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FOR SWAN 4211�- 2- OR LESS MINIMUM LUMBER TOP 4HORD-2X 6 DOUG FIfl-LAR 42 BOTTOM CHORO-2X 6 DOUG FIR -LAR #2
JT� A 3.9X 712 JT. Al -11, 3X 1, 0 JT, Bw4, 3X 3, 6 JT..d2w2, bx 5.,4 ALL WERIS-2k 4 DOUG �FIR-LAR STI)
PILATE SO 'IN- :210, 2 WEB BRACES I-Of2-0,
joIN; Sr"-ICIZO JOINT AI -7,0X A. 4' JOINT Cl2w7l OX 5� 4 THE MINIMUM' BEARING- 3. 5 INCHES
I IONT D-01. 59 31 6 JOINT �E-4. 5X 3. 6
— - -- — ---- -- ------ --- — ------- ----- ----------- I---------
FOIR 'VAN 331� 9" OR LESS MINIMUM LUMBER TOP CHOR002X.6 DOUG FIR-�LAR 02
BOTTOM CHORD -2X 6 DOUG FIR -LAR 02
T. A- 4 5X, 5, 4 Jr, 041m.l. 3X 1,' B JT 11144, �3X 3 JT C2=3t 29 3, 6 i
ALL WEBS -2X 4 DoUla FIR -LA
.9 STD
BRACES I _Op 2=0,
PLATE 60 IN- tBS.V � WIEV
DINT C-LICE01 JOINT Alm7.09 5, 4 JOIfff CRa7. OX 5.4 THE MINIMUM BEARING- 3.5 INC
HK8
OINt 5x 3. & JOINT � 9-4, 5X' 31' 6
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A BOTT C X
FOR 00AIN 35 1 CM LESS 0 1 INI KM LVMBE TOP CHOIRD-2X 6 DOW FIR -LAR 2 am : HORD 6 DOUG Flft-LAR 02
IT, Am .1 9X 5.4 A Alml. 3X L, e JT�. As' ALL WEBBm X 4 DWO FIR
.1,2;t 3_6 JT.C2 3,2X 3�6 2 -LAR BTD
PLA E 60 INs 162,7 WEB BRACES 1-0,200#
)DINT INFLECIS JbIkT AI-7,OX 6'. 4 JOINT C,2m�. OX S. 'THE MINIMUM BEARING- 3 5 INCHES
JOINT D -4.5X-3.6 jOVkT E-4,52 3,,& p
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FOR SWAN '3V- 7- CR LESS MINIMUM LUMBER TOP CK-RD02X 4 WOO FIRI-LAR 02 BOTTOM CKRD-2X 6 DOUG FIR -LAIR 02
JT*As �3. 2X 5, 4 JT. At -l.= .1. 0 JT. 1-3. 2X 3, 6 JT.C2-2.6X 3 6 ALL WEBS -2X 4 DOUO.FIR-LAR STU
PLATE 80 1 k- 1,39. 0' WF9 BRACES A ='P, 2vj0,
JDtNT OPL.'CO JOINT Al-4*5x 3,,6 MINT C2-7, bx 5
.4 THE MINIMUM BEMINO- p,3VimcHrLs
,JO1Wf,D94,:15X 3,6 J0114T E -1,2K 3.6 . i
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5" OR :Ml IrM LUMBER TOP CHORDw2X. 4 DOVO FIR -LAR, 02 BOTTOM CHORD-RX.4 DOUG FIR -LAIR 02
PDR SPAN 30' k
JT� Am 3,'2X 5.4 3X 1. 0: iTo S-31'. 2X 31, & �iT. C2-2. 4X 3. 6 ALL'WEBS,62X ; DOUG FIR -LAP STU
PLATE SO INm t39.0 WEB VIRACES 1-0#2-0!#
JOINT OPQCFII� JOINT' 00-04.,SX j, 6 .iOINT''C2-4. 5X 5, 4 THE MINIMUM dEA*rltNQ_L 3, 5 INCHES
JOIN., *r eJ. 2X 1w, A 'JUIAT 3,6
- — — ---------------
MIMIMIlIX L EN TOP CHORD002X 4 DOW FIR -LAR 4!2 BOTTOO& CHORD -2k 4 DOW Flit -LAR 09
26i-� 0, - CM Lift
V. Am 3. 2X 5�1 A JTaAlml. 3X, i.,a JT. 4-3p 2X 3,6 JT. C2-2, 6X� 3, 6 A" WEBS -2X 4 MUG FIR -LAR 9*0
1*,'l,.44sTE SO IN- 139.0 WED BRACES I-0# 4_0,
iolo-co.4L lCo jolfd A�;.mq, sk !1, .6 'JoINT C214, OX 5�, 4 TH
E MINIMUM, BEAMIIN04 3 5 1 WA
NC_
INT rioa,20 3,r6 JOINT E-3, 2x: 3. 1 1�"4$
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TTUM CHORD -2X 4 DOW FIR
FOR BOAN 26'- 5" ON Lltillil MINIMUM LUMBER TOP CHORD02X 4 DOUG FIR�-LAR 02- so -�LAR� 61
JT. Am 3.2X 0.4 -1. 3X 1. 9 JT. B",2. 2X 3� T C 2149. 6X-, 3, & ALL WEBS -2X 4 DClUO,FIR-LA* STID
JT. AiA J
PLATE 80. 1 No 139, 61 KID BRACES 1-0#2-Oo
joiltfT SPLICES JOINT M-4. W3.6 JnINT C2-4, 5X 5, ts YHE� MINIMUM DEMING-. 3-5 IWCHEG
joitn, D-3, tiX 3. 4, INT
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FOR SIP" 041- — 001 LESS MINIMUM ILLOSER TOP CHORDw2X 4 DQ)0 FIR�LAR 49 BOTTOM dHORD4,2X 4 DOOO'FIR-LAR 02
i -"T. A. 4, v 3. 6
%yr. At-i,.,3X 1, B� wAT. 8*3. 2X 3, A J",C.7w2, 6X, 3. 6 ALL WEBS -2X 4 DOUG FIR -LOA STO
PLATE160 IN- 134.6 WEP BRACES 1--0,2-0,
JOAT SPLIC&� J15 -INT Ali-14,VM 3.6 %POINT C2i-,4,'.IJX �), 4, THE MINIMUM BEARING,", .5 INCHES �Jl
JWNT Dvj3, 2X 16
jOINT Ed -3.2X 3.6. A
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TKI BEST 'RESULTS 1,N TrURS FAVAICATION ARE OBTAI-NED WITH A MECHANICAL JIG THAT ELIMINATIES HARMFUL STRITSSES CAUSED
iqp.. "!Kr VCH A JIG,
GAIIIATER CARE MUST BE%EXERCISEO IN HANDLING THE TRUSS OR LARGER CKNECTOR PILATEIS
SKOULP BE fiUlSTlTIUV,7*D. J� 10, ADA"Q CO, REARS NO RESPONSIBILITY FOR T14E ERECTION. OFTAUSSES, PERSONS USING TRUSSES,
APE. CAUTIONED TO�'SE41K PROFeSSIDNAL OADVICE IN' REGARD TO ERECTION BRACING AND PERMANENT'BRACIN0, ALL JOINTS MUST
:V,�' ACCUCIATELY CUt At.3 FIT. DIKERSI#- IS tM, T' BE VERIFILIl� , ALL PLAUS CENTERED UNLESS SHOWN OTHERWISE, PLATES. ARE
WIN"I" BAGEr DIN STit_'-StitgS, FABRI
CATOR "A� FIID FROM LXPERIENCE THAT SOME JOINTS MIGHT REGUIRE.LARGER,PLATES FOR
WAN-ING., ALL CONjlkJOUd RIPACING ON WEBR AND CHORDS TO BE ANCHORED At BOTH ENDE TOA SUITABLE SUPPOpt
BAACIN
0o TU Dt� 60PLIED OTK-RS, ) ALL WEBB 2X4 UNLESS- OTHERWISE SPECIFIED.
MULT ISF I IKE, �l (By v), D. AD&MS CO, 1 SHALL, �f MADE OF 20 GAGE STEEL AND PRESSED I NTO BOTH FACES OF JOINTS,
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NOTE: PLAVES WITH "S' AFTER SIZE, is SPLICIL ��LATEI "H" AFTER SIZE 16 aa PLATE
0 TOTAL SQUARE 1"HES DOES NOT INCL�JDS PLATOS REQUIRED TO SPLICE,A :TRVSS I TRUSS LOADING
M(XTIPLY SPAN BY FACTORUI BELOW FOR tvr�;ESSIES I ROOF
776d(C) Aj_� ll.( 66,46(C) �.A-C2- -7,11.112 (T) C2 -Cl-- 5p 24,(T) At-C2-q'12.48(C) I LL- 16 00'PSF
T) I DIL- 9,00 PSF
"A
SP
6LL BRAdINQ- IX4 (USE 6�0. C.-DRAtING Ott B, C, IF B C. IS NOT.ADEOUATELY BRACED), I LL_ 0.06, P
FOR A MINIMUM BEARING', GAEATER THAN 3 1 /21i BUT NOT EXCEEDING 7"
4 1 DL- tO 00 PSF
ADD ONE, BEARING BLOCR I %'INCREASE FOR STL-13
REQUIRED NAILS ON BEARING BLOCA.(MIN B0 -3 5):X h 14 1 9PACED:AT 2400, C.
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