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+ A+ 3. 9X 7, 2 JT, Ai -l. 3X 1.♦ 6 JT.'B-4„ 5X 3. 6 JT C2+2 6X 5 4 ALL WEBS -2X 4 DOUG FIR -LAR STD
PLATE SO INu' "210, 2 WF.R TRACES I+O, 2-0r
POINT SPLICE6 JOINT Ai -7 OX.5 4 JOINT C2-7^OX 5,4 HE MINIMUM BEARING - '3 5 INCHES '
POINT 0-4,.5X 3.6 JOINT E-4, 5X 3.6
can.�.____..w....___r_____......_.._______..r..,.-r__...._
FOR SPAN 39' 6" OR LESS MINIMUM LUMBER TOP CHORb-2X b DOUG Flit -LAR N2 BOTTOM CHORD+2X b DOUG FIR -LAR 02
T, Ad 4.:5X S, �S JT, Al -1. 3X 'I, O JT, B-4, 5X 3', 6 .JT. C2 -1, ,2X 3. 6 ALL WEB$ -2X 4 DOUG FIR -LAR STD
DINT SPLICES JOINT A! 7. OX f5. 4 JOINT C2_ PLATE SO IN- '185. P WEB TRACES I+Or 2 -OP
a a7. OX 5,4 THE MINIMUM BEARING 3.5 INCHES P
JOINT E-4. 5X 3,6
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r FOR SPAN 35'-+ 1" OR LESS MINIMUM LUMBER TOP CHORD=2X 6 DOUG FIB -LAR 09 BOTTOM CHOR04X 6 DOUG FIR -LAR N2
n PT. Am 3. 9X 5. 4' JT, Al -I, 3X 1,, S JT, B-3. 22X. 3. 6 JT: C2#3, 2X 3, 6 ALL WES5r2X 4 DOUG FIR -LAR STD
v PLATE :SO IN= -162,7 WEB BRACES I-Ott+Or
°I POINT SPLICES JOINT Ai 7, OX 5.4 JOINT C2-7. OX 5. 4 THE MINIMUM BEARING- 3. 5. INCHES
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FOR SPAN 31'- 7'k OR LESS MINIMUM LUMBER TOP CHORD=2X 4 DOUG FIR -LAR 112 BOTTOM CHORD+2k 6 G FIR -IR -LAR 117
JT, 4w 3, 2X 5,4 JT. A101,•3X 1. S J!, B-3. 2X 3,4 JT. 04 6X 3 b ALL WEBS -2X 4 DOUG FIR -LAR STI)
PLATE' :SO IN- 139.0 WEB BRACES 1-0, 2-0,
JOINT SFICE6 JOINT Ai+4. 5X 3 6 JOINT C2-7. QX 5.4 THE MINIMUM BEARING 3,5 INCHES 1.
f JOINT b-4,59 3,6 JOINT l +3, 2X '3♦ b
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OR SPAN 2H'-� 3" OR LESS MINIMUM M R -LAR M2 BOTTOM CHORD -7X 4 DOUG FIR-LARrN?r-
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JOINT SPL:ICE6 JOINT At -4.5k 3,6 bINT C2=4.5X'5 4 THE MTNTMUM BEARING- 3,5 INCHES
JOINT D-3 2X-3`6 __ ML _ JOINT 'E-3. 2X 0.6 _------. _- _ ». _r __ _rrrr r_ :.:rW_-_--_-----. _
�6 FOR SPAN 2b'w-5'r OR LESS MINIMUM LUMBER TOP CHORb-0 4 DOUG �FIR-LARyN2-r~-0OTTOH cHbRD-; 4 DOUG FIR ,15.T N'�'
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DINT SPLICES JOINT •Ai -4. 5X 3.6 JOINT C2-4,,bX ''S 4 EARINO 3,5 INCHES
JOINT D-3 2X !3"6 -- JOINT E-3 2X 3.b _ r
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FOR SPAN 24'- 5�I OR LESS . MINIMUM LUMBER TbP CHORD+ X 4 DODO '1`1A-LAR142 '°HOTTOM C'NO RD+2X 4 DtlUG FIIi LAR N2
JT'. A- 4'. 5X 3. b ilT, Al+i ♦ 3X I. S JT, B+3n 2X ;1. b Jt. Cu -2. 6X 3 6 ALL WEDS 2X 9 D
b WEFI BRACES I -Ort -Or
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THE - BEST 4t ULTS,IN TRUSS-FABRICATION-ARE.OBTAINED WITHrArMECNANICAL JIO THAT ELIMINATES HARMFUL StRESSES CONNECTOR PLATES
Pvda IIBY'HANDLING,-:L,ACKI-NO SUCH A ilIOr GREATER CARE MUST, BE. EXERCISED IN HANDLING THE TRUSS 0R LARGER
r 5MDUO BE 5UB6T.ITUTED, J,b,ADAMS CO. BEARSNORESPONSIBILITY FOR THE ERECTION OF TRUSEiES, PERSONS USING TRUSSES
ARE cAUT ONED TO SEEK pROFESSIONAL ADVICE,,IN REGARD TO'EREc'no BRACING
AND PERMANENT. BRACING, ALL JOINTS MUST
bE ACCURATELY CUT"ANb.FIT bIMENSIONS MUST BE VERIFIED, ALL PLATES CENTERED UNLESS SHOWN OTHERWISE, PLATES, ARE
MINIMUM BASED ON 6TRESSE6,,_,_FABRIC,ATOR,MAY FIND FROM t0FA IENCE THAT SOMI ;IOINTS MIGHT REWIRE LARGEF2 PLATES � ! I
HANDLING, ALL CONTINUOUS BRACING ON 11EBS AND CHORDS To BE ANdHORED AT BOTH E'NbS TO A SUITABLE 6UPPOftT. i
{ALL BRACING TO, BE SUPPLIED OTHERS.) ALL WEBS 2X4 'UNLESS OTHERWISE SPECIFItip._ I
" " OAAE STEEL ANb PRESSED INTb BOTH FACES JOINTS.
MULT,I6PIKE (BY J,0. ADAMS CO,) SHALL BE MADE OF 20, - r --- r-_=-: -.r
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NOTE: PLATES 1JIT1� r"S'!`AFTER. SIZE -SPLICE ':PLATE! "H'' APtER Ott - i6 g• PLATE
• TOTAL §QUARE INCHES DOES -NOT INCLUDE PLAiE6 REQUIRE=D^ rC1 SPLICE A TRUSS I TRDSB LdADINd
MULTIPLY SPAN BY FACTORS BELOW FOR STRESSES T R00
A-A1r■ 77.OS IC) A1r, B bS, 4b{C1 A -C2 73, 12{TI C2 -CI 'Sb♦ 24f1) Al-G2� '1z<4b(C) I LI.- 16, OO PSP
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ALL BRACING- X4 IU9E bob. C, BRACING ON B, C. 'it: B. C. I5 NdT A �A I�Y. �. CED!' I qL- 1U. OO P6F`
FOR A, MINIMUM BEARING GREATER THAN 0 i/2" BUT NOT EXCEEDIN 7®5 +� I /{ INCRISABE EOR':'.LI{I-"ly'
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V IC CODE
J
Z. ADAMS ANY 'LUM4ER-SAVER' ENGINEERING 1Wp0'
4,00/12 1002 FOR SPANS UP TO 30' $ 10/16 WITH :A 2X 4 _BOTTOM CHORD
STUB WITHOUT ENERGY LEO (TYPE_ 1) 0' S' 1/16"
Y. HEEL PLATE- 3, 2X 5, 4
STUB WITH 2X4 ENERGY LEG (TYPE 2) 1' 4 '2/460:
�,, PLATES- 7. OX10 S AND 282. 6X 3.6
`r -v _� 4
F' STUB WJTH 2X6 ENERGY LEO (TYPE 3) - It 16 7/16"
TYPE 1 TYPE 2. 'TYPE. 3 PLATES,,
7. 0X}4 4 AND '2!2 6X 3 6 -
STUB BETWEEN Y' 10 7/16" AND L/4,00 'o
W W–X - 0 C'
1 x X–Y - 14;2 ' JT, W- 2, 6X 5. 4 JT. Yw !, 2X P. 6
Y–Z + lbi t JT, Xr- 1. 3X 1, B JT, r, 6X 3. 6
"+•`+ W-Z - 4SY I BRACED WEDS X Y-0 f, t ✓ W-Y-Q
Z Y W–Y - ---- C
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WTXr sea eB BETWEEN L/4.00 –12" AND L/3,00 –12"
X–Y - 832 C JT. W- 3. 2X0-6 JT, Y-` 2. 6X 1, e
r 0 C JT. 'X- 2.6X 3.6 ,JT, Zoe 3.2X ;1.,6 .
W-Z- 537 C BRACED WEBS: X–Y Q W–Z O X–Z
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W X STUB BETWEEN L/3.00 – –12' AND L/2.00 –1'2� l
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I X Y -, 134 C JT. W 3, 2X 3. 6 JT. Y�+ 2.6% 3,6
Y–Z - 445 T JT. X- 1,=I. 8 JT. Z- 2, 6X 3. 6
.�
,
–., W–Z 643 T BRACED WEBS. X–Y-S! W–Z-O W-Y-O
Z Y.. W–Y 682 C
FROFFSg 4
��QEA /01q 0,01 DIMENSION SHOWN ABOVE I& -DUAL TO THE SPAN I ]RUBS LOADING
A
MENUS THE SCARF CUT ON BOTH EM . 1 ROOF
I LL- 16, QO PSF hi
T BE BRACED IF SHEATHING IS TO 'BE APPLIED. IDL- 9,00 PFF'
p wx WY OR LUMDEREORAD I CEILING }i
F ES AND SIZES; WEB BRACING- AND PLATES I LL- 0..00 PSF yl
NOT SPECIFIED ON THIS PAGE, :REFER TO J,D,ADAMS' CO. I'DL- !0',00 PSF'-
r' 9l C/XIG STANDARD TRUSS ENGINEERING, TRUSS 'TYPE lOQ2 WITH A I V. INCREASE FOR STLr15
CALIf30' 5 0/1-6" OR BETTER. I :SPACED` AT 24"O,C, k
GF N SPAN OF I,
----------------- ---------------------- -------------------------------------- ---
1 THE BEST E'83ULTS IN TRUSS FABRICATION ARE OBTAINED WITH A MECHANICAL JIG THAT ELIMINATES HARMFUL STRESSES CAUSED
BY HANDLING, LACKING SUCH'A JIG, GREATER CARE MUST BE EXERCISED IN HANDLING THE TRUSS OR LARGER CONNECTOR PLATES
d, SHOULD BE SUBSTITUTED J D, ADAMS CO BEAR$ NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS USING TRUSSES
ARE CAUTIONED TO SEER PROFESSID14AL ADVICE IN REGARD TO ERECTION GRACING AND PERMANENT BRACING ALL JOINTS MUST i
BE ACCURATELY CUT AND FIT, DIMENSIONS MUST BE VERIFIED ALL PLATES CENTERED UNLESS ,SHOWN OTHERWISE PLATES ARE
MINIMUM BASED HANDLING, ALLLON STRESSES, CONTINUOUSEBRACINGCATOR MAY,FllND FROM EXPERIENCE THAT ONWEBSAANDWEBSRaX4TUNLESSJOTHERWISEOSPECIFIED TOME J13INTS GATSUITABLE SUPPORTREGUIRE LARGER ��ATES FOR ifi!
(ALL BRACING TO BE SUPPLIED'OTHERS.)
MULT'I:SPIKE !'(BY J.D. ADAMS CO,) SHALL. BE MADE OF 20 GAGE STEEL ;AND PRESSED INTO BOTH FACES OF JOINTS,
'NOTE PLATES ^WITH o5l, ArlrR SILL– ^ITPLICE PlATC- "H" E^
AFTRSIFG 16 qu~– –
PLATE— –-PAGE
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ANDERSON CALIFORNIA N001
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