COnppNr-
MAT EXIST tD;CER
-OMfIENOR711 - (TPLI. UNERE CONFUSION' RNING PROPER FIELD ERECTION
COMMENTART AND BEL
CEEARLI IRRK INTERIOR BERR!N� LOCRTIONS. CA.-ITILEVERS. ANO THE CHORDS OF THE IRUSS To PREVENT ImPROPEi
IXSTALLATION� TRUSSES SHRLL NOT BE PLACED IN ANY ENVIRONMENT THAT ALL CAUSE T14E JIOISTURE CONTENT CF IkE
llaQll� 10, EXCEE0 119Z ONO/OK CRUSE CONNECTOR PLATE CORROSION- CAMBEP� UNEN NECESSRRr. ;i BEST DETERmINEC BY
JUGICTOU& APPLICATIOP OF E'yF5RIE!tr ZFE OF RESPEMSIBiLITY
IS LONGFELLOW LWDE <3838> I 1 .30
.54
z Imile 2-.
tiW I
10 tv,
z
a
pot& IMMOLra SPEMES v TFMOS SPAMS -AS MUTED BELOW- Ftlawy fO�
be ANNIMPIAL
- 104r0- OF 1�jr :NJ j4jr� L bamem" lb ommy me summalft At on
S=F ",nr �rfl — U016-00=0" Now
is i a , , - dA* As Coop �,Wv a
44, its �l 47 4
CHORD I - -40 A.
-4, P 26 '1.1 3EV 26* -23' as 3" �60 6
a07"m V-0- A go 24 -340'
ON ce"
VW"EB WDAW!Rs S741amMoFtiF.IWGAADE$*M44PLto*2fF3A-MOOtASk=W
:Zxj� ST ANDARU Vi? STUO GRADE KEM-FIR �FOR VbEA Ht"ER3 TION
-6.0:12 PITCK 4/4 ZONFIGURk
I LATERAL 8;jACTV9 REM11PED FOR �SPAK i* W . I
LL+t)L ON �RVOF S, 32-0 V3F�
LATERAL RR&CMS QEnUTP.EO F90R Ik CIS`
DL hs; CEILING V 10.0 PSF,
TOTAL !DESIGN 'LOAD z 42.0 P, - SF
ION TAI(Eu.�
OF7 P'ANEL POINT 11PLICE (T23 PSF CEILING REDUCT
R6.0X6.0,746 'TO 48' AXIr". STRE3S, ONLY
Q4�.CX4.5#T44 'TO :42 0" L04D OU2ATION` INCREASE -11.15
pfat. JOIkT DETA-IL Ail am. ER: FORCES- REACT.tQ,%,= 1 .7 6
MA%14UA TRUSS� ,4E*qg
T 5, 4 41, a 3.5 4.81 S. Sri* &S
Zx6; RJ;.&Xfi.G.TS6, '42' '0 2. D 4.8i 5 -:996
ztfi, R; . 01 . 6.0 T46 36' 9' 2 ?_b6A I - 70
'X4 P _T44 3S' RANEL PONT SPLICE (T -M T :ar -l'9gl -8 -,2 101
2xA R3. 3.?, :39: :2 -Ts. To
9* TO 42' Z�'
2xr via. aX4,s+. 15.wrh Vs" 6*�
6.00
SPLICE
079. 4v 6L. L% T� .5/n TO 41j' NI
-2. Do 3u MF_0
ILU NG DEPART
T -O V) 0
TJ2
P
12
r7 i070 j
to
Bi
829
PLO
PCINT SPLICE OW) P606EL PDj."T SPLICE (KJ2) no uEa I,
�PANEL
;P.3 9 To �4Q O'k po T
R&.JkX.7�.S,T�-B To PA" .2
R4.151',%5*7`58 TO 49' Q4.0X7,.5 T.n, 47, a
pa.k _. R3.21(b.0- TO AV 10 N
10 36. To . W3oj2)iQ',b 10, 4 2
R2.;f%S TO 31 011
'10 ':31 ' 'S ' P"3 .;� 3(7 4. 5 -TO 18' 3
A;O �SPLICEL
NO SPLICE TO, 26# 0': 93.21w.a, -To 3n, go
.5,T R2_4XI1.5 -
2.VA TO 48' 6'V%3=2x4) 44'
a 42-
RZ,16%7.5�*T2.516 T DOUG -;FIR SPRUCE�PINE-FIQ
a T,; 6, * Jmw�n I L
T47 -TO 08* '--A To �4ag Jm IL
TAb TO 441 TAT �47 1:
�* fo -4,6 o
To 37 T a,#
TA95
136 'TO 33," S�! T,�S TO lgz� 5
OFF PANEL PDrNT tl'LICE M) W' '31, 10 -
TO 2V 0
Sy-revicwl Q2.4X6.0,TZ.V6 'TO 36 #
Abmt
TO 311'
C
&NOWL. can sammix cw f, All a mscmm
raftswommm
T i-48-6- 4?* 1?41 w SYMEM
L W"= ft- -in: w too pw swo—w-w- iwv, 1-409 w,w ON~ be Ow sm YL
DAM Allgf79 AN -pow Nowmatma
t"o 2 3Vrs0ft CO"PW—W
Miff.
78
of M_
tj OF 91, As
Tam
----------------
FLATE T Woe SMING DATC IT J.' THE RESPCHSIFILITY7 OF MHERS JO ASCERTAMINAT -7,4e toplis UYILIZE9 ft TIjI&,z!-�Sjcx gtkT Olt -ErCEED , Tw_.
R-55000 usc 24-004 04C4 11/42/65 ACTUAL DEAD L-OFOS �AFJSEO ST-ImE STRUCTURE, mm i:iE UVE-LOAOS IRP-OSED BY '
HISTORICRL -CLIMAT:Z RECORDS. NO RESPOMMSIL171; , IS ASSUMED FOR Dlmxbl, ORL RCCURACT, VEWV� ALE'
01"ENSIONS PRIOR -0 FAS!.MAIICP� CONNECTOR PLATES SHMN ARE TRUswpL 16. Ili -,'OR 2OXACE, . Itt, SPECIFIEC��
FABRICATION' SMALL COMPLT U17H THE OURL17Y CONTROL na%U , OF TRU
NL � THE 59--PLRIE R -to .7*S
uvswk Iftuscon -ma*M4. ALL PANELS NOT bPECIFICALLI -DFSjMRTM'RRE TO 21Ej.6UMLT--MV2 ED. 11, -OfmOns
K I SPECIK UMING. -f;MLT LATERAL BRACIND- REOUIRED OF INDIVIDUAL M53 MERIEFT- 18 _WU4EDtM 'THIS znpwl%&�
THIS DESIOW ASSUMEE. THE TOP CHORD -70 'BE M"TINUOUSLY 'BRACED 11al E13 �WIERE i
G 1IT"AHERTHING;UALESS OTHERWISE
RN R G VrR",t), n E 81. NG,;tIOIO CEILU�ftLI" APPLIED 019ECILY - TO THE 5C17
011, 'MM. IT SHRUlf -BM;EO;R7 INTERVALS -hDT- ]EXCFEDIM.
At 10 1�0"* PUISONS Et;&;7l:3G TPUSSES ARE EPA171014ED M' SLEX FROFESSIONRL ROVICE- &MADI%G 70Puw.� SERECUlux;1 -
BRACING WHICH 15 2F!t3fTS,, REQUIRED 10 PREVENT ;TOPPLING AND IW-16RACIN G- MIGO.-TRU&SEst,
Co"MERIARY iANt: AEUMM13ATIONS' 11F11- WHERE COkFUSID14 May EXIST
CLEARLT rAF.K INTERIOR SEARINO� - LOCATIII t
FILJZ =�r.44-6-39-s E Ms. . RNTILEVERS. Ann THE --"(IjlOS OF- JHE I, Tv- �PREVEXT InFRWERI:
v INSTALVRIMP-i-IRUFS S SHRLL NOT BE PLACED IN ANY ENV: R ORA , , THAT MILL-ERUM-THE TMISIURE iCONTEM] Q;
WOOD WEXCEfl '31 ANOIOR CqUSE, UJIMECCIOR PLATE ?TBER
40,22 TRU' .04L. SYST!.AfS MAPOPATION A WM-XtCES5RW;,71S SEV OE1EjtNI%EB�#
- litJOICIOUS VF -'EXPERIENCE, RMO THEREFORF .75 OUTSIDE ' 25CM;DF -K Ti
ii�iiTHE_ �-ZCMIV PJILM.
OF -tSrn*ZA
ST,
-4,
"A — �VWV
L qc
72120 72120
�/d: 2445
X4-
3275
ztzo
3275' 2X4
WEDGE'
WEDG
7290,(S) (S)
4
&'-6-
- 0
41-
2 -01-0." OVERALL $PAN
0013F-
"MV
R U S:W R L
SYSTEMS,
N, %J
TRUSwAL SYSTEMS CORPORRTEON' A SIONQUE COMPAmr
ON M E:
IT I&THE RESPONSIBILTIT OF OTHERS TO ASCERTAIN THAT THE, LORDS- UTIL12ED ON THIS DES. ET 01 EXCEE!)
RCTUAL OER11 t3ROS, IMPOSED al' THE STRUL7C",l: AND, THE LIVE LORDS IMPOSED LIT THE LOCAL BUILOINS CODE CH
lf!STIIFIICRL- CLIMSTIC RECCFOS� NO RESPONSIBILITY 75 ASSUMED FOR DIMENSIONAL qCCURqC!.- VE71FI ZL-
FRE I ^N. OWN RAE TRUs;iAL JE. IS. Cp W GFim as 5PEC-1ED.
aTMENSIC%4; PRIOR TO RICAM CONNECTOR PLATES SH
C114110L
FRERICRTIOW SHOLLI COMPLY J17H THE 'DUALITY MRNUQL OF THE lR(JSS PLSTE INSTITUTE tllPil- Ar,
IRUSWAL TRUSCOn- ARIJUAL.- ALL PANELS HOT SPECIFI CALLT ofsirmm ARE- TO BE EGUALLY DIVIDED, 4� DENOTE-.
SFECIRL tLtTT.TNG&. ONLY LATERAL aRncliir� nou!fma OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON 114,15 DAPklxZ-.
THIS GESIGh ASSUMES THE TCP CHORD TO BE CGINTINUOUSLY 309CED BY SHEATHING UNLESS OTHEqUISE STATED, WHERE
THE aaT-t0M. CH395. IT SHALL. aE 5RRCEO-RT 1. TERYPLS NOT ZXCE- 1r�
NO RIGID CE.ILIRG� is, APPLIED ZURECT-LT TO 4 go
-0-. ' 71RUSSES IONEG 70 StErt PROFESSIONAL ADVICE aEZ;ARlIING TEMPORFIAl ERECTIZ-4
ID7 PERSO;45 ERECTING RRE CAU7., -JOPPLING FIND -ODMINOING- ., REFER TO -58RCING WOOD TRUSS
3RRCINO WHICH IS ALWAYS REGUIRE-0 10 P EVENT Ei*
COMMENTARY Alia RECOMMENDATI214S TIP11. WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION,
r LER-LT IIARK 1,111ERIOK BERNIN7- LOCRTIO S. CWILEVERS. AND THE CHORDS OF ;HE TRUS-5 .70 PREVE4Y IMPROPER
INSTALLR7116m. TRUSSE& SHRLL NOT BE PLACED, 18� ANY ENVIR0841ENT,THR7, WILL CAUSE THE MOISTURE CONTENT Of ThE
WOUG 10.1 EXCEED. 19Z ANDIOR CAUSE C09NECTUR: PL97E CORROSION. ASER. WHEN NEC,EssARt. i'i BEST DETERmINEC ef-
CA ',COFE OF F I
JUDICIOUS APPLItRTTOM OF EYPERIENrz 440' THEREFORE IS allTSICE THE ESPONSIBILITY, F
Al TR D E 3'
REFw A-82135
6 LONGFELLOtt LVIBE -13838> 1.30
A-6-nll V 1p-,
=�ljl
GP
FROn UEFT' TO gmrr
LUmqEff $PECIFICATMS
101BER FORCES
Tdf- SEL-STWI. MEH-FIX
Tdf� CHORD BOTTOM CHOW) WEBS REACTIONS
-t864- REAcriou a t= 4796 r1l
r t::� -5564, 8 1 =- 4Z75 W: L= 1135-W4=1 t
WRO'
mrr, OF -L
Z -1747 :B' Z= 4275 W 2= -teu g s::� Z135- REACTION, a 5= 47s&
NO. C10450
3
3 - 74,7 a 3= 4275 9 3= 4542' REQ*D 130 IN)
-5584, 4275 BEARING AREA
sor otom MEIT-FIX
BEAffING 0 t tt�85HF/ 7.880F
tl-8SHFJ 7-68OF
STANDARM'M STUG OF -L
N
PR041DE FULL BEARINQ
SERIES OF
�roR, ft -5000-
0 F MM
ORT-.fsir� snNs- TO, 3Z- G"
MOM LOSOM6, -MOW El'
Cf ioRg = St PLF -
LL,4L'Off- TOP -a
�0?4, earTalt C�JaRff = 425--G, FLF
:SnirlETRICAL P3GUT
rQ'rAL. LOA or 472.n, PLF
'So -2 -9" 4
4
ijrl;,rl
So DEC.
t8.6a
t3u TG COUNW
csl 1*15
L/20±6"
t2
PA to
3UILDING DP 'WI—MP—W
+ 2x6a. 162, 95
24' 5
Z Ta ROOF DIA2HRAG'd-
LATERALLY �5RAC OVED
APPR
96135G
0
L
FIROV�DE FULL B8ARNA
-72120
N(S)
72-90
2x8 #2 01-
�-4-0` OVERAL-L SPAN
It 15 IMS RESFONSIBILITT OF WHERS -0 ASCERTR-fm NAT THE T-r9f;S ifTILI W1, D%� THIS DtS;C*, JEEI GA.. EXCEED IKE
BY THE LOCAL 3UIL3INC-.EOZE C
GRTF-
I. L 161,
AMY THE
ACTUAL GE90i LDPOS lrPOSETY ST THE 579'ICTUxlS LIVE LOROS �:IFOS'13
it lylrlEMSIG14PL Acctjiipcv�
HISTORICAL CLIMATIC AEOROS- NO ?IESPIlt-51BIL17�t IS ASSU EO FOR
f�-sasall
-
Ta F;3BRICRTION. CC!,K-Z4 PLATES SR394 ARE TRUFM 16� I a . � esi� Za CQGE
Oj,.jElxSjaNb PRIOR �,ILATE INSTITUTE �7?17 A"a P -E
-1 '- -11-OL lq;;MljqL' OF THE TRUSS,
FABRICATION, SMALL 'WITED ARE TO ar, EOUPLLT OIVIDEP� a �;EhWEB
TRUSC-OK ?119M�RL- ALL PFRAlELa f#Ul ICAI.t-t G2-�IG ED ORAiiimG.
LATERAL SP �URt IR NOT
SFECIAL CUTUND. Gic 1 41:1110, AEOA-REU SF 1911VI Liss MWEPS IS 'Fit Aw
u, Isit S-TATED-. UmEFE
NLESS'o
G -V T R US - DES I GN
R L
, -z
THIS GESMv RESUMES Tfi-- TCFCH2AO- 10 SE BA":3ED fit Sn;-T)#Tsr
lfv 3 . I- ShALL BE BRFM
na farla, CEtLl.*;G, is APFLIRPCIRECTLT THE ElY qT 1.47ERY
PERSONS EPECTIV& MUSSES =3E M SEE* PRCFE--STWIAL ADVICE REURRDT"M"T"EMARI
A MG-'tOOS ZRUSSESs:
MACMD, WHICK is r'LwAlsS lmflan -,A gNa �ZOIIINQIWG' --' REFER: �13 -3q CT
*0.45- IT;,I;. s+-Elz it EXIST rapsCgR)41mr, PROPER FIELD, EFESTI"�
Cal"IL47ARV AND MlmlmqT�
CLEARLY "SRI 187ERIOR, R2ROS OF THE TRUSS -:0 PREVE-#7 111PROPEft
eqp;15 � Alm THE v OF
REF -w A I
SYSTE. M'S
I - .
11 5CONOCE M-FAMf
�Tl'
TR _ CAUSE THE,rDISTURE: CON
'a
�LL NOT SillRONMEN
Ig EICEED 191 �JmOJOR: CAUSE ClImMELME Pt W� C251ROISION. CA"Ek, UHEN ml 'CESSPRt- IS BEST OEIERMIME4 7:�
EFONSIBILI'*f 1= TRUS%;9t-
:NG THE UOPE OF RE-
MU--4� SYSTEMS MF?MgTra*
PPLICRTION tF --XP;;RIE%CE I
I
LUMBER SPE(.-;IFCC-.IT[ONS MEMBER FORCES FROM LEFT TO RIGHT:
T 1= -L681, .8 1=
rOF CHORD BOT -OM CHORD WEBS REACTIONS
rep CHORD 2xz z2 HEM.-oFIR 1-161 4 1 '70 W 4--- �431 REACTION, a 1- 868
-431 4 S= 70 REACTION Q_ S= 068
COKSTR- OF T 2= -tt30 B 2z 1361 k Z=
r 3-- -ii3o s i3p, $4 3= to9t
A REG'o 1.30 IN) A
BEARING AREj
T 4= -L681 6 W/ U -390F
Bar croRo 2x4 CONSTR- MEM -FIR BEARING 0 1 2.10,
CONStft- DF -L. �BEARTNG a 5 2.,14hF,/ t-39OF
ING (COM 13
STANOnRO 'Or, STUD DF -L TRUSS LOAD
zE33 ZXA LL --DL 014 TOP CHORD z 2&.0 PSF
VL ON CELLINC- = to -a Psf
PLATING IS FOR R-5000 SERIES L/ CIF NO
TOTRL DESE0,4 LOAG = 36.0 ?Sf
rpnthibfO. =T !!f!'_Ll
NOTE: LOCATEENTER-PANEL SPLICES AT 1/5 LOAD OUkArION INCREASE t-25
PA14EL LENGTH 6 INCHES FROM
EITHEREV0 OF THE PANEL INDICATED-
FLRTE ROTATED 90 DEG -
4045 A
cri
24A 2-4,45
12 t2
L
10
487.5
08 0
COUNTY
4 L
3245 jli DING M-TARTME '2 -1245
-0 0
25'-0 0 OVERALL SPAN
--;rr.-T roar SPACING 0 ASCERTAIN T4q7 ZHE LOADS UnLIZ;: ON &HIS DESIGN AEET OR EXCEED
IS THE RESPO951EILITY OF OTHERS I
CIUSL HAD LOADS ltifCSZD �81 THE STRUCTURE ;;bg THE LIVE LOADS 11POSED 31 744E LOCAL BUILDING CODE MR
C1. I
A-5000 L' ic 24 - 00 -3 t. 570RICRL CL'.'RTIC RECOR1 110 TiESPONS151LITT 15 AESU;lEZ FOR JOIN XSIO AL ACCURP - VZR.FT ALL,j
li! :0114ECTOR PL;17-0S SHM4K PRE TRtViURL !E! I&I CR 2a rArle AS -PMFIEE:-
OVIESSIONS PRIOR 'a FA2RICA ANURL" OF THE 'TRUSS PLATE INSTIVIr-7 VTF�l AND it -E,
FPBRICRIION ZHPILL C011PLI AIJA THE _rURLJ!Y CONThOL
TRUSWFL iRUSCOIS 1101JAL. PLL fj;NELI� NOT- S?Er-IFI",LtT. 3ESTS11PIED ARE 70 BE E9UP.LLI DIViZED. A DENoTfs'
SPECIAL :CUTTINr,. JR40 LR'tE-qAL BRACING AEOUIREED OF qDIVIDUAL TRUSS llEMBERS 15 140TED ON THIS ORRUINC-,
RN :R0VT R U 30" D '_3 I GN 7147S DESIGN ASSUftEf THE Top :.MORO Tr 6-, CONIINUITOSLI 'FACED PT Sf4EPIHJrP-. UNLESS OTRERW3SE ST;t7EO. '"UE
N..RISID CEILvill 11 APFL!7_0 15"REL70 10 Imt Ba*,tort _'lND. I� SFALL BE BRACED =1 11,7ER4;;!.'5 NOT E'�CEEDINV:
J16 -0-- PERS,NS EEL -.7121P, l';hi=5 - I t i�FDFE-SIOHAL ADVICE REC;;PDING lErPSFART SREE-11C.-s
BRACINC, V.HJC)t .15 AILA1115 RE90.t.101ED 10 PREVENT I PPLItc, ONO -�OMINOINV. REFER TO -SPACING AC220 -Ru'55
RRE CAUTICnEn iD SEZ.
T F R L 0
COMhENTARV ASO RECC-�;'ENOATIM" t7P),. WHERE tQNFUS1314 AA�L E_,(IST CONCERNING ?SOPER FIELD EREE110;.
LEARLT MARr INIEFiait BEAR1.1ir LOCA -TIONS. CpkjTLEvtAZ. ONO THE CHORDS OF THE TRUSS 10 PREVEN1 InFROPEN
lNS7ALL Tiqu . TRUE' -ES SHALL NOT BE PLACED IN ANT ENV!R0
:5 Y:S T Ell a NMFAT THAT MILL CAUSE THE CONi=_NTZF TW
REF- 21 ED
A-54028 IWOOD To EXCEED IS7. ql.10109 CAJEE CONt.'ECT133 PLATE CORROSION- L44 9ER. whEN NECESSART_ IS -2ESI DETTER IN EY
'J C1130S =;FPtJCRTi3fl OF EYPERIENCE SUB TH59EFORE IS GUTS--�E -HE SCOPE OF RESPW.IBILI.Tl OF '-iUSw4L-
LONGFELLOW LUMBE <2141-
C 24 4 37 (4/4) VII 3 15 1 8/16/77 Be a 33 HP /1111 1) H is aENEM MOM:
1. AlWtiple Mgcnbgw
':)W f&)1Topdvordzndwe
GMER Txuts- i�.; SUPPORT TRUSS SPANS AS TABULA IV3 SEL- CINDER TRUSS with 16d. nails �--990r-d at 12" jb) Smornchards anc
COND III er*djBr_ms-11n.gI
coNo Ir r. :2.2% 8 AGO-ON3 10!5* CHORD
3
moR qXROER TRUSS sexionsic, be joirmcl widhi(id nails suggi
COND I O -ON TO RIOTTO14 CHORD
2 11 ZiRaca TRUSS
FGIRDER 2x a AD ATTACHED iAS SHOWN clustered at panel poinu r) as shown an charL
IAEOUF%ED ATTACHED AS SHOWN A -A Brecirig. TsmPomfY and permanent bracing 10 be 66219net
SECT. A -A SM A -A BOTTOM Ff TOP II and provided �bV others. (Design essurnes lwp -choid laters
BOTTOM. ;I SUMRTEDTRUSS So CHORD CHORD
TTOM TOP SU
SUPPORTED TRUSS SPAN So PPORTED TRUSS SP!N— CHORE F-7-91 FFDF NAIUNG Sur, bracing -it
GIRDER CHORD, CHORD NAVUNG tz SlZnE 33 m to,ba �sizsd in -s=rdanc*,.wi%h
FoaTAQ1 38 Hle 2 OF '09 dicsms bo
SPAN 83 SUE ---- 6 �00 84 design 11031:19 and supported WASIP&M + 4 IrI bo
OF NAIUN 109
4 61 mi X6
_��O - 7 0 hgngsra required.
761 4. *0 12 121(b 1 92 grad
1-3-1-0 a Ij I - 6-1 99 139 b 0 �. to
3f 5.- +* �21 Xfi Ljmber. All 0I members shall �be 61 �hjrjnwm��gred
a
7E '44 3 5_4
I : — � 6
F_45t. 6. *+ i1nises otherwise shown
4 *+ *0 1 0 Xb 12 and specie 80 nowd in.rawsaive Supported TnmmI
39# a .60 12 zi
36 100 *+. I a 61 114 S o to I lb I Column I
35 fi 1 4 77- 1 z b 144 DESIGN LOADING.'
3 2 4 7 +
1-8 - 4-TlI
3b to 121 1 -jr-TX7 &3 9 1 +0 6 11
2 *+ I lzxb 1151 1 23 , SWI %1I CS.L 1.25
2111 93 �40 8 "1 : — ___rf_ 40 4.
P At on 00 to RX6
23, 141 30 9 32, 20 37110 2T-1 I I LgILLI 36 pei. D.L LL reduced Per
52, 1. 28 9 U.LC.IMSw--2306
109 2 33, (Io@ddLmr~fAc=1
21t On 2
0 ze
C:HOPD
0 M
Q.NC1)4JTF,tOG qSIZE
: ISI -t
2 0
4 0 5 22
TC 2
Pi
BOTTOM N SPLICE JOINTS TO BE STAGGERED, 13N ADJACENT NEINSER3,, MAXIMUM FORCES 3X2 -
CHORD AND ADO -O 7ED W
LATER- �.Lt BRACIF TO ;ZOOF D'tAP97AG4 oHERE INDICA COND
5,346 R S 7996
PIS: IS40 PIS 2646
I Pzm 2673 P2x 3993 P3 P2
T- 5 8 P32 2266 p3r, 2694.
U!M-12036 U12-16486
U29 s7 910 U22-'OS73
LIS 1!419 Liz 16020
Law 11419 US 16020 2m
-73 win �3993
W2S-6313
511 or R-5.6xq. T-510 92m -422T
12 W3z 4939 %32
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2X6 'D 1L &,III
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