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Home My WebLink About031-190-023a�(�� r P�YLC-h>acr'1,`+`^M't'r1rS,',"t"t'.� .+,,"«. «.xa�•. ,.x � r, r".r,rr.N;P! r I?�+±s.1'�_'.Jt4__._ i�.f' r F �:a , .t ov •,. ,�. .�. ..tw�y+�^°��^_.—_—.�—,.--^ ww.. ------- _..�: — I f � Yxj,� (♦ f iI i* I'.,. f Y a ir. �r>r '/,i ,�{• ri] J. D. ADAf13COMPANY LUMBER EN6INEERiM A Wtyt'ti;tP a �� L/ 4 •_- it +M 4 „ OPT it $PUCE a r f 1/4 PNL 4 IV At C ,•,til t; �r `` E ``' Vt O' 4 1 r?( ',`: A ' S�PLICE C.I M 'r /4 PNLJ6 ) CALIFQIi , scmF t�.+!{,.'`• SPAN - -- YN'FA f...'�liw..wwswr.:..IYZ'r`w..ei�:._rI.+YSa.:iF:Yfl::.i'27TCSS"FfYie'4� v"rJpR'i4'if'Ri•VJemre..w+ualWw�Y'ew�r� _ a^ r 4,00/1.2 1002' ---------------------- ---------------------- ---__--..�...__._.:-__w _ 71 FOR fgPA1V 0 2 OR LESS HINIMUM LUMBER TOP CHL7RD '?X b DOUG FIR -LAR M2 BOTTOM CHORD 2X 6 DOUG. FIR -LAP p } F 1T, Rw . 9X 1, 2 JT. A1-1. 3X I B JT. 0-4. 5X 3. 6 JT C2-2. 6X 5 4 ALL WEBS 2X 4 DOUG FIR -LAR STD PLATE a0 IN 210 2 WEB BRACES I -O, 2+01 +QINT SP ICBG' JOINT AI -7,0X 5.4 JOINT C2-7.OX 3.4 THE MINIMUM BI AR1Nd- 3.5 INC 4 ni tf�rya++ti lC3IN'( Dc,SX 3. b. JOINT E -4.5X 3.6 1 .1 > + _ ., r ... w—w-.--__—».------ � —_w__ ._ ___-»,,-__. _ . _..... -----_---..........>._ ,..r. --------------- .. { 8'+ OR LESS MINIMUM LUMBER TOP CHORD -2A 6 DOUG FIR—LAR 02 BOTTOM CHORD -2X 6 9OU0, FIR-L1� M8: t Dl( �1, JT. P,1>°1. SX 1 8 UT', 61-4. SX 3, 6 JT C2-3 •rZPLA7F $C INS 189, 0 b1E8 OWES iE85�0a��Or RQUL` r +r w ,�. 1�1,xalr,.�P%x(i 4 XTNT Al -7 OX 5, 4 JOINT C2 -/.OX 5 4 THE MINIMUM BLARING■ 0.5 1'049R', 'f�.IN'J' �1"f�;"X JOINT ER4. 5X' 3.6 ``+' __ ...,.----------- --- ----..-------------------------------------------- b �----,--...--- -------- ---------- ....-- ..:..._.._.—.... ....._....-r—_._._�-1r. ..+ .++ EP►I4N 35'w-1"-ORtEBO MINIMUM LUMBER TOP CHORD -2X 6 DOUG -FIR -LAR 42-�-BOTT014 CHORD -2X ,6 DOUG FIR -LAR � I. „ ,I{ "Ax �e 9X Bs 4 JT. A1"1. 3X 1 B JT, B-3. 2X 3. b JC, Ca -3. 2X 3. 6 ALL WEB$'2X 4 pC1Ul5 FIR-LAft STD'' t PLATE 50 IN- 162,7 WEB BRACES LskOr 2-0, r fltT SP ICES JOINT Al -7, OX 5.4 JOINT C2-7. OX 5.4 THE MINIMUM BEAR INO� 3. 5 INCHES " ;^ t* n-4.:yX 3, 6 JOINT E-4, 5X 3.6 F 1rt r.. + ! • BRAN 31 r- 74' OR 'LESS MINIMUM LUMBER TOP CHORD -2X 4 DOUQ EJR-LAR 02 BOTTOM CHORD -2`( 6 DOUG FIR -LAR iFal Jf, 11►y' 3,.aZft'S. 4 JT, Ai`1, 3X 1.8 JT. B«�3. 2X 3 b JT' (:2-2. 6X 3 6 ALL WED6w2X 4 UDUQ RIR-LAR BTb rtY; PLATE SO IN- 139 0 WEB BRACES 1m0a2-0, F J01W, QPpgtC JOINT Al -4, 5X 3.6 JOINT C2-7. OX 5 4 THE MINIMUM BEARING- 3.5 IN00 + t1 , p-4; S 3, 6 JOIN' 2X 3. 6 Up',.x,-.,—ii1:y...rw.a—_...—_,-..__........._.«.—r..-------.-----"-----_:.......,---_�..—..» ______ __ .........-- »... ....... �..."....,.-.._ etw 00A,N .30'� 0" O; LESS MINIMUM LUMBER TOP CHORD -2X 4 DOUG FIR'-LARY02-'`BOTTOM CHORD -2X 4 WOO FIR -LAW ,t , rAw U?t Cyt3) �( d, 4 JT AL -1.3X 1,13 JT: H-3 !t 3 6 JT C2" 6X ;i h ALL WEB13k2X 4 'DOUG Olk-LAK PLATE Bq 1N- 13Y. 0 WEB BRACES 1-,0, 2-Ot fp' t*0"'- - n THE MINIMUM BENO. + `J�fiJT BF`RJy,I:,C� 5101NT Ri 4, 'JX 3. b JOINT C2 4. 0X ARIw 35 INC � ✓ �i. D. -.r sC'� 3:,�� JOINT 1 -3. 2X 3.6 .._ ..------------------ Of! ^___-_ - _. ----------------- --------------------- !yh la rC7r , r° *► i','tS'.^`--------------------- - .---.. i aV 5 Of! OR LESS PiINIMUM LUMBER TOP CHORD -2X 4 DQUO FIA -LAR #2 BOTTOM CHORDw2X '4 Dt3U9�'FIR.-LAt� + ALL WEBS -2X 4 ROUE FXR-L/413 'O 4 JT, AI -1. 3X k. 6 JT, B-3 .2X 3 6 JT C2-2. 6X 3 6 NA n x ;;a THE MINIMUM DEARING- 3, S INCHES '��yjah� Lti/r [3PL.IC JOINT Al 4, yfX 3 dr JOIN( Ca 4 5X 5 q PLAT SG: d WEB BRACER 1 Or 2~0, /SIN DyQ: 2X,,3, b JOINT 15-3,2X J. 6 _ _ ___ w...rr.i...w------------------.....----------...-- sit r SPAN 2bt x J„ Alml 3X 1. BtJI. 11-3 . 2X 3. 6 J7 C2 2, 6X 6R FtR-LAR 02 BALL„OW£83OaXy4X.M2tJOQO FIR�'LAR+IF�3 �x+1y ___O »t; OG2x s-4. .5T AlmlOR �S MINIMUM M LUMBER TOP 2-2CHO6X�3T'E S(3 'INS 139 0 WEB BRACER 1S0,X 4r Iii -LA0 C +„ :1 ' SPLI:G'i 1. �IOINT Al -4, 5X 'a`. 6 JOINT C2w4, S;: y 4 THE MINIMUM BEARING- 3„9 INCHtss JO1'NT E-3, 2X 3. 6 — --- w. -------------w--- —:- ...--------------------------- ---w —_— ---- , "� (IR 84 r- 5” OR LEAS MINIMUM LUMBER TOP CHORD -2X 4 DOUG FIR -LAR 02 BOTTOM C¢IORn-ZX 4 DOUG F1Ftl')-hii°1►:p'�',.” ALL WkB6w2X �4 POW F:IR-LASS rr 41 5X 0: 6 JT, Al -1. 3X 1, 8 JT. B-3. 2X 3 b JT C2-2, 6X 3 6 ! +, PLATE 30 IN- 134 6 UEB BRACES 1-0r 2"Or Ilvz 19PL OEl3 JOINT Al -4,5X 3 6 JOINT C2-4 5X t: n THE MiNtMl1M BEARING -3 6 INC)I�A,, , X++i , 643 2x 3 6 JOINT E-3. 2X 3 b _ --------------- --------------------------- --------------- 'fl _ _--- - _— — " R-r 4"••.""�„ n TWl QY Rfl 'TQ ,IN TRUSS FABRICATION ARE OBTAINED WITH A*MECHANICAL ^JIG THAT -ELIMINATES HARMFULw9TRICS690 CAUW6ly 1.ACKINP SUCH A 1yAo8 CO SEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES IN HANDL PERSONS WOO .�f O >t4 ai i p� 8t1 OtITUTEIL J. b, ADAMS CREASER CARE MUST BE BILEXEITYBFO RTHE ERECTIONROF TRUING THE SBRACINp4ER CONNECTOR' MOW �' ae ; ,O+AUSN £V TO SEEK PROFESNIONAL ADVICk IN REGARD TO EREALIOPLARAC CENAND TERED PERMANENT SHOWN f�THERWICtE,ALL �II'LATML"�T r t = "+ nGll��l {'t17 AND FIT, dIMENGIONe MUST BE VERIFIED. L 1, H; + a Mlli�f tM THAT R 0000 Ok E, OME JOINTS MIGHT REQUIRE LAI;CiLR pL/kTES STRESSES. FABRICATOR MAY FIND FROM EXPERIENCE, R _ CONTINUOUS BRACING ON WEDS AND CHORDS TO BE ANCHORED AT 'BOTH ENDS TO A SUITABLE SUPPORT. %1".." (I TD',SE SUPPLIED BY OTHERS.) ALI_ WEBS 2X4 UNLEG6 OTHERWIGE $PECII 1ED.iX±I�rKI� K(rY` J n ADi�MSI CO. SHALL OBOE^STEEL AND - -..` _---AE MADE' OF 20 PRESSED INTO HATH FACE£+ OF JOIts�TB _ —11_x,— — ---. --- .. -- —N -- .. M M mol PIATSS WITH 8 AFTER SIZE - SPLICE«PLATEt H'' AFTERSIZE16-p4. PLATE Rx �('"�� 'QL I8(iUAC1E 'Rt, -INCHES DOEQ NOT INCLUDE PLATER REQUIRED TO '$PUCE A TRURO TRUSS LIND iY�LY SPAN 6Y FACTORS HELOIJ FOR 'STRESSES, Al-' �A- 68, 46(C) A -C2- 73. 12(T) C2 --C 50.21119 A1'-+C2+� 18.46fGI I LLQ- ib 00 F1$F t { ` Eti'' '»C32*► �1, b2(1) I DL;- 00'08F W I CEILING tr; , tL,'AR'APw"tWR++ 1X4 (V8e'Sr:0.C_BRACINO ON 0,C, IF B.C, IS NOT AMOUATELY 'BRACED) I LL- 0.04 PSE, �pJI',A MINIMUM BEARENq GREATER THAN 3 1/2" BUT NOT EXCEEDING 7'' I DL» 10,4f)'FsI3F _ ar r rya .Y k y ' AY)tl t1„!E BEARIIID 'BLOC►t �J � f {i i rRE11UtREn NAILS ON BEARING BLOCK -(MIN. DRG, -3 51X 6 14S �I ` ►rAQS��1 iI l' t ,t4; re j y —--------- w_— --------------------------- SYSTEMS R'I.`��-.{-l�I R, C,�. PLDIN ., r.j, i, », rt.I nrin� p {.i"n�i / x' to •, h ., � �,,.�, A'� NS i lig. V1Y.11 A Jf511Ur �. {NUG If- tT �6 3 •+y tka`:1 ), r " +, }, r S , �1 's5,I SYS� L 1 ,T l 4J co♦ � � n , �.r��+f uhl.�w"fie it:f4; 4 ¢.lJ 1.3ABR.. AA/ , 12 # �7; � _., .w.„ .... ►. .. .12121.. �,«.------ . ».... «�. Uli CODE J D ADAMS COMPANY "Lk,"BEP-SAVIER" E40IWEERINv COPYRIGHT 1.400 " 4- 2-11NO SPLICE GF> T JTZ C e' I/4 PNL f. f q. 00/12 5003 K012 CSPAi4 3pr- 0- OR LESS MINI". LUMBER TOP CHORD -2Y 6 ',OUG FIR -LAR SS BOTTOM CHORD+'2X 6 DOUG FIR -LAR 19 i JT, A- 3, 4X 3, 4 JT. Al -2. 6X 1. a JT, A2-4. 5X 3 6 JT, p-1. 3X 1, f/ JT C10-4. 3X 3 6 ALL WEBki-2X 4 DOUG FIR-LXE± STI) •( JT: C -.Z, A>! 3, b PLATE 80 IN- 139 7 WES BRACES 1 -0,2 -0.3 -2o4 -1t Jt1IW'T M�LIC1i$ JOINT 61-47, OX 5.4 JOINT A2 -7 -OX ''3 4 JOvNI C1-7.OX 5,4 THE hINYMVti i`EARINO- 3, 5 INCHES 40IN"T 9�04.'X, 3.6 JOINT IE -4 5X '3.6 -------------------- Iri11R'.:NAI! ',3Qr- 3" OR LESS MINIMUM LUMBER TOP CHORD -2X dDOUG FIRr-LAR Mi N1 wBOTTOM CHD-2X 6 DOUG FIR -1 AR G#X 39'X' 3, 4 JT. AI -2 6ii 1.6 JT. A t-4 5X 3.6 JT. B-1. :3 A' 1. EI JT CI -4, SX 3 b y+ ALL N1EBS"�2X, A. DOW FIR -LAR 81P.,, J. PLANE; SO TN- 139, 7 WD BRACES 100.2-O, 302, 4a1. OTNT 4 C� S JOINT Al -7. OX 5,4 JOINT A2-7. 0X 3. 4 JOINT C1-7 OX 5 4 THE MINIMUIy BE:ARINp- 3 5 INOom b 3. b JOINT E=4 5X i. � 3. 6 ,0.,-----w_.__— w_.--r._»—w_-.—w--_..--- o._w_..:_----.-_.--w—.__...------_w_.------------------ rplt'->�/11u' Jp'r- " OR LE88 fMINfML" LUMBER TOP CHORD -2X b DOUG FIR -LAR 01 BOTTOM CNORb-2X A4 DOUG FIR�IIAf� X12., , u +� ' ° + " 3 RK S. JT. At -2. 6X 1, 8 JT: A2-4. 5X, 3 6 JT B-1 3X 1 8 JT. G1-4 5X a 6 ALL WEBS -2X �i COUG F'IR-_1..AR On + '''.;' i�}I yb�(,yyi3> Ib PLATE 80 INS 134 7 NSB BRACFii 1-0. r?ab, �p>Z, 4�+0� t AGN .F�rP. lP hr -1, .11 1y ar INT Eki JOINT Al 7. OX 5.4 JOINT AI -7 OX a 4 JUIN'T C1-7 OX 9 4 THE fe1INIMtJM BE ARI }C- 3 5 INCHES: C ti��4. MPlifi 3, 6 JOINT E-4 5X 3 6 r..� —---------------------------------------------- -----`-- ----_ -^^'- n � AA ., 3" On LESS MINIMUM LUMBER TOP CHORD -2X 6 DOUG FIRS -LAR *2 BOTTOM CHORD -2X b DOU4 FIR --LAR. X11 3. 9X 5) 4 JT, AI -.2. 6X 1, 8 JT. A2-4. 5X 3 6 JTB-1. 3X 1 0 JT CI -4. 3X 3. 6 ALL WEBS -2X 4 6i0Up FIR^LAid GTP 4T C++2. 6X 3. 6 PLATE 80 IN- 139 7 WEB BRACES 1-Oy 2-0, 3-2r 4-O, i "INT SOLICES JOINT AL-7.OX 3.4 JOINT A2-7 OX 5 4 JOINT CI -7 OX S. 4 THE MINIMUM 9EARiNp+* 3.5 'NGHEt3 ANT ;17-'4, bX 3, 6 JOINT Eu, 5X 3, b __ . _ - ---------------------w.-----------_w�—�..__ --____—-- ----------- —. ----- / , , i�tpk �31►AN 3,f'-1 J` OR LEW MINIMUM LUMBER TOP CHORD -2X 6 UOUO (IR-( A)t G2 BaTTOM CHORDs2X 6 D040FIR-L,wR '#2, D, 4' JT. Al -1, 3X 1 EP JT. Ait-4. bX 3 6 JT. a-1. 3X 1. E) JT, C1r4 9X 3, b ALL WEBS -2X 4 DOUG FIR-iA1R STI; S2,3, 6 - PLATE 80 IN 127 4 NEB BRACES 1 Or 2-0( 301t4-0, , V y , i*T, iiLiCE3 .MINT Al 7. OX 5.4 JOINT A2-7.0% 6 4 JOINT CI 7, pX 5 4 THE MINIMUM BEARINOM ;9 '3 INCHES c} c NT ? 4. S!E J. 6 JOINT E-4 "JX 3. b __ ,---------- ---- ------ ------------------------ ----_--«r._..r --------------- ....-, -.- ....W; irm ib'- 0" OR LISA MINIMUM LUMBER TOP CHORD -2X 4 DOUG FIR -LAR BS BOT"ON CHORD -2X 6 DOU: FIR LAA $2 1p Fl4;, �l6- !3. ZX '9,i JT, AI -3,'.!X 1. 8 JT A2-3 2a 3 6 JT 9.1 3X .1 F JT' C1-3 2X 3 b ALL 4fEB9-2X 4L DOUG FIR --LM 13T6 ; vft, CdF2. 6X 3. 4� PLATE SO I N- 108 7 NEB BRACES t -0, 2-01 3- 11 4a0, w*t�"`. i,E9fIVT NI'L' CES JOINT A1-4. 3X 3.6 JOINT A2«4. OX b 4 J(TINT CI -7 -OX 0.4 THE MINIMUM Af~ARING- 3 'S INCHES it t J JOINT 0-4, 5X 3, 6 JOINT Ex3 2X 3 4, _r ------------T--------------- _M + V'60'+)FAN- 24''�-a• OR LESS MINIMUM'1.UMBEER )'OP CHORD -,:X 4 DOIIC-FTP"-LAR $1- BOTTOM CHORD -21( 4 POUGFIR-LAR 4. a 3_6 yrT. Al -1, ;SIX 1, e JT. A2»"3. 2X 3 b .I1 13R1 1X I FJ JT Clea 2X :3 6 ALT. WEBS -:k 4 DOUG FIR-LAQ STD ° JT. Cm2. 6X 3.6 PLATE: SO IN- 106 6 WEB BRACES 1-L1.7KD, 3-I.41�D, ' JE..rbl} SPLICES JOINT AI -4. OX 3. 6 jOTNT A2-4 ;5X S 4 JOINT CS -7. CIX 5, 4 THE MINIMUM, OCARINO- 3.5 INCHES �)tW ,ID -+4, OX 3. 6 JOINT Ewa 2X 3.6 , ' _ �..------•-r---- _._..--------------._- —_—_-..------_w_ --------------------------------- 'w {'. 'r iQ1it 8PAIY 241-10" DR LESS MINIMLrM LLNMBE;R TOP CHORD -IX 4 GWq FI LAR 01 BOTTOM CHORD -2X A DOUG FIR -L,AR NS JT. A- 4'. 3X 3. 6 JT. Ad -1. 3X 1 8 JT. A,2-1.3 2X 3 6 JT B-1 3X 1. E) JTL Cl. 12X 3. 6 ALL WEp6-2X. 4 DOUG FIR -LAP $Tt1 ;9• a• ,yY .lr(, CN2, &X 3,6 PLATE 80 IN- '106 6 NEB BRACES 1.-0,2-0, �4r'O, > IpINT ;0LI:CE6 JOINT Al -4.5X 3.6 .JOINT 'A2-4. JX 5 n JOINT Cl -4 SX 9 4 THE MINI" BE AR INA- 5 1NCH1iH (' *T Dkl 2X 3, 6 JOIN`( E-3. ,TX 3 b ...._.. ------ - ..w— _--_�^---_ - - . ---- --_--------------------- ....----. _ r.• ` Y� IIE$T RESULTS IN TRUSS FABRICATION AREOBTAINEDWITH A MECHANICAL JIG 'THAT ELIMINATES HARMFUL IRTRESS1S CAU)I4''A b VY,WANR1_•Yi#p.' LACKING SUCH A JIG, GREATER CARE MUST SE EYIERCISED IN HANDLING THE TRUSS OR LARGER 'Co"CTOR ML41i'rWN b , BE, SVHSTITVTED. J. D, ADAM5 CO. BEARS NO RFSFON5IBILITY FOR THE ERECTION Of TRUSSER PERSON0 U9INd TRU&tIll19 H 'it,12y$R OAVTt*E.D TO SEEK PROFESSIONAL ADVICE IN REGARD TO ERCCTION BRACINC AND PERMANENT` ZRACINO. ALL JOINTti MUST ACCURAY,MY CUT AND FIT. DIMENSIONS MUST AE VERIFIED ALL PLATES CENTERED UNLESS SHOWN 'OTHERWISE. PLAT3;8 ARE } I;, biY1iI.Ml1M BAND ON STRESSES. FABRICATOR MAY FIND FROM !~XP"JENCE THAT SOME JOINTS MIOW REQUIRE' LARGER PLAMA FO�t 9w r 14M1If Liko, -ALL CONTINUOUS BRACING ON WEBS AND CHORDS TO BE ANCHORED Al BOTH ENDS TO A 14UITAIILC SUPPORT'. tom.VNOW.1*0 TO BE SUPPLIED BY OTHERS.) ALL HESS 2X4 UNLESS OTHERNISC SP EGtFJED it , 1 TIE7PARR; "(NY J, D ADAM$ CO, ) SHALL BE FADE OF 20 OACF. STEEL .AND PRESSED INTO BOTH «FACES -OF-JOINTS'hY _.._ ----- -----------_-r----------."--------a----------. P TOTAL SQUARE INCHES DOES NOT INCLUDE PLATES REQUIRED TO SPLICE: A TRUSS I TRUSS LOADINGMULTIy E -ESSES `±. ti,i�5 1^ -R 7Spt3tLY C)AA1�A7-A53o69fGRS �LA2-'FOR B SOROO(C) A -C1- 71 J9(T) Cl- C- 36 OO(T) AI LL" 20.00 PSF 4f At--Cl-23 13(C) A2 -Cl- 28.98(1? A2- C- 44 01(C) A- C- ? 65(C) 1 001 10'00 PSF I CEILING ti4 ALL BRAClNO- 1X4 ' (USE a O.0 BRACING ON B C., IF b L C 15 !JUT ADEOUATELY BRACED) T LL- 0 60 PSP r I)11 FOR A MINIMUM BEARING GREATER THAN 3 i./." BUY' NOT EXCEEDING 7,, T DL- 17.'00 PSF 'ADD ONE HEARING BLOCK �CREASE FOR 6TL-L°5 )I It£QyTRED NAILB ON 'BEARING OLOCK-YMIN BRG -3.5)x 6 14 r, C. p�f�:4p' kf' • ( � 'Rc-' J �. 1 ,.. kl,'Ellf"i.,��i1.7�1�1 "HIS TRUSS 15 0ZSK;NCC J91NO THE NEW TPI DESIGr1 1/4 PNL , CRITERIA THAT 6ECAME EFFECTIVE JANUARY 1, 1(m OPT, JT PUCE 11 1 3 A � # `AbPT J T ,1�P41CI Iz1 I 4 SCAM'° _ SPA N •---- SPLICE GF> T JTZ C e' I/4 PNL f. f q. 00/12 5003 K012 CSPAi4 3pr- 0- OR LESS MINI". LUMBER TOP CHORD -2Y 6 ',OUG FIR -LAR SS BOTTOM CHORD+'2X 6 DOUG FIR -LAR 19 i JT, A- 3, 4X 3, 4 JT. Al -2. 6X 1. a JT, A2-4. 5X 3 6 JT, p-1. 3X 1, f/ JT C10-4. 3X 3 6 ALL WEBki-2X 4 DOUG FIR-LXE± STI) •( JT: C -.Z, A>! 3, b PLATE 80 IN- 139 7 WES BRACES 1 -0,2 -0.3 -2o4 -1t Jt1IW'T M�LIC1i$ JOINT 61-47, OX 5.4 JOINT A2 -7 -OX ''3 4 JOvNI C1-7.OX 5,4 THE hINYMVti i`EARINO- 3, 5 INCHES 40IN"T 9�04.'X, 3.6 JOINT IE -4 5X '3.6 -------------------- Iri11R'.:NAI! ',3Qr- 3" OR LESS MINIMUM LUMBER TOP CHORD -2X dDOUG FIRr-LAR Mi N1 wBOTTOM CHD-2X 6 DOUG FIR -1 AR G#X 39'X' 3, 4 JT. AI -2 6ii 1.6 JT. A t-4 5X 3.6 JT. B-1. :3 A' 1. EI JT CI -4, SX 3 b y+ ALL N1EBS"�2X, A. DOW FIR -LAR 81P.,, J. PLANE; SO TN- 139, 7 WD BRACES 100.2-O, 302, 4a1. OTNT 4 C� S JOINT Al -7. OX 5,4 JOINT A2-7. 0X 3. 4 JOINT C1-7 OX 5 4 THE MINIMUIy BE:ARINp- 3 5 INOom b 3. b JOINT E=4 5X i. � 3. 6 ,0.,-----w_.__— w_.--r._»—w_-.—w--_..--- o._w_..:_----.-_.--w—.__...------_w_.------------------ rplt'->�/11u' Jp'r- " OR LE88 fMINfML" LUMBER TOP CHORD -2X b DOUG FIR -LAR 01 BOTTOM CNORb-2X A4 DOUG FIR�IIAf� X12., , u +� ' ° + " 3 RK S. JT. At -2. 6X 1, 8 JT: A2-4. 5X, 3 6 JT B-1 3X 1 8 JT. G1-4 5X a 6 ALL WEBS -2X �i COUG F'IR-_1..AR On + '''.;' i�}I yb�(,yyi3> Ib PLATE 80 INS 134 7 NSB BRACFii 1-0. r?ab, �p>Z, 4�+0� t AGN .F�rP. lP hr -1, .11 1y ar INT Eki JOINT Al 7. OX 5.4 JOINT AI -7 OX a 4 JUIN'T C1-7 OX 9 4 THE fe1INIMtJM BE ARI }C- 3 5 INCHES: C ti��4. MPlifi 3, 6 JOINT E-4 5X 3 6 r..� —---------------------------------------------- -----`-- ----_ -^^'- n � AA ., 3" On LESS MINIMUM LUMBER TOP CHORD -2X 6 DOUG FIRS -LAR *2 BOTTOM CHORD -2X b DOU4 FIR --LAR. X11 3. 9X 5) 4 JT, AI -.2. 6X 1, 8 JT. A2-4. 5X 3 6 JTB-1. 3X 1 0 JT CI -4. 3X 3. 6 ALL WEBS -2X 4 6i0Up FIR^LAid GTP 4T C++2. 6X 3. 6 PLATE 80 IN- 139 7 WEB BRACES 1-Oy 2-0, 3-2r 4-O, i "INT SOLICES JOINT AL-7.OX 3.4 JOINT A2-7 OX 5 4 JOINT CI -7 OX S. 4 THE MINIMUM 9EARiNp+* 3.5 'NGHEt3 ANT ;17-'4, bX 3, 6 JOINT Eu, 5X 3, b __ . _ - ---------------------w.-----------_w�—�..__ --____—-- ----------- —. ----- / , , i�tpk �31►AN 3,f'-1 J` OR LEW MINIMUM LUMBER TOP CHORD -2X 6 UOUO (IR-( A)t G2 BaTTOM CHORDs2X 6 D040FIR-L,wR '#2, D, 4' JT. Al -1, 3X 1 EP JT. Ait-4. bX 3 6 JT. a-1. 3X 1. E) JT, C1r4 9X 3, b ALL WEBS -2X 4 DOUG FIR-iA1R STI; S2,3, 6 - PLATE 80 IN 127 4 NEB BRACES 1 Or 2-0( 301t4-0, , V y , i*T, iiLiCE3 .MINT Al 7. OX 5.4 JOINT A2-7.0% 6 4 JOINT CI 7, pX 5 4 THE MINIMUM BEARINOM ;9 '3 INCHES c} c NT ? 4. S!E J. 6 JOINT E-4 "JX 3. b __ ,---------- ---- ------ ------------------------ ----_--«r._..r --------------- ....-, -.- ....W; irm ib'- 0" OR LISA MINIMUM LUMBER TOP CHORD -2X 4 DOUG FIR -LAR BS BOT"ON CHORD -2X 6 DOU: FIR LAA $2 1p Fl4;, �l6- !3. ZX '9,i JT, AI -3,'.!X 1. 8 JT A2-3 2a 3 6 JT 9.1 3X .1 F JT' C1-3 2X 3 b ALL 4fEB9-2X 4L DOUG FIR --LM 13T6 ; vft, CdF2. 6X 3. 4� PLATE SO I N- 108 7 NEB BRACES t -0, 2-01 3- 11 4a0, w*t�"`. i,E9fIVT NI'L' CES JOINT A1-4. 3X 3.6 JOINT A2«4. OX b 4 J(TINT CI -7 -OX 0.4 THE MINIMUM Af~ARING- 3 'S INCHES it t J JOINT 0-4, 5X 3, 6 JOINT Ex3 2X 3 4, _r ------------T--------------- _M + V'60'+)FAN- 24''�-a• OR LESS MINIMUM'1.UMBEER )'OP CHORD -,:X 4 DOIIC-FTP"-LAR $1- BOTTOM CHORD -21( 4 POUGFIR-LAR 4. a 3_6 yrT. Al -1, ;SIX 1, e JT. A2»"3. 2X 3 b .I1 13R1 1X I FJ JT Clea 2X :3 6 ALT. WEBS -:k 4 DOUG FIR-LAQ STD ° JT. Cm2. 6X 3.6 PLATE: SO IN- 106 6 WEB BRACES 1-L1.7KD, 3-I.41�D, ' JE..rbl} SPLICES JOINT AI -4. OX 3. 6 jOTNT A2-4 ;5X S 4 JOINT CS -7. CIX 5, 4 THE MINIMUM, OCARINO- 3.5 INCHES �)tW ,ID -+4, OX 3. 6 JOINT Ewa 2X 3.6 , ' _ �..------•-r---- _._..--------------._- —_—_-..------_w_ --------------------------------- 'w {'. 'r iQ1it 8PAIY 241-10" DR LESS MINIMLrM LLNMBE;R TOP CHORD -IX 4 GWq FI LAR 01 BOTTOM CHORD -2X A DOUG FIR -L,AR NS JT. A- 4'. 3X 3. 6 JT. Ad -1. 3X 1 8 JT. A,2-1.3 2X 3 6 JT B-1 3X 1. E) JTL Cl. 12X 3. 6 ALL WEp6-2X. 4 DOUG FIR -LAP $Tt1 ;9• a• ,yY .lr(, CN2, &X 3,6 PLATE 80 IN- '106 6 NEB BRACES 1.-0,2-0, �4r'O, > IpINT ;0LI:CE6 JOINT Al -4.5X 3.6 .JOINT 'A2-4. JX 5 n JOINT Cl -4 SX 9 4 THE MINI" BE AR INA- 5 1NCH1iH (' *T Dkl 2X 3, 6 JOIN`( E-3. ,TX 3 b ...._.. ------ - ..w— _--_�^---_ - - . ---- --_--------------------- ....----. _ r.• ` Y� IIE$T RESULTS IN TRUSS FABRICATION AREOBTAINEDWITH A MECHANICAL JIG 'THAT ELIMINATES HARMFUL IRTRESS1S CAU)I4''A b VY,WANR1_•Yi#p.' LACKING SUCH A JIG, GREATER CARE MUST SE EYIERCISED IN HANDLING THE TRUSS OR LARGER 'Co"CTOR ML41i'rWN b , BE, SVHSTITVTED. J. D, ADAM5 CO. BEARS NO RFSFON5IBILITY FOR THE ERECTION Of TRUSSER PERSON0 U9INd TRU&tIll19 H 'it,12y$R OAVTt*E.D TO SEEK PROFESSIONAL ADVICE IN REGARD TO ERCCTION BRACINC AND PERMANENT` ZRACINO. ALL JOINTti MUST ACCURAY,MY CUT AND FIT. DIMENSIONS MUST AE VERIFIED ALL PLATES CENTERED UNLESS SHOWN 'OTHERWISE. PLAT3;8 ARE } I;, biY1iI.Ml1M BAND ON STRESSES. FABRICATOR MAY FIND FROM !~XP"JENCE THAT SOME JOINTS MIOW REQUIRE' LARGER PLAMA FO�t 9w r 14M1If Liko, -ALL CONTINUOUS BRACING ON WEBS AND CHORDS TO BE ANCHORED Al BOTH ENDS TO A 14UITAIILC SUPPORT'. tom.VNOW.1*0 TO BE SUPPLIED BY OTHERS.) ALL HESS 2X4 UNLESS OTHERNISC SP EGtFJED it , 1 TIE7PARR; "(NY J, D ADAM$ CO, ) SHALL BE FADE OF 20 OACF. STEEL .AND PRESSED INTO BOTH «FACES -OF-JOINTS'hY _.._ ----- -----------_-r----------."--------a----------. P TOTAL SQUARE INCHES DOES NOT INCLUDE PLATES REQUIRED TO SPLICE: A TRUSS I TRUSS LOADINGMULTIy E -ESSES `±. ti,i�5 1^ -R 7Spt3tLY C)AA1�A7-A53o69fGRS �LA2-'FOR B SOROO(C) A -C1- 71 J9(T) Cl- C- 36 OO(T) AI LL" 20.00 PSF 4f At--Cl-23 13(C) A2 -Cl- 28.98(1? A2- C- 44 01(C) A- C- ? 65(C) 1 001 10'00 PSF I CEILING ti4 ALL BRAClNO- 1X4 ' (USE a O.0 BRACING ON B C., IF b L C 15 !JUT ADEOUATELY BRACED) T LL- 0 60 PSP r I)11 FOR A MINIMUM BEARING GREATER THAN 3 i./." BUY' NOT EXCEEDING 7,, T DL- 17.'00 PSF 'ADD ONE HEARING BLOCK �CREASE FOR 6TL-L°5 )I It£QyTRED NAILB ON 'BEARING OLOCK-YMIN BRG -3.5)x 6 14 r, C. p�f�:4p' kf' • ( � 'Rc-' J �. 1 ,.. kl,'Ellf"i.,��i1.7�1�1