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jib. ADAMS COMPANY I 800'L So. Barney Street
AND E ON, CALIFORNIA 96007
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FOR SPAN 45'- '0,' OR LFS M LUNPER, TOPjCH0RD-2X .6 DOUG FIR -LAR 4:1 BOTTOM CHORD -2K 6 DOUG FIR-LAk $I
JOINT An 3.1X 7.2 JOIwT AI -14X 10 JOINT 2m4.5X 3.6 ALI. WF9Sm2X 4 DOUG F10 -LAR SID
JOINT C20!495X X94 DRArED iWEDS C2-11) INCHES
JOINT b!s4,5X' 3-i6, JOINT V44.5X 3a6 THE MINIMUK;BEAK'ING- 3.5
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BRDw2X 6 DOILIG VIR-LAR #1
FOR SPAN 42"- 2 OR LESS MINtMUM LUMPER, TOP CHORDm2X DOUG, FIR -LAR #I 0OTTOrM CH
lo9X 741 4011 .13 JOINT 9-4.5X 3.6 ALL WEDSw2X 4 DOUG,FIR-LAR SIP
jol"T AN �IT Alwlo3X I
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JOINT :C2=445X 1.6 VROCED WEBS
JOINT bmi4AX 306 JOINT EN4*SX 396 THE MININUML2EARING- 3A INCHES
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TOP CHORDm2X 6 DOUG Fln-LAROI DOTTOMlCHORD-2X 6 DOUG FIR -LAR #1
FOR SPAN, 39'- 4* OR L906 MINIMUM LUMBER ALL WEBSx2X A DOUGfIR-LAR SID
OINT Ali@j.3X l.SL
AINT An' 3 o 2)( 7.2 J AINT 904959 3*6
JOINT C2w , �, L6 4 NO BRACED' WEDS
z6x 5 THE MINIMUM,BEARING- 3,5 INCHES
JOINT D-44 - JOINT E0445X,3#6
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-------- FIR -LAR SS 'BOTTOM CHORDw2X.6 DOUG FO -LAR 01
FOR IPAN� SiV- 6' OR LE92 MINIMUM Luvw.R TOP CHORDw2X 4 DOUG ALL,WE9So2X 4 DOUG FIR -LAR s TO
JOINT Aw - 3ifX 5i4 JOINT Aiwi.3X ISO JOINT 9-3.2X 3.6
NO 'BRACED VIEDS
JOI�T C2-1.2* 3 6
JOINT D -4#5X 31; JOINT E73.2X 3.,6 THg MVdllMUM BFARING- 3,.5 INCHES
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FOR SPAN 36'� 0' OR LEO MINIMUM LUMBER TOP CHORD -2X 4 DOUG FIA -LAR SS TOI CHORD -2X 4 DOUG FIR -LAR 01
AlkT Ale 3.9X 5�4 JOINT AVSls3X Ise JO I INT B -34X 34 46 A L WEBS -2X 4 DOUG FIR -LAR ST D
�JOINT C21442X 3.4 , 'Ab BRACED WIEPS
THE MINIMUM BEARVOGm 3.5 INCHES
JOINT 0-3..2k 2.61 JOINT EFS.2)( 3.6 '�w
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XL 4 DOUG FIP-LAR 01
FOR SPAN 35- 0 OWLESS MINIMUM LUMPER TOP CHORD 2X 4 Dow rip -LAR st BOTT044 CHORD02
'WEBSw2X 4 DOUG FIR -LAR SID
'JOINT A" 3i9X 5.4 JOINT A I.BJOINT 0-3.2X �-O
JOINT C2m3,2X 3.6 NO BRACED WEDS
3.5 jNCHES
JOT D-!s2X 3,6 JOINT E -342X 3,6 THE, MINIMUM BEARING
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OR j3 I OR LCSS HINIMUM L M E TOP CHORD -2X 4 DOUG FIR -LAR 01 9Qj'TOm CHI ."..4 DOUG FIR -LAP $I
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1.8 JOINT 9w3.2X Wjlq&
JOINT Amw 34'?X 5,4 JOINT r
JOINT C203a2X 3oh NO
2X 316 !LR NGI,,;S*
t�41NIMUM BE INGS, 3.5 INCHES
j=1 JOINT D'3 2X 3 6 JOINT' C -So'
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FOR SPAN' 310- If OR LESS LUMBER TUP, CkaRf).ML2X 4 D w 2X 4 DOUG F
MINIMUM OUG F.IR-LAk Ot 9OTTnH CHORD.
ALL., WE.BSS-2X 4 DOUG FIR-�LAP 50
JOINT AsS 3,2X 5i4 JOINT Almml.3X 1.9 JOINT 0-3.2X 3.6,
JO IN I C2 -2.6k 3*4 NO BRACED'WEDS
JOINT D-3,�21X 3.6 JOINT E'13,2X 3,6 THE MINIMUM.PEARING* 3.5 INCHES
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FOR SPAN 30� i@ OR LtSS MINIMUM LUHSER TOP CHORDa2X 'DOUG FIR-LAn *I VOTTOH:CHORD-2X 4 DOUG FIR�LAR 01
ALL KBS -2X 4 DOUG FIR -LAR S11)
JOINT ki- 3.2X 5.4 JOINT Alimlo3X V.6 JOINT -0-3.2X
A JOINT C2 -2,6X 3.6 NO PRALLD WEBS
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SS 3i5 INCHe5
JOINT b.3.2XL 3.6 JOINT E.-ls2X 3L#6 THE MINIMUM BEARING
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FOR SPAN i 29i- IS OP LESS MINIMUM LUMBER TOP CH00002X 4 DOUG FIR-LLAR 41 BOTTOM. CHOPD-2X 4 DOUG FIR -LAP 011
-LAR $T D
JOINT Asw 3,2X 5.4 JOINT Al -1,1K I.B JOINT 19-3.2k 3,,6 ALL WEDS-2XL 4 DOUG FIR
JOINT . C2 -2.6X'3,6 NO BRACED WEBS
JOINT PuS. 2X 316 JOINT Lm3 THE MINIMUM BEARING- 3.5 INCHES
o2X 366
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THE VIEST RESULTS IN TRUSS A_$llrllziCAlexfll AAZ OBLVAIN" WITH A MECHANICAL JIB THAT ELIMINATES HAkmFUL STRESSES CAUSED
BY 0NDLING'. LACKINJ SUCH 4 iler GPKe��?V* CARE 14UST I BE EXERCISED IN HANDLING THE TRUSS OR LAROER CONNECTOR PLATES
tCLTION OF TRUSSM PERSONS UGING TRUSSES
SHOULD BE SUBSTITUTED- J#D#0lDAMS CU# DCARS NO RE.f;PoNsr ILITY FOR THE ER
ARE CAUTIONED T 10 SEEk PROFESSIONAL )I)VICt IN ktdr4l) To ERECTION BRACING ANDL PERMANENT VRACINOi ALL JOINTS HUST
Be U TERED UN NERWISE. PLATESAOE
ACCURATELY CUT AND FIT'# DIMENSIONS M ST WE VERIFIED, ALL PLATES CEN aS8 SHOWN a F,
MINIMUM BASED ON STRESSES, FABRICATOR MAY FIND FRf"-` EXPERIENCE THAT SOME JOINTS MIGHT REQUIRE LARGER PLATES OR
HANDLINM ALL CONTINUOUR BRACING ON WrI AND CHORt TO BE ANCHORED AT BOTH ENDS TO A SUITABLE SUPPORT -
(ALL 'BRACING TOL BE SUPPLUD BY OTHERS, ) ALL WEDS 2A4 UNLESS OTHERWISE SPECIFIED.
MULTISPIKE -10 J.D. ADAMS 00 SHALL BE "Abt OF 10 GAGE STUL'AND: PRESSED INTO BOTH FACES OF JOINTSt
Ran L
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--------- �____MULTIPLY. SPAN BY FACTORS BELOW FOR STRESSES
ROOF
LL- "f6, 00 OSF
A�Ain 70S,53(C) sit-Dis 69v20(C)#A-di� �4�500) C*�"C- 50.24k I)L- '9.00 PSF
CEILING
0.66 PSF
FdR ALL BRACED WtIDGi USE A lX4"CONTINUOUS SPACE I T 1'4 !'CA5
it� I I, j� �!�v I - I "I 'OL -0 10.00 PSF
�"'NIMUM DEARING GAtATEP THAN 3-1/2' DUT NOT EXCEED, f X INCREASE FOR STLw!S
ADD ONE BEARING BLOCK
REQUIA0 NAILB am SOON& 6.14 1 IPACED AT 2440-C.
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