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HomeMy WebLinkAbout005-434-018I y _ t - 1 E v' :..moi.-• r-rsry ri.:pya".go-.e.0:u »..-;.c--.e� .�.: _..... `�_.. ^.:r.+. ` - -. - .: '. .•,.�I.^w., � � ' . , . 1 � : ... ..- M1 , 1 l I, 1 e t ? 1iitnk!V�,:t zaP,�d�i�11„ 1k�i��;l},�k,J,,i�l���1�i.��1Y���, ClJilllq► t � 1►�6f ��� �► � li I(1 t i���# �i���1 Vii► M } N� sal l ��r ;� I �4� }� x �k 1� �i I 6 P g i �,� , 1 m W KN ',Yi�Mlm s^`"s b"ray�, ,s"�'nS �t r zT"° y��^" +"`� LL ,�; HA ol ypn � y^ ,,�y�t .t g�,a�t��& Y f•ice I \�Vj ! .`u-..:-� -rvY�FAYc.".ny,MMHutl+wti'i.�,•-'�P,�'.'F-+.ke4•f�tlK �wime�r rntorra7A4k i/ ".wh � ..', •. 'Y �•.xr e�'..-�f.! � a,, rA f 't'• ''"'jy, y�r♦ '„ Mr." �,., � It}t':�p ��j'I. ' q ,�,• ,�,t .. ry '�' �i' �'°�f�`J.,+" r" tib. . �f',(1 ...PP,���r���,� �y�.r j' �``31�`�' �!,ld"r'y, ��;{:�}�'�'1it �'�],p}p..P��y��}�(2=i",� t, t IR�!`'p''�'��„�,��ft,�L' r +..' M ..'rtG �``�� =tlP" Y,..�r� -,: ,. :MP!...y...,:.' ;}•f.:s,'h.lSp atT ,rrl Y1 l r fFr.�7N'� I•'r7r4ia.^a M. ray,+" ,r iF}{%1{j, r,irA �y.,F>'` r2 q" fir'.. '' ,. Y1, i r., '"r'. , r.,�r,ir f ; w+.+'..t+.. "i^.......,.-i.c.....�.y.3.,�1wu�:.t:e.r s._..."r �..+warMrwrgrrwlwtfM�•inrfk^ �•w Yr._...ww r_. ------------ me 4�.... „...�5.� �1►'r..��..� ����_-f ..-. M1i� r _ � -.. .. r • F 1900 , o t re k J:D, )OAMS COMPANY eNO NECRINO $. ��r� ,y ,, r � , 14AND�l4SJ1'V, CALIFORNIA 96007 x P EL o r � � qtr ���.�,, P n ,•.4r " ..r:,) ��IyY�rrr i,�f " •n" E � � V�� �� �• . 4 y��h�`„t� ' •� r t, t fto Fes- `P�. ..! d q, . P 69 n `+�+ fibril sl p 1p. + + #ie r Ip �F 0AtIFORNI P r �. rrrr.,oi■J.wrurw�.rao�a.�n�r�. SP�y aY 1 P A �� � _.... rrr..r ..�„ ..."►:. r• . - ---rP- ---- --r-----rrr-rte. rw ih + 'JOINT Aly*' * . ■ " `� AR Al BgTTOM CHORDp2X d 'DOUG FIR-LAR 01 rM�f ; X�7sl MINT Al l 'JX Y'8 JOENT B■4.SX 3,6 ALL SIEBSr2X 4 DOUG FIR-LAR STD JOINT CZ■ # ♦'Ja; O- OR LESS, MINIMUM'LUMBER TOP CHORD 2X 6 10 FIR-L' x A BRACED WEBS C7.-0 H ,JOINT 004. * 3, JOINT 3.6 THE MINIMUM BEARING 3.3 INCHES t f,a, ..-w_r-+d-ri w'�...nr,.. w.d r}-�-s+-ww•.•r rrrr n---r-:.,w-r-:.rrr-- r .+y}: Pxf _- .. 1yr _ __ _ -r ------------------------- .44 __ 't ` ,�,"r��'P�r' FOR 04N. 42'-` �' OR'„ ..1��' +�%�-fi' " _- __--•___ : _.._ -r rr ^ __--_..__--__»__-----U> sir J0; IT ;A!'„ 3..;PX 701JOIr?�TEAE+I.3XNba8 JOINTER■4'Tffik'Z�,t�Y FSR-LAR i BOTTALLOM CWEDS■2X 4' DODO FIR-1.AR STD 'AWT �C2� 3 6' �u • r� NT 0 „$at ` `.r t0 .6 d`� . i THE BRACED WEBS JOT *4•�_�3,�6 Y-� INT_E■4 SX 3 v1YJ ri�-� �_ � MINIMUM BEARING- -3:3 INI:HES_ - „�"�' r-... - -- .+,.• r ..- -r .Pr ,'*=I -w.• -'MY'w .:f �,.ayz .. S. FOR $I' ,yv; 9rr 4• ORY E'$ MINIMUM LUMBER* TOP CHORD■2X 6 D UG FL ,-VAI AlYrr- BOTTOM �CHGRD■2X-d^DOUG FIR-14AR�$I r r j JOYNT Ar+ +t 74?. JQII lel■1,3X 16 JOINT B++4.'J 3.6 {j+•' il5t ALL WEBS?m2k 4 DOUG :FIR-LAR STD. JOINT Opt* AR "S, 4 0 � � ;� 'y � � �r s �� NO BRACED WEBS ,JOINT 044 S1K 8,,6 JDINT E■4. S1( 3,+6 ' j_ THE MINIMUM BEARINGn 'J.S INCHES t raIN d rr;i .'�1�M+;:.w-- - --------- --_ - -____ - -- -= � - -�°l. ._ .--_ ...... _ -_ _ _ -_ - -- ,,,�� ltoO 104k�b° ' LElf� , MINYMUM-LUMBER TOP CHORD■ X DOG IR-LAR '88 lOTfOM�>+HORD 2X-b�0000-EIR-i_AR-#1�� :1,1047 ,02114 2k X ' / ■ NO BRACED WEDS IOIHT,D�til;lfX'3�b,, JON A1� JOIIdT1E■3aL o2XT3Da3.ZX 3.;6 THE BRACED WEDSRINOALL WEBS02X 4, OU'J.SIINCHES6T[1 ^LE$& MINIMUM-LUMBER TOP CHORD■2X 4 DOUG -FIR--LARrSS--- fT-RCHORD�2X 4-:DOUG FIR-LAR-i1-� r a�'r 11 i, r ♦1t Jit JO X N B■3'12X 3.¢ L WEBS42X 4 DOUG FIR-LAR S.TD JOINT ��oi4 3.6 YNT A1.■1,.3 1.6 JOI T ,t rix., CED WEBS ,yrs .IOtN�' Cx �» ailX 3.6' NO BRA ' *.a V, 4, JOINT E+'3.2k 3.A-THE _MI141MUM REARINO■-3,S INCHES+_- Ari r�s. li`ORty'i6B8 ~MINIMUM-!.UMBER- TOP CHORD■,ZX 4 DOUOWFIR�LAR-01 fOTTOfdrCHURD�2x 4�DOUG -FIR-LAR 01 y �7xc' FOR st• a� M - I l.• JOINT A■ 7.' - 3' 4' JOI A�■ .3X 1.8 JOINT 0 3.2X 3.'d ALL WEBS 2X• 4 y1rJUG FIR-LAR STD JOINT C2.3k DR CE EBS NO A D W „ IX _raj �__-__;.Eam _ HE $IJ IMUM BEARING■ 3.5 INCHES .JOINT riJ■3a3X„ 3,¢ r JOINT E 3.2X 3,6 T -------- ---- _ _--------------------------------- FOR 6PA,P� ( t1•3... �---------_-_- + 1 dA, 990 MINIMUM LUHBER TOP CHORD■2X 4-DOUG-FIA-LAR 01 BOTTOM CHORD-2)( 4 DOUG FIR-LAR i41 4, JOINT A , ..3.7X 5.,4 JpI'►�x #11o1.3X 1.9 JOINT B■3.2X 3.¢ ALL WEBS02X 4 DOUG FIR-LAR. STD a JOINT C1.0 X. �` JOINT E 3: ZX„3.d THE' 3.3` INCHES' 3,..X �d JOYNT D■ E r3' z , ., M ' FOR 6069;';"31 Is OR.L$NB MINIMUM LUMBER TOP CNORDm2X 4 DOUG FIR-LAR. *I BOTTON`CHORD2X 4 UO110 F'IR^IAF; 91 JOINT A4 ?3.4%'5. JOINT°Ad�I1 JX 1.S JOINT B■3 2X 3t'6 ALL WEBSa2X 4 DOUG FIR-LAR SIP J « JOINT D ■,1.'6X' 3. b, r •; NO BRACED+ WEBS C2 n �AINT •+ by .0 i' - JOINT :E13.2X 3.6. THE MINIMUM BLARING- 3,5 INCHES !� _ �,- .• :FOR SPAN X'31 - .- ik u_- _. --_ -_r-- ---_ .-_. _ _ --_-____--------- -----------__-�__.__._ 1 M 1" Ofd;, S HINIMU LUMBER TOPCHORD ZX'4 DOUG FIR-LAR b`1 BOTTOM CHORD-2 4 DOUG FIR-f Ak 01 efi'yi`'b JOINT A■ rTr+�X '5:4 "A"t rAi�+�l.'.3X 1.'8 JOINT ,8-3�2X 3.'6 ALL W BStl2X 4 DOUG FIR-LAR SIP I' +' }' JOINT C2■?.�:'6X 3, ¢ � ,1� NO BRACED WEB8 JOINT 0■3 ttXy".b ,a+ , { `, ;JOINT E■3.2X 3,'¢ -THE MINIMUM ,BEARINO- 31.5 INCHES It r ,�. "�•••s-.••� •, ••••~..!tr"•'�L1�.t>7.atR71t'.i�•,,�?!ry+"A+r*^M.r+v••.ferrnrr'F�t7�,R�!3': C.f,"�S„eAet'.+'•�?'�"'�' Wudx..a4.if,r•.Litisl.rw•,.r..viics:slrhtiad:Get:YrltrrlJ'.CPQ't°:.'"4L`!1."k:7rtraPr„+«ru,,;,,,� fir,.,=4+?5•�n:{t;;i!,M4'%a4;rt3y 9PA :+.,a9'- l • .8R) (� Dp MINYMUM LUMBER 'BJP CHORD-2k":4 DOUG, R� �i �'1 9oT rp aX „J.,,,D ,Ff� i l F R #1 JOINT A�• .y'.:- X 3.4" �DITfT Ar■Y' J'X 1.8 JOINT B■3 "�X�'�" 6` �" `r a�««w,, *� +rar��ra� �*b ���2R 4� DOUG FIR-4A�STU $' JO I NT C 3. d { « „ NO BRA yam. • ,! N-'-x.�±){, 3.6 "'. I JOINT E■3.2X 3.6 THE MINIMUM BEARINO++ 3.5 INCHES JOINT r ucarte..-iia%-�s„ D 3/ ' ,.,�;��;. ,� �..r.`'.wa:1i+..Li'-t.,$kfSYfY�'��7''6IM.JPL"TS'�..5�?'i:+17.,:sz�-i'r�r* �"SYiL.Y.'3+¢"L;^sh�2C'ti'°r'.*'�3« "trJ•:�"s+Pw.rr 'rnwr+rc'� .- TH£ T t JLT6� IN TRO06,FABRICATION ARE OBTAXNED'WITH A MECHANICAL JIG THAT ELININATEB HARMFUL STRESSES CAUIaED LACKINO SUCH, A .11G! GREATER CARE MUST BE,,TXERCISED IN HAIIDLING THE ;TRUSS 'OR LARGER CONNECTOR PLATES SHOULD pm"'I'3B,STINTED•g�lib.ADAMS CO. SEARS NO RESPOHSIblLITY FOR THF. ERECTION OF TRUSSES. PERSONS UBYNG TRUSSES N. a AW CAUTIONED, TO SEEK Pli<OFE88IONAL ADVICE IN REGARD TO ERECTION BRACING AND. PERMANENT SRACINil. ALL JOINTS MUST !6 ACRR,AU9 CUT AND •f;I.�T DIMENSIOKS DUST DE VERIFIED, ALL PLATES CENTERED UNLESS SHOWN OT:HERWIBE. PLATES ARE kr I MINYMUM 11M$E ON 01'RES��t>11 F'ASOICATOR MATY FI 10 FROM ;EXPERIENCE THA? 's30ME JOYNTS 'MIGHT REQUIRE LARGER PLATES F1)R HAND„CtlJfl 'r i Ll C6Nit4O 6 BRACING UN WEBS AND CHORDS TO BE ANCHORED AT BOTH ENDS TO A SUITABLE SUPPORT. Ir: IALL'BRA4INii Tp BErBUPP+IED BY OTHERS,) ALL WLBS 2X4 UNLESS OTHERWISE SPECIFIER. MULTISPIOE �I11Y J,Ds FDAM6 CO,) SHALL BE MADE OF 20 GAOE STEEL, AND PRESSED INM BOTH FACES OF JOINTBi 'r ----- .. r'-'�1 _«.- � ..L..L._ � .-��.+L"r�L�-x:' '"wSir M�ILTIPLY SPA.1 BY FACTORS BELOW 17ORSTRESSES- TRUSS LOADING " a ROOF s A.-Alti, 7e.33<-C) 11i-B■ j9 LL- 16.00 PS ,20(C>',A-C2� 74.B0<T) G2-Ci•+ ;30.�4(T) r ! , Arl"�C2■ 12t;!t i0 C2-DW 22.08.(7') - 1 DL■ 9.:00 PSF `%� " t CEILING F ADD , S R + 1 LLy 0,60 PSF }' NE B�Ait'Idtl^'DOCK4 0411 NR $UT EXCEEDING 7• ► DL- 10,06 PSF F[fIl'1"M$"'1i�41$7"lid Cir TER' ".S""1% 11EOliI6FSD , 24 0 'ON' BEARING BLGCK■(8T 1 x INCREASE FOR GTL�1S , ... rrJ N.BR0; 3.'S.)f( 'SPACED SPACEPAGE 1! 0oC r i _ ._ - _ __� - -µ_-R._---_f.:..r. __ -rr_ ,4w-_� �-�.��i"J•-'�'I.turw.•: n'w• yir-•..��"^«... t... ^ Cr- , u : Iti r _ y i- r •r 1 " t dit Aw tit Pit rY ': ..... _ .. {f, ,Wp �j�Fr! �,��, y q' � � f 1 «qy� .- V'r b T tri for un;� : s� � I a^ ..la'!. ,,w,4 r., }+K`k4r•YAk'W �F 9�,�Ir{liYhbM!'I[i9'st'rFM«�p�T;, N1Mv�1 vNd4 S"SII tr I. �t. 1 a �` , �t,� a t r �• }� } p q,}rd: yr w 1ZIA +f �,�jK�+ X k t �� i a S•: �� t R' jit 'it ,nr1»+t...�-_..-.+wi7...«..-a:• ..++•et'-'n.., +a,.-� ",Us. r .. ,... 9...,*w.:� «.Sm..., A„,:-.w,�+fi..,.. 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