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tCr �nOfiO SLU"rE = 1,500/12, f
d.:iT CUT s J,25 INCN[n ��
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P i= e• 7� e 3,50 C 2= 0 3455 M 2� 771 0 J 2= 0 �p�NT S CAPAdLE OF l�l MSTANO(NG L65 �BS. OF UPL(fT. �
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40r�'f�t. I.UMhlN it�C HYphC)•tiFil� •• YLA�fK t,iiCATJIin •• ,Iii1NT
.• x •� •• •• 'rYrt �
JDINT PLA'ff SILE Y �
v:�Iune,O 1N A[CORDANCE �I'fH TP!-ltl AND ND5-77 J 1 2 1/4 X 4 D 1
FtAIitiG COMFORMS f0 iiUn 1'Ca 11,J�, HQCA 78-Zd, SnCC 721Z1-7tl 4
J 2 Q 1/8 X 4 D 1 3/4ZN 4 1/8IN 5
iff?k s 5i0 (H00(F(tD) UNiFONN LOAUING �
�oq�� = yET� - 0- 1/ ]2N, 20P CMQHD LL = 30,0 P3F ,7 3 1 X 4 0 14 �
5?�CI'iG s ZFi, - OIN. On CEN'CEN DL = t0,0 PSF �
�nildT TiFM LQADING I11CRt�StS dOT CMaHD LL = U,0 PSF ,J 4 2 1/4 X 4 D 1 7/BIN 2 1/4IN 15 �
�. I.i;tiotR 32AESSE:S INCHfASkU e 1,15 � D4 = 10,0 PSF'
?L�I£ RATIhG INC�1ew5dD = 1,15 TOTAL LOAO = 50.0 P5F' J 5 2 1/4 X 4 ❑ 4
Tir C!+UNO SLQPE = 3.�J0/t2, �
?VIT CUi � 0,25 ZNCHES i
L;rT �AeiiLeYEA DISS�NCE s aFT, 5IN, p = 20 GA, ( 223 PSI USING NET PLATt CONTACT AFEA) G
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r+���L ltt+GtH SLQdf CHUND enxce MOMfNT ML�B PORCB AUOL 11L CONC LOAU W�B6 ANE TO BE 2X4 NO 3 KU StiUTNtNh PINE
ei IN �6 /1] LtiS IN-Ltl5 LBS P5F JT LBS _._ ----- '
P != �- 5- 0 3.50 C 1� 789 39tl6 M ls -793 J J 1= 0 pROV10E MECMAN[CAL CONNECTION OF TRU55 TO BEARING AT f
? 2+ �- 1- d 3,50 C 2a 0 19tl6 N ]s 786 0 J 2i � JOINT $ CAPABIE OF W[THSTANDlN6 Z65 LBS. OF UPLIFT, �
- 1 3s }- l�li ♦a�ss♦ C 3a -!d5 0 0 �1 3a 0
1 +a �- 7- d 0,00 C i� �757 i94 0 J 4s U
? ia i- 5- 0 0,00 C �= -�57 49e U J 5a 0
, •sass afPElITIYE STHESS VALUES NAVE BEEN APPLIED T� SXIS DESIGN �'+'�s• �
4
,i�ll:�t HfAC?fL85) hIN 8RG(1N)
J � 'Z0, 3,5
J 5 -883� 3,5 � � f
T�P CMO� 2X3 NO Z KD pl:NSE SOUTHERN PINE F=1B00 T=lUSU Ca1350
COMB STNiSS NATIO= 0.400
BnI CNO� 2X� NO 4 KD UENSE SOUTNERN PiNE P=1800 T=1050 C�135J
COMtl STRf55 HATIO� 0.168
I�faL LaAD DfFL� AT Jt, S e O�OOOIN, tCAMBERa 0 0/U") L/DtFL s 0 `
P1 P2
� J3
J2
i� i z � � � �
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OESIGM VA110 ONLY FOR USE WITM NYOHO-AIH CONNECTORS.TNIS TXUSS IS OESIGNEO AS AN INOIVIOUAI BUILOING COMPONENT.IT IS TO 8E IN- NOTES: �
CON�08ATE0 INTO A�UILOIN6 DESIGN 0.T TME SPECIFICATION OF TME OESIGNEH OF TME BUILDINC. BBACING SPECIFIEO IS FOH IATEHAI SUP� �• CUT ALL MEMBENS TO BEAR. y
►ONT OF INOIVIOUAL TNUSS MENtEN3 OMLY.AOOITIONAI BRACIN6 OF THE OYEHAII STRUCTIINE MAY BE HfUU1flE0. fON GENEBAI CUIOANCE t• CENTEB PlATES ON.90TH SIOES ;�
Of TRUSS 101MTS UMLESS OTMEN�
� SEE BNntING W000 THUSSES•. FOB S/ECIfIC tHUS3 lNACINI:HEDU�REMENTS CONTACT EUILOIN6 DEYIGNEH.FOH INFOXMAiION HEGAPOING WISF MOTEO. ;
HYD170,A/R F�/PICATION,DUAUTY CONTHOI,STONAGE,OEIIVEHY,ENECTION ANO BNAC�NO Of TflUSSES,CONSUIT THE DUAUTY CONTNOL MANUAI•ANU 7. INOtCATED CHONU SPUCE SHAII f
tlE IOCAiEO III Oi TNE PANEI
EJV6/NEEA/MB,/IVC. THlHECOYMENDEDCODEOFSi0.N0AN0►NACTICE•. LENGTH 1�6") MEASLLflEO fROY f
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JJn t���, 19d177 9 0�' y hdlNp i�7��1y tl�150 lMP VOi,lp ,�ui1 NUMMEl1 79M117 A ��� q �� pLATk LUCA?IOn •� JUIN'!' f
�iUFFKE LUMBER INC HYDHO-tlA1L
JC7INT PLATE 9I2E �• X •� +• Y +• PYP6
;;i�[�N6D IX ACCORDANCE �ITH TPI-78 A'ND ND5�77 J 1 2 1/4 X 4 D i F
PLAt1�G CONFORMS YO HUO TCB 17�05, BOCA 78-78, SBCC 17121-7a � Z 4 �/8 % 6 0 1 3/4IN 4 1/bIN 5
IY�� a 920 (MaDIFIEO) UNIFORM GDA�I�7G
�pa:� s 71FT, - 3� 1/ �LN, tGP CHORO Lt a 0,0 PSF' J 3 3 1/B X i 0 2 3/8IN 3 1/8Ih 5
3?�CI4G � 1FT, � OfN, ON CBNTER OL � 2.0 PSF
S�GRT LtRN LOROING I��CREAStS BOT CHORD LL s 0,0 P5E' a 4 3 1/B X 4 0 2 1/2IN 3 1/bIM 5
LuMOr.P SiRE5Si5 INCHe.ASE� = 1,15 DL s 2,0 PSF
PL0.If. RATING INCRaASi:D a 1.15 10TAL LOAD = 4.G PSr ,7 S 1 X 4 D la `_
I LI��35 OP LATEAAL BPACIl�G AT MAX, SPACING OF 30 FT, O.C. �
�,e: dECUIREO ON TMe. Fiu'IfON CFORD � 6 3 1/d X 4 D 1 1/4IN 3 1/eIh 15
IJP Cn�nO SLOPE = 2.i75/12,
;,`.JfLIJYAL UNIfOKN LOAO OF t25,0 PSF ON CNOPD 1 J 7 3 l/8 X 4 D Y 7/HIN 3 1/dIt+ 5
,�d(T[ut+�L UNIFaHN LGAO UF ae9,0 PSF ON CMOPD e �
A�LSTI�7N�1I, UNIF'OdH LOAO Or' 344,0 PSF ON CHOdD 7 J 8 3 1/B X 6 D 1 1/BIN 3 1/tlIn 5 :
a?�JiTtOMAI, UNIFOetM LUAD �7e 219,0 MSF ON CM�PD B �
- a�iltIIOhAL UNIFQHh WAD OF 11,3 PSh' ON ChOHO 9
J 9 Y 1/4 % 4 D q �
o.:2t CU! � 0.75 INCnCS ?.
Ler1 CAhTILi�ER OLSTAHCE s 6FT, 2-15/16IN� ;;
43 9PLICES BASED �N 16 F'UOT MAXIMIJM LENGTN LUNbEd ,
. P�:+dL LENGiH SL�PE CHORD FuHCE NOMdNT w6B PORCE PUDL UL COnC LOAD C 2 IS 2 1/4 X 4 D �
rt 1N 16 /12 Ld5 IN-LBS LBS PSF .1T LBS C 7 IS 3 1/8 X 4 D
� �- �� 2�1� Z,i7 C l� 2i1t7 374e M la •2658 12� J 1■ 0
r i= �� 5� 7 2.�7 C 2= -2710 3713 e 1= 573a 4 � �' � D = 20 GA, ( 243 PSI USING NET l�LATE CONTACT APEh7
� �_ �� g. � Z��� � �s �7376 54 M 3= �18 J J 3; � WE�� ARf TO BE 2X4 NO 3 KU SOUTHfNN PINE
r �z �- 9� 7 4.:7 C i= 0 5� w Aa -375 U J 4 U `
r S: i- 4�14 ♦ss�+s �; ps �5 0 W �s �149 J J 5= 0 i:
? ca i- 9� 7 U.00 C o= Z32y 16194 W ti= �ZtlSti 4eY J e: 0 _
p 1c 4- 9� 1 J�00 C 7= 766a 13ti00 3Sa � �° Q '
1 d3 �� 5� 1 O.JJ C ea -2427 11016 21Y J 6= G �
,. ;a o- 7-15 0,00 G ns -2i27 oiol 71 J 9� G
�.�IrT REACT(LBS) NIN dNG(IN) f
,7 e -2186, 3,5 p
J s '376t, 3,5
T',P C�O� 2%i NQ 7 KO DEr15E 5�UTHERN PINB F�nMBOS`fME55oNA'fI0�o0,491
;,';� �np- 7%6 NO 1 5 ONt/fAN DOUG FIR ('�t250 T= e50 Ca1050
COMd STHF:55 HATIO= 0�934
•.•�i�1H s�lsaf��rll�is N�I�s���l��s�r11;�sN Nf4fsss�����lf�;�*�+ts��wEi
� : �R�15SE5 NUST 6E SECUnELY eASPtNED TUGETHER Tu ACT A3 A 3INGLE UNI'f •
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ir:LAL 4UA0 DEfL. A? JS, d = 0�076IN� (CAMafd� 0 1/8")_ L/DEFL a yyy
Pt P2 P3 �
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J4
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AUG L y 1979
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OES16M VA110 ONIY FON USE WIiN NYONO-AIN CONNECTORS.TMIS TPUSS IS DESIGNEO AS AN INDIVIOUAL BUILOINC COMPQNENT.IT IS TO BE IN- NOTES: `
COR�ONATEO INTO A BUIl01N6 OESIGII AT TME SPECIfICAT10N OF THE OESIGNEH Of TME 6UILDING. BRACING SPECIFIED IS FON IATEHAL SUP• �• CUT ALL MEMlENS TO BEAR. 4
►ONT OF IMOIVIOUAL TRUSS MEMlEPS ONLY.ADOITIONAL BNACING Of THE OVEPALL STflUCTUNE MAY BE flEUU1flE0. FON GENENIIL GUIDANCE Z• CENTEX PLATES ON BOTN SIOES �
Of TflUSS 101Ni5 UNIESS OTNER- �.
t._ • SEE�NACIN6 W000 TNUSSES•. fON SPEWFIC TBUSS BHACINfi PEUUIHEMENTS CONTACT lUILOING OESICNEH.FOH INfONMATION HEGAHUING WISE NOTfO. �;
NYDRO�AJR fA{RICATION,UUAUTY LONTROL,STOflAGE,OELIVEflV,ERECTIOM ANO 9PACINC Of THUSSES,CONSUIT THE DUALITY CONTNOL MANUAL•ANO �• E01lOCATEDHVt�UF'TME ►ANEI �'�
ENa/NESRIIYQ.J/VC. TN!NECOMMENOEO COUE OF STANOANOfRACTICE•. LEN6TN It1") MEASI1flE0 fROM `
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NYDHO-PIAf4 ** PLATE I.00ATIOt+ �• JOINT �.
- JOiNT HI,A'PE tl('Lt. •+ X •w ♦• y •• TYPY. �
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T1Pe. a 1808 (MUDIF'1t0) IINIFUHM LuAOIbG �
aPa•. = 42fT. - tIN, T�P CMOND t�[. = 30.0 PSe' � '� '� 1/8 X o D 3iW 2IN tl
S�aCI9G = 1tT, - OIf. UN CENTER qL e 10,U P5E' S40'f3 PANA TU FLAT CNU €
Sn�i'nt LER� L00.0IMG 1NCRkASES dOT CtlOHO LL = 0,0 PSF' � 7/6I�� 3 1/tlIN 5 �
I��dr.H SSaE5SE5 Ii�CaF.AS�D = 1,15 OL � l0,0 PSF � 5 3 1/8 X 3 0 s
rt.�7!' NA?IhG I�GREt+SfD � 1�35 'fOTAL GOAO = 50,0 PSF q �
f�r Cl+05p SI.OPE = 3,SJ0/l2, J 6 1 X � 0 =
"',.^eVTtiATE� LUAD OF 21n6,0 POUNDS AT JOINT 13 �
�r�.C�aT4ATED LOAU OF 17n6,0 pOUNOS AT JDTNT t6 J 7 4 1/8 X 6 D 3IN 2IN e
SLOTS PAHA TO FLPT Ch0 j;
:; CILIC'��L UNIF�NM LD60 �E' 40�0 PSP UN CIiUPO 1 �
:i�LItTO'�AL ��NIFOkN LOpD OF �0,0 PSf ON CMOND Y =
�.COlT[On�L IIHLFORN L0�0 Ok' 10�0 PSF ON CMORU 10 J A 3 1/8 X 4 D 1 5/8IN 3 1/81t� 5 �
3^i:ITI0u0.L UN7FOet.r LUAD OF 2o7,U k'SF ON CNOHD 13 �'
;f;.TTI04AL UNIFOPM LOAD OF 20]�0 PSP ON C�IOtiO 14 J 9 S 1/8 X 30 0 2 3/dIN S 1/tlI•• S
;.^UtTIGyAI. UNIFQRM LGA� uF 267,0 PSF ON CHOHD 15 �i0 2 ��4 X 3 � 1 `'
jC:1710ti�1, UnIFGR� LORD OE 10�0 PSf ON ChONO 1B' �
�1iIT CUf c 0,25 INCNE'S J11 4 1/8 X 4 D i �
� i:IG�:i CAhTTLFVEP OISTANCE � 4FT, SIN, F'
LfF'Y CA'�TII.EYEP UIS�CANC6 a 4FT� SIN. �
�LJrtD Lt1i4iM • I�FT. J- V 71N� J12 4 iie l( R 0 1 l/8IN 4 1/e1N S
_.----- - . �13 5 tin x 6 o z iiesn 5 tiMn� � ;
� ,11J 4 1/B x 8 D � �
JC!c FONCED !U RUN �lg 4 1/y x d 0 1 1/8IN 4 1/d2N S z
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F:.+EL LE�+GSH SLQPt CHORD fGRCE MOMkhT MEd F(7RCE ADDL 11L COnC LUAD .�1� 5 1/B X b D 2 7/dIN 5 1/6LN 5
Ft [!r Se i12 L65 I��-f,BS Lb5 PSF JT Lf�S
? 1■ i- 5� 0 3,5n C 1= 789 4624 b lo -5586 �0 J 1= �� j17 a 1/B x a D 1 3/BiN q 1/eIh 5 �`
? Za o- 1- � 3.50 C 2= '10172 1022 N 2a 10753 u J 2� 0 s
p j: i- e- 3 3,50 C 3� -1ZZ65 1237 �r 3= -4165 0 J 3= U �lp 4 1/8 % 4 D '�
r i= 3-11- � �,�0 C +_ -1Z923 70l w 9s 2930 U J 4= U
� j� i- 1- 3 0,00 C 5= -11923 701 � Ss 1989 0 J 5� 0
? o= 3�11• 7 0,00 C e= -12973 701 Ii o= 1717 J J 6x u �+ SPLICkS BASED Ofl le F00'L' MqXIMUM LE'NC,TH I�UkBtR
p 7- 3- o- 3 3,50 C 7� -12265 1237 H 1= �ltil � � �� � G12 IS 4 1/B X 6 D 2%2 HLOCK REOU[He.O
P e= e� t- 5 3,54 C da -1U172 �fi]2 F tl= 0 U J 8� � Ct6 IS 4 1/d X 6 J 1X2 nL[lCK 11EOUINcD �'
p 9= i- o- G 1.D0 C yz 789 2e27 W 9a -!bl 4U J 9a U
p��a y- p- 0 O.OJ C10� -757 e50 M10■ 1717 IU J10= 0 p � ZO CA, ( 123 PSI US1Nfi NE'f PLATB CONTACT ANk:A)
rll� e� l- 5 O.OU Cll3 -��7 b55 M11= 1989 0 J11� 0
u��a �. e- 3 O,OJ C12� 976b 453 W123 2430 n J12s 0
r:l� 3-11� 7 �.00 C13� 11714 1iJd W13= �41e5 167 JlJa ]78ti wF.85 AqB TO 6E 2X4 NO 3 KO SUUTHERN PI:IE
r�az �- 1- 3 Q,00 Clr= 12923 e727 Wlya 10753 2c7 J14= a +�K EXCEPTION� w��
FIS= )-ll- 7 ,0,40 C15a 11774 7ar3 W15e �55b6 107 J1S= � wtOS Z ANU 14 APt 'f0 bB 2XS ��U 2 �D SGUTHEht. PINti
e+lo= �� o- 3 0,00 Cte= 9165 453 ' u J16= 2786 -
P!)z o� 1• 5 O,OJ C17a -757 e55 p ���a p THE CONNECTfON AND/OR MEANS OF SUPPORT OF TME 2 78 6 3�
p1e= �� 5- 0 O.JO Cld= -757 e55 lU J18s p : POUND CONCENTRATED LOAD BJ13,I� I5 THE RESPONSIBILITY
Of THE CONTRACTOR AND/OR FABRICATOR. CONNECTIONS GR . �
MEANS OF SUPPORT MUST BE DESIGNED BY OTMERS A�lO MUSi
BE MAOE WITNOU7 ANY DAMAGE OR ALTERATfON TOTHE fRU55. t
J�Iir NEAC7tL85) NI4 aNG(IN) — ' ------ ' - f
Jlf -Sc61, 3,5 PROVfDE MECNANCIAL CONNECTfON Of TRU55 TO BEARING AT �
J1� -56e1� 3,5 JOfNTII�IBCAPABLE OF WITNSTANOING 2 6S LBS. OF UP�IFT.
t�r Cd0- 71(4 NO 1 �� DEnSE SOUTNENN PINE Fa1800 T=1U5u C=1350 i
C(1Nd STkESS NATIO= O.bZl
. . _ .. .. .._ . . � y
MOI CMD� ZX6 NO � 5 DRY/GRN DOUG FIR E�1150 Ts 65J C�1050 � ;
COMB STRB�S RARIOi 0,905 - 4
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1. CI1T ALl MENCENS TO tEAN.
CON�OBAiEG IMTO A lUIl01N0 DESt6N AT TNE SPECIfICATION OF TME OESI6NEN Of TME BUILOINO. /RACINU SPECIFIE015 fOX LATERAI SUP� ` z
�08T CF INO�VIDUAL TRUSS MEM�EHS ONIY.AOOIiIONAI BNACING Of THE OVEflAII STRUCTUHE MAY BE HEUUIpEO. FOR GENERAI GUIOANCE 2• CENTEN PIATES OM BOTN SIUES
OF TNUSS JOINTS UNIESS OTHEN• ; �
•, SEE lN�CING ri000 TAUSSES•. FON StECIFIC TPUSS BNACIN6 NEUUIBEMENTS CONTACT BUIl01NG DESIGNEN.FOH INFONMATION HE6APOING WISE NOTED.
HYDRO s!/R fA�flICATtOM,UOALITY CONTHOI,STOBAGE,OELIVEflV,ERECTION ANO BflACIN6 OF TflUSSES,CONSUIT THE DUAUTV CONTflOI MANUAL•ANO �• E 'LOCADE�NO��OF'THE IANEL . �
EXG/NEEAJMG./IYC. THt RECOMMENOfO COOE OF STAMDARO PRACTICE•. tENGTN li6") MEASURED FNOM �
p.0.�o.Tf� StLa�i►.Wwa�r1�.t171 ('AYAIIAlLE fNOM THUSS PIATE INSTITUTE,1�00 PICKW�CK AVENUE, GLENVIEW,I1.600I5.) A 101NT. . � �
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NUF1�A4 4UwpeH tN� NYOHn-rontl, �+ NI,ATp� LI�CAT10p +• JOlri'f �
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:�c�t�,..eu Ih iCtOPQAnCE �ITM TF1-7d AND NUS-17 J 1 2 1/4 X �i D t �
PLA'ii•�u C�!�Ft1NNS TO NUD TC8 17,0�, tiOCA 78-48� SdCC 7Y111-7tl s
J 2 4 1/B X 8 D Z 1/ZIN 3 1/n!N S g
I'ire � 1e68 (�C�DIF'ltD1 UNIFONM LC7p0IPIG =
�:�. • i7Pt, - 0- l/ IIh, 'f�P CHOHD 4L = )0�0 PSF � 3 ) 1/B X 4 D 3iN 3 1/tli�� 5 t
.-:;ir+u = ZFT, - Gin, ❑v CENTER Uf. = l0,0 PSF
57..+f lepw I.OAOlNG INCkEA5k5 BOT CHOkO I�L a 0,0 PSF � a ] 1/8 J( e U 3I� 1 1/�I�� d �
' �ad:.' sr�esses ItiCREA5d0 c 1,1� DL = 10,0 PSF SLGTS k�AHA TO SLGFE�I CHU �
'rLA;� A11IHG INCRcA�F.J = 1,17 POTAL Lu4D = 50,0 PSF �
;' r :'+.:RO 5L�Pt = 3.�OJ/l7. J 5♦ 1 X 4 0 a r
- �;f :,:T = 0,15 INCHeS
.I.;rt C%.ntlLeVeA Ui5T4NCk = iFT, SIN. J13* 3 1/8 X 8 D �
_ri; �AhTIL�YER OISTAJCE = iFT, SIR, ��
�iJ?CL Le;NGTd = l7fT, 0- 1/ 2L•�, J14 3 1/B X 4 u 2 7/BIN 3 1/eLr� 5
;
J15 3 1/8 X 8 D 1 1/dIq 3 1/bIh � �
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�•• ;���5 IS SYMMBtpICAL AdOUt THE CEN'fEHL1NE ��i JOINTS MpRKEU ��' MAVE: i+U SYMMtTRICAL MATCH ;
, u;hfL LlNGtH SLqPE CHONO FOHCE MOMENS WEB PONCE ADUL UL CONC LUAO st SPLICbS BASF:O ON lb f00T MAXIMUM LENGTM LUMBEN �
E
rt IN lo /12 Ld5 IN-LBS LBS PSF JT LBS C 1 IS 2 1/4 K 9 � £
r lY �1- 5� 0 1,50 G la 78d 3695 M 1= -19tl5 0 J 13 � C11 IS 3 1/d X fi D i
;- 1a 7- 3� l 7.50 C 2� ��SB7 3aea M 1• 32N7 0 J 1s Q C14 IS 3 1/6 X o D �
= �: _- �� 1 3.50 G 3= -Z519 346d N 3= �448 U J �= 0 s'
, � �■ ����.�2 a�dp � �a -7577 153d w 4s �72 J J 4� 0 p e �0 4A, f 223 P8I USlNG NFT PLA'fE CONTACT ARtA) €
+ lis f•l1�12 O.OU Cll� li1B 70l Vv Sa 132 0 J S■ 0 �
r�:= i- 1• 7 J,00 C1�= 1479 1478 d es 455 0 J13= 0 N[k!y ARE TO HE 2XJ NO 3 KO SOUTttERN Plhe; �
P1�= 7- J' l 0.00 C1S= -157 d72 W 7= -318 0 J14= J �
p��a i- 5- 0 0.00 Clb= -757 d72 0 J15s 0 f�► fXCEPTIUNS •�* • �
J16= 0 Wgga Z �NO 12 ARE TO d�: 2Xy NO � KD SOUlMERN PINE �
����• pEPE22T1VE STi�E55 VALUES hAVE bEEN APPLIED TO THIS DESIGN •��#• ADD 2 X � PIGGYBACK i0 DIM. N�P N0. I TO FORM DIM. -
IIIP NO. Z ONLY.
1'?1•�i aEAC7(C85) MIN tlRG(IN) — ---- '
.:1�1 -2101. 3,5 _
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JOINT�O,16CAPABLE UF W[T115TANOING 26$ LBS. OF UPIIfT.
T;'r C'+J- 7%i Nt7 2 KO Dd1�5E SOUTHfRN PINE Eo1800 'f=10�Q C�13SJ
COMB STRESS RATIO= 0�931
�:'T C���- J%� NO 1 RJ DE!ISE: SJUTMENN PINE F=1tl00 T=1(15U C�1350
� CUMB STHtSS NA1'IOa 0,509
t'^I�L LOAO �6FL. A! J'I. 13 = 0,313IN� CCANBER= 0 1/�") L/DtFL = 999
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OESI6N VA110 OMtY fUN USE WITH HYOflO-AIR COMNECTORS.THIS THUSS IS OESIGNEO AS AN INOIVIOUAI BU�LDING COMPONENT.li IS TO BE IN• NOTES:
CORfORATEU INTO A tU1l01NC OESIGN AT THE SPECIfICAT10N Of THE DESIGNEfl OF TME BUILOING. BHACING SPECIFIEO IS FOR IATERAL SUP• �� CUT ALL MENlERS TO BEAX. �-
2. CENTEN PUTES OM BOTN SIOES y
PORT OF IMOIVIDUAI TflUSS MENBENS ONIY.AOOITIONAI BNACING Of TNE OVEHAII STflUCTUNE MAY BE PEQUIRED. fON GENENAL GU100.NCE OF THUSS 101NT5 UNIESS OTMEN-
_�'�+ � SEE BNACING W000 iHUSSES•. FOfl SPECIfIC TRUSS BRACING flE�U1NEMENTS CONTACT BUILDINC DESIGNEfl.fON INFOflNAT10N NEGANOING WISE NOTEO. �
HYtTR0,�7/R FABHICATtON,DUALITY CONlPOL,STONAGE,OELIVERY,ENECTIOM ANO BNACING OF THUSSES,CONSUIT TNE OUALITY CONTHOI MANUAI'ANO �• BE�'�OCATEONtal9o0fP T�HE YANEL
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rar,unss SttowqwMwr��117� 1•AVAIIABIEFNONTNUSSPlATE1NSTITUTE,1100PICKWICKAVENUE, GLENVIEW.IL.80025.) AJOINI.
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�-�;aT TERr LUAOING li7CReASfS BO'P CHOHU LL = 0,0 P56 � �� 3 1/B X 4 D 4 1/8(N Zit: 3 E
LJ+n�F STa�5Se5 InCREaSED e ��1� DL = 10�0 PSF [
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M::i:C C6NG7N S��PE CHORO fO�iCE MqMENT Wfh FORCt AUOL UL CONC LOAU ;.
- •'T IN 16 /l7 Lt35 IN-L6S LH5 . PSF JT LB� t� SPLIC�S PASEU ON 10 FOOT MAXIMUM LENGTk LUM6tH �
P t= 7- ��10 3.50 G l= 1248 4024 M 1a �3539 0 J ls � C 2 IS 2 t/4 X 4 D �
P 2s o- 8- 1 ).SO C 2= -I099 �042 W 2= 588 U J 2s U C 9 IS 3 1/8 X 6 D +
� � 3a 5- tl- 7 J.SU C 3s -7435 3e78 M 3■ -614 0 J 3= 0 C11 IS 3 1/8 X 6 D �
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?113 e- 0- 9 O,JO C11= 2�00 19.I1 w S� 495 0 J11= 0 p a �0 Gq, ( 223 PSI UStNC NET PLATE CGt�TACT 0.PEAI �
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rli= i- �- 0 0,00 C1�1 '119H 3d3 0 J13a 0
NBtlS ARF. TO BE 4Xi NO 3 KD SUU'PHBRN PI��E �
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C08fONATEO INTO A lUIlDIN6 OESIGN AT TME SPECIFICATION Of THE OESIGNEH OF TME BUIl01N0. YNACING SPECIfIE01S FOX�ATEHAL SUP� 2 LENTEP PlA�ES ON BOTH SIOES
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. NYDRD A/R FABNICATIOM,OUALITY CONTROL,STORAGE,DElIVEBY,EPEtT10N ANO oNALIRG OF THUSSES,CONSULT TME QUAIITY CONTHOI MANUAL•ANO �� E 'LOCATEOM01�OfPTHE PANEL
� FMGJNEEA/NQ,IfIC. TM!RECONMENOEO COOE Of STANOANO►NACTICE•. IENGTH It6"1 MEASUREO fNOM
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