The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 98-00023 - Horkleys Self Service - CanopyX I I I E I ■ lrwllll 4w 4-1 7II s ILI- A ZQ'd OZEZ8z980Z ION Xd� ssul j IL9:6� rI II ti A ZQ'd OZEZ8z980Z ION Xd� ssul j IL9:6� Job Truss Tnmt ape Q21038 Al MOD. QUEEN . - . •i�Ai-��na ' ^t � I" ._T�. �.�.a ... ��ia_._ iirii�s_.�. omporent �7 oty PI 4 i .S " �� 1R ii 129-913 -24*13 1 �t +ati }+ # d. Y.• ,•t it # ti NL R -70 to _ TT .T a -*_ '" �_ .—�.�_ ---+•+tom+._ .. T.... —_L..y •,,., i _.. - • -- • -- .. _�i��...d i � - � �y' YS A -- S15+= '. as}i--�llp i• _ i_��.�... + 0444 94)*14 ,maii..f#u} plat& oft - 6 (X.Y) - 11 - 0_ I _G. Q�D, 0) -C _C�.8�0_1_jgjj (5-0-06-Q, 0-1-9), 111 01 - 1 0- 1 - 121. [9: 0-0-A 1 0-0-01, tq: 0- 1 -0 P 4��,,.s . --,._ .--....E��..: i!FaIs.re. a••� ,a.1.L".'4+�Y+4.,Vi.-..��.�,.—Is•.ti�aa•Jv .i[�.._�.._.._ �-..d a�Y+_tiisJ�� — ___j-11 Jy �=iue a,a .J .7 A:.-. *._...,_J b�7ir s. '1'JF. ��+�..r. .. - r SPACING -0-0 +CSI DEFL (10 (100 Ydeft T L LPlate$ I ncMaso 1.18 T 0_81 'e (I.L) 0. 43 12M 1 965 � TCOL V -O L u rn ba r I n ac;) -wc'e_ a a 0.89 Vert(TL) .59 1 I1 705 0. T9 n1a 5CDL Cade -901 OLO Rep Stress fmr YES X11 .1 LL def = LUMBER TOP CHORD 2 X 4 SPF 165OF 1,5E BOT CKORD 2 X 4 PF 16F 1 1 WEDS "S� P F t u&Std OTHER,5 2 X 4 5FFto td vvF-DGE UAL 2 X 4 Fi t.- 2 X 4 RIEACTIQNS(lbs/3120) 1-=231910-5-6,9=210710-5-8 MaX H X231910-5- ,9=210710- - H orz 1 1&-SO(load CaSe 3) Mex U p lift J ;-8 5(load case 4), S= 1:oa case ) BRACING TOP CHORD 1T CHORD jq t I — _'A� ..4 uJJ.JJ Wi1:A • *-• -� •- c `.. ,jW4til: JJ'.d ys. PLATES GRIP M 2 149/110 eight-, 1 (ibit) ._.................. _�_r... . Sheathed or - F0 on . ester pv 01 fncIng— RCES TOPO+ 1, �- 65L 2 -3z -3625t z =-3825. _ -2691 + _6=_269116.T2-,,3825.7-8=-3325, 8-9=4285 ROT CHORD 9-10=3924, 10-11 =3252, 1.1-12=3252, 12-13=32,52, 3-143262, 1-14�3§24 WEK -1 =-537, -14= 574* 4-12=-i 015, S.12zi , AA =-101 , 6-1 0=574. -1 z-537 NOTES r t i � d n natal 60.0 _ _ , Windt t above ground level, U iP- -4a � Otd Wd Ari , . chordbottom deal [W.1 0.0 males from hurrIcane manI r� , gn acate4ory I enclosed building, of di Men Sions 45.0 by 24, 0 YAM e A - ). W rn bar S II" 1.' , Plate I rk* j. eels are ex posed. r # 1 iE US This truss hes been Ig d 1 � P.O. bottom 1� load . Dn rr n with an oto r 1I �� T � � � I MPSON H2.5 connector recommOilded to conn act tRiss to bearing walls due to jjpfift as fol v4± One connector at Ont(sj 1 9. LOAD Standard £0 'd 2UHq9H `ON XV9 ssnal A i 00:01 03M 96—El—AVW W Fly Job TrUSS Trvn Tye 5 021036 A2' DROP HIP Fie r )Sutherland'fin 0 MI-Tek_T n Se 72D_Tn5 I 0:1 fi_... - TF P 240 4X4— - 10 4 TZ -�.,.. � ... _°'r��:•-- �:.� '" � L y. _. t��.�ma�.•i.� - ,.. -Tom+-�_ }r,a �A.�..�: .. - —I � - -y�,y ,rr' l - +*'i'- 41 UUD T51i I a.s 21411 Gib &A rt — _ f �� _ •,�-.• _.�••�__. .. _ _ - , iJ. �..�r_�.� — - i—'-`�r.�— - � � r,= „"�1i�{` � � � ' i � ice' L � as j re - �y�,��_T._ _.. _: _.. .... •. �,v�r� -. .. . __ .� —T� av _r. _ ...q„-,..® _ „r..JiYii��.,t i. - ,r .t,.r.��f� ... .,.._ f,'��+i� _..�_�ri 4+w :v . ., ..erre tif. M.iw� -,� .. _ ...._... .A"1-r,A�T..�.. ��T� - r'-: •:�r��+�`.. _. .. z.dv LVWWjPL44jjPL: ti:., U ,. _ It4PACNG C511I € L� - + !ALT. GRIP TCLL <9W, P12t6S 10�rOaSa 1-15 7C 0.99 Vim' LL) 0-86 13M 630 0( a149/110 fii CDL 8.0 Lr:r lftsrewe 1 15 BC Of94 TLS 0-8 13)J13)JS 4135 LL 0,0 Rep 5trast Ince NO WB 0,92 r z(TL) 012 9 n1 BCD L _0 Code URC -94 ` tfrX r Ire Leel k I L def;- D � ht- 1�� L DER 7P CHORD 2 X 4 SPF • BOT CHOR D 2 X 6 DF No, 2 " E pt` BIPF: WEB$ 2 X 4 SPF Studi d +EXOW VI 2 X 4 5FF NO -2. 1 2 X 4 SFF NO2 REACTIONS(Ibs/size) 2&282010 -5 -8.9=282010 -5 - Max Hort 2=%. 1 07p2d CaSe j Max i 145 (1 O Cne 4)Y �a i jj Wd case GRACING TOP CHORD Sheathed of -6 6mr purlin spacing. exaspt and verficals BOT gid a Ef a d � pi .r � � . FORCES TOP CHORD 1-2-!---5043? 1-3-1777 -7z-gS 1 kSO T 3 J 1 ? -,1 --83&8. 1 '-1 -- 688, a-4 =5420{ WEBS 4 -16::t30651 -16 _559, -1 =-1567. 5 45. z18 9. -182, 13.14#-467.1 12-13= 1241 } -1 2=147* _1 =_5253 OTE mss W be conne&A together vAth I od nils as follms. Top chords connected with I raw(s) at 12 Inches an center, Bottom shads 06nnuted W1th 1 row(-$) 31 12 inches lntet- VVebS oonnaClednth 1 row at s Riles r� cantor. Is t *ng en chackod for unbalanced goading b ion 5 about joint 7. This tr�� bis beery c� si r3e for tes to aft generatitdby 30.0 h, Windt al 25 0 feet above qmurn leve 1, a sln 9 a. 0 p, zi,f, top ch rd 4de 9 d Iced and 48.0 p.l.f bottom chof d dead bad, i co.o miller fforn h rr np ocean ane- on a Clati§gory # enciowd building. of dimanslonS 45 0 by 24. 0 with exposure C (ASCE 7-93), Umber Increaso = IM, , Plate Increase ' 1.31 No endverb call -ore exposed. T f ct s bee tWjonOd f 1, p r bottom chord We load nonancurMWi t�h l r } 1E , r I M P 2. 5 cio nmdors teco m merWedto conn act t russ to be a ri N walls dua to UpI ift as fo vows, One con n ecto r at jol ; 9. LOAD CASE( Uniform toads fts, per ) _ Vert- 0 .0#5-7=-106.0, 2-3z-16-01 ConcentratedLoads Obs) Vert -2=411D, 3=.494-8, �- T . �- 1 _ M 'd 22H98H 'ON XH ssnil � j 10:01 OEM 9641_AvW A i Job Truss I Truss Type 021036 A2A P TC HI Irwin A Qty . _ __eee_eee_s i. .. -f �-fF�l®iFF-rF •.• •• ••-""'---yF i••-• • - •g ply 12 /lfl 117 IG +gip T6 �: ' Inc. .�� -2-0-0 +6-0 10-3-1 1 1&8 15--1 Q- 14 .... , ... �.. _ . a.�_.... 14 5-0- - -- 5-6,0 is, RL ir JL ,r- -�+ =tea .+F � } �•i!�^a_-. R� _.*_ -• .+•---- ��'�''e��; �F t ! +_ 476" - r,erL if"JVeevef• � _.-_. _.__}__. _-'J .�•.•Y�I LOADING (P4 s . ,•. �....__ _'fi�i.r..e..---.- ... d. ^-L_ �°° .".e SPI -DSO ..�Jli ,.... _ ... .e cm T LL 46LO plates Increase 1-15 TC 0.93 TCOL 8.0 Lumber fwme 1.1 ROLL 0.0 Rep Strass Ivor NO VVB 0,89 13CDL 8.0 Code - ( atti LUMBER I -OF CHORD 2 X 6 SPF 1 A 50F 1- Pr 80TCHORD 2 X 6 SPF 1F 1-5F WEBS 2 X 4 SPF Stu l fd TxceptA' W3 2 X 4 PF NO— REAL I (I') 23897.16-, 352410,5-8 Max Horz � - 107 Vcdd case Uplift =' 2 3 7 0 csd tad , = - to ae. •-•r-_-eneeeeee_eeeee_-a ra :u ... ....•f�4•��f ...__s��aaa.,�.:i .. ..... _-..._ r _. _. DEFL in rt LL) 0-87 13115 477 Vert(TL)1-18 13115 352 HorzjL) 0.113 9 n/A Min length / LL M1 =240 BRACING TOFF CHORD BOTCHORD PLA-rES GIMP ID�2a 1491110 ( 0 a) 112/82 Wright- 14 (I -& Sheathed or -10-11 on oenter pudIn spa b ng. axegot Mrd Verdes. 36d, C>r 10- 00- 00 an canter braci ng a� FORCES TOPCHORD4 �' - � Y 3J , + �}-� y L T '� 1 204 7 , 4-1,0=-12037, A_R l I ,' 4 -S=o -7883. 1_1 =-8104. 1 i*1 #' 1 7■. 1Z -14= -167f13 -'7 -j4; ---167a3 . BOT CHORD 3=810, -`� =1 .w 10-11 = 13764. 1 ' 17r 151 , -16=7189. a-9=716 , 11-'� �- � # 1 1 � 1 1 �, 15-1 =16122 VVESS 4-1i5=5230. C-16=-585, 5-16r---$349, 5-15r. I IST 5,13=1753, 1 -1 ..- a 12-13-3474. 10-12-=40. 3-12=-6087 NOTES 1 ` truss to c nWt her wOh Od F oft follows` Top chords n t 1 raw(s) () t 1 -Iitches meter, rtom ord connected with i I (Ot F irichar 01) canw. Webs wnmcted wAh 1 row at 6 Inchee, on center. Ttils truss haS teogn rhecw for unwit"d loading wnditiOnS About JOInt 1. 3) Th -is taus has bm n des igned for the wind loads qaWasted try 0-0 m_ Fh, winds at 25. 0 feet a bovo g ro und level, u l A9 8-0 P fJ toy nerd dead load and 8 .0 P - s - t chordboffam dead !orad, 100. ill ry f hurricane, nl Y on a category I ar sW uidai . f j ensior`� .0 h � u� (ASC - -U L tj mb9f I n - se = 1- ; , Flap 1= 5,se = 1. 33, Gild verflcOls atcxPOaad- 4) SPW8jI hpftgpr required to suppQdconcentrated foals, 5) Provide adequate droinage to prevent waler pondleig. T j tfu . has tf � een s d for ti 10. PB .fL load n � it rr I - . H an 9w recornme ndo d fo r conn awn of tr S 9 to tearing walls 0 u e to uplift, : . at joint(s) , 9. LOAD CAS 1) Lv bGr ■nC!r ! - 1 a1 Plate I cre3= _ i se= " liniforrm Loads albs r ) _ _ ' .1- =-106.0' `7i-106.0, d , =-1 -19=-106-0; 4-19- _ -1 - , 4= =_ -106- 4 - �� 1 1 o,14z-10 _0t 7-14=-106-0[ -1 1=-16-01 1 1t1"Pa1,0, 13'x15'= *-, 1'17_,'0 Concentrated Loads -Vb 'y d. 212-0, =4 4. T6=-4S4lam�5r� , -21 2A 1 !t-1780-41 90 'd HHBeseoe ' ON YVA ssniZ � i 10:01 Q3M 96-CI-AVW 4 t Job I ' I Truss Type 1 f 021036 A3 DROP TO H Pi r y Rexburg/Sutharland 117 (1 'k_1hdu31riWi,_Tn_C7.j"hW j;pn %_V37f jal$6 -f iDna 'PjjF*'f 270-0---0- 41 + � i �� qtr—• �� {�'�-�#� j4'}� aa�is.a a` � F•u. _f�#i Feer t - I 5490 5-0-0 3-5-2 1 �00 1414 u �,a- —a�Ta F•T � �� Fm -+ q�tr� • __r_�,.�_r _. .. ...._��i-re ... 9 se_'7!F'!!�!*._J ., e - :. AcG := a i! #2 h1 t ;e,m-.1,0K _ .-moi�.CIYi m Y - Tie+Ya4 _ Liam "a�fy {�4F _� �� a �- •�- TI - i- q06 E'h 4415 .—_ �__ --27-6-0 tea• -� •'� _ -7-64 M ars o_. -i ._• •ir lt-•t�i••#!, i- #L#- 10.0--_-1-1]�I1+1-,--� Plate Omits , arm �.i ►_L 411_'W4MaarAJ4L•M1kLWb.r1M At•'`ma... .�r�r�-�- �rra.Yrrr-�•� _f..ti,.�.rp __..___ .. SPACING 2-0 `.-- it lyu_. .,� .,,..+.i_ iti +Mi *._i; -a -- _ .si .r'4 '4R+,riiie f"e� -- _ -�� i• _rte`__ _ .... LOA —0 TELL' Plates IML&tkse 1-16 T 0.86 (LL 0-62 14116 TOOL 8,0 LuMber Inmesa 1.15r 0.71 L 0.84 14/19 493 BCL L 0b0 ROO StM35I ncr YES E B 0-75 H0rZ(TQ _ 20 1� LUMBER T SPF i I E- T2 SPF 210OF F .5 BOT CHORD 2 X 4 SPF 210OF I -E W M 2)(4 SPF SfUdf5td 4 2 X 4 SPF -.,W4 2 X 4 SPF o,.2, W3 2 X 4 5PF W3 2 X 4 SPF a_ OTHERS P F StudiSid EDGE Lei: 2 X 4, Right. REACTION a x Eton 1 07floo d aase 5) MaxUplift =-lo P , 10=-(ld ) i n V*tm=mWv I a.... I; -- -U " f4 A7/. .,%a•r#.%, _ I---- _.---F 4.W –. J1&*t I PLATES CIRM M20(20ga) 14,91110 0 9 a� 1121$2 Wil; 128 (fid) IMAUNG TOP CHORD Shitatmed or 1-8-4 on center :ul;n SPAC1114g, at end verticals, IBQTCHORDr ceiling im-rarfly applied, or 10-00-COon center bra 14;. Except, 44-3.. j 1-1 : i { t j -1 - .ao* * i -. - - , 1.1-0, 1 -16.6 -- FORCES TOP CHORD 2-3=4644.1,3=4271.1-.4=271. -f r_ 1, -�'=- 8qk-8=271F S-0---4271, 1, 0-1 = 4 - _ ,6-13m-5681 +�•+�j ��-,j[ � }�{�#f� 4,111 =357 11-12=6046, � �_ � 5- �8-1;0=4167,� - # may} ry�y�� BOT * ORD -4� �fi + o 0. 1 1 – 1 2'6046, 1 – 1 i � } – � F � 1 -604 A–I 6 �.WEBS NOTES 1 T4i tfuss hasteen rheckod for urbalanced loading wndI ll ons about joint - ir iI ir_ p; . wind s at 2 5,13 f v kdoaj n , us ing . _ , f top Jnr dead load and , # �r�, � r +� mile .�yr� { �r yap +�, p� �y p dp i 1 +�#] se C ` �G t>ott i l d h W+ d .dead I orf } 100- 0 mile fro' ] I huh 1 i �! a ocea 1 9 I i� e g on a 4ego ry I enol o a �.i'� ftng y of i n tuxms # .. 7) 4. 0 wit h 5_I r 'r_I� # ) r Lu be r In se z 1 . P I a le I r cease z 1 No encl varlica I s arQ sxp M Prov'ldo adequate drainage to prewmpt a r on ¢ - 4) hs tfuss bas been desigmd for a 10.0 p.sf bottom. chard [I've load nonwmurrent with any oTher live lis per Table No. -16-8, UBC -9 . 5 co nn i well Is dui o u it a!5 one connector al i . mt(s) 10, 1 '.rte t �' LOAD � Standard 90'd Hzaeaspae 'DN XUA ss"'J. � I ZOtOl:43h1 86 -ET -AW I job TrUTruss Type I Qty Ply 1RaxbUrg/Suthafland 117 RP (ID) 0 DROf> TC HIPi 300 1995 hAft "Mn-ft-Miiies 0r -+ IN 06 . ° _ #{+ {i+ *'ice �_+, �� _ - � •+ �+-"' ^� � �,�-' �+'. *y _ r � •ter _�- --�'• ''�� '}• �'=-{�'`+ ''�• r{ t-��- !_ r- Tt _ '*{". r- + dp� i'- �a4 _ . �. a�-�--- �___�t�-_... _� _, ! 1 ..'_.,y,7 _ - - .. ,_� _ _ .r._ .. ._.� a�.� �� •.ifs#..}.f _. .. _. .. _._� V23X4a x- LUM13ER VV Ew a IS 2 X 4 SPF Stud/Std wCet# 2SPF o• OTHERS 2 X 4 5 PF Stu&SW VVD Left- 41 ltL- REACTIONS Ob tze) 2-231!9A3-5-8.10—_2107/0-5-8 Max -231 - - ,1 2107/0- - xHort=JSN10ad CA Max UpA 2--t load c ), 1 046 (fid cast 4) RFZAC[NG TOP CHORD 130TCHORD Sheathed or 1- rt centF.Lr p u rlrft SPOCIng, except wid verticAls_ 2.4- _ -01 -"1.V.6-3,0 1-1 .6-.3* 4 }16.6-3.0$ 8-15-6-3-0, FORCESTOP CHORD2-3=-A644. `L--3 #.4 71 y 1.4=271, -7—x} '581 y '7_; � #�,J� , F - Lf� '� y as SJ .6-13-&-5581 501 CHARD 24=4167. ,r• J ,s, 8 0y 11-12-=8045, 1 '°-1 •-6045_ 8-15=3870. -1 O=416'11 1 -14=6p, 14-1 &-6045 WEBS 6.1 5=- , ;11= .- 1 `11-`-'1907, =1907, =_338. 7r i Sr -.61 S. 41. 1A=-81. 11 -13--615. 3.47--338 NOTES 1) This truss has baQ r, checXed #o r unbalanceo i oad i ng Gond iii ons about joint 6_ E ned to r the wind to ad3 ga n eraied by 8Q. 0 M. p. h. vvind s all' 25. 0 feet above g round tovel , u MIN &o,p., -f- tlop cho rd dea d load a nd 8., , SJ bottom chord dead load. 100.0 miles from, hurricofto oceanl;ne, On a tategory I enclosed 1�ulldlng, of id-Imensions 45.0 by 24.0 with enoure C (ASCE 7-93). Lumbor 1.r Plate Imae = 1.33. No land Veil11 f W5ed- 3) FmvidB Eidecivalte drainage to prevent water, + ff .. Thi s tru sg has been designed for a 1 i _ f boftoM Chord WO Wd n "tICU Trent 4th aity othef 111 103d103ds Per Table N o_ J 6.Br U EIC -94- 5) 1 P _ 5 connectors fewmmendecl to connect trwss to beating waft duc W UP11ft as foil . One cQ_nn0ct :r at pint(l)10 _ LOAD CASE(S) Standar �0'd OZEz8Z590z 'ON XVJ I z0:01 43h1 86 -IN -AW .- __ � i.... _.. .v. +ii^�Y�-i � rr �i�Fr•TiiTli-+•_— e. � ,...._t _.. _a r..•r. a_a.. -.. _s_..._-�a+�.� _ Plate �� p � --------- ,['SYR' j�.f�� ,ja F � � Y � � } � F _ *- - �7J� + _ a # Y - Y � y L t � � b � a 1 � f � � ��ii "'FFF 444 � FFF ++// 1 ��YFFi` � F 110-0-0-4.0-1-71, . I n -aPJlf_� Rl�YIR!"`SAY•_._. _ .._ ..,a .�-FF-rT..11—! •i _ ___ SPACING ._ _. 2-0-0 .. r. ,yel�e. iiY.J-u, •tel +-Y.x. ..t 4y" --. ...a J3J=PFPW IL OUL (41) 11def! m ..rs h'i• TT #+f. +IF.r.�1 Y ..ter--_ i PLATE5 GRIP LOADING (Pe4 J44B] 110 TC0L 8_0 L inn o s I . , 0.71 1 (T .84 141115 493 8 �.�1 �( ' 8LL 0.0 yep Stress Incr YE S. W8 0.76 0.20 i 10 n1a _ode UBC -94 (matrix) i in dent I LL 0240 � � 1 �� Y � 23 1 . LUM13ER VV Ew a IS 2 X 4 SPF Stud/Std wCet# 2SPF o• OTHERS 2 X 4 5 PF Stu&SW VVD Left- 41 ltL- REACTIONS Ob tze) 2-231!9A3-5-8.10—_2107/0-5-8 Max -231 - - ,1 2107/0- - xHort=JSN10ad CA Max UpA 2--t load c ), 1 046 (fid cast 4) RFZAC[NG TOP CHORD 130TCHORD Sheathed or 1- rt centF.Lr p u rlrft SPOCIng, except wid verticAls_ 2.4- _ -01 -"1.V.6-3,0 1-1 .6-.3* 4 }16.6-3.0$ 8-15-6-3-0, FORCESTOP CHORD2-3=-A644. `L--3 #.4 71 y 1.4=271, -7—x} '581 y '7_; � #�,J� , F - Lf� '� y as SJ .6-13-&-5581 501 CHARD 24=4167. ,r• J ,s, 8 0y 11-12-=8045, 1 '°-1 •-6045_ 8-15=3870. -1 O=416'11 1 -14=6p, 14-1 &-6045 WEBS 6.1 5=- , ;11= .- 1 `11-`-'1907, =1907, =_338. 7r i Sr -.61 S. 41. 1A=-81. 11 -13--615. 3.47--338 NOTES 1) This truss has baQ r, checXed #o r unbalanceo i oad i ng Gond iii ons about joint 6_ E ned to r the wind to ad3 ga n eraied by 8Q. 0 M. p. h. vvind s all' 25. 0 feet above g round tovel , u MIN &o,p., -f- tlop cho rd dea d load a nd 8., , SJ bottom chord dead load. 100.0 miles from, hurricofto oceanl;ne, On a tategory I enclosed 1�ulldlng, of id-Imensions 45.0 by 24.0 with enoure C (ASCE 7-93). Lumbor 1.r Plate Imae = 1.33. No land Veil11 f W5ed- 3) FmvidB Eidecivalte drainage to prevent water, + ff .. Thi s tru sg has been designed for a 1 i _ f boftoM Chord WO Wd n "tICU Trent 4th aity othef 111 103d103ds Per Table N o_ J 6.Br U EIC -94- 5) 1 P _ 5 connectors fewmmendecl to connect trwss to beating waft duc W UP11ft as foil . One cQ_nn0ct :r at pint(l)10 _ LOAD CASE(S) Standar �0'd OZEz8Z590z 'ON XVJ I z0:01 43h1 86 -IN -AW job Trus r Truro Typo A DROP TC HIP v C - .. pty I RexWrOutherkand 1r, RP �10� G- y 0+r�, �:gif 1V 13-5-2 1-+ - - _ .� ... .. __:��sy.. _.. . �.•-r•+r�b14 ��-�_... -._rw-�.��F��. _i+--a��..- � __ • -T->.r - � ,t . •• � � ,.. ._ . 4-5-3-11-2 �1 4, 1 3-11-2 4-6-_' - page��T 06 US. i i 3€ - Ire -'r-�� - �+- �+ � rlfi��'• sA I �� `• Thi - - � - ,�- '- tit +��{ -T _a -_-ted— .�..., ��=r•- b+y--�*t---� �� y� �,� � � r 4 741 - °r+tom• •• r11--s.. -i,�.._ f 1 ,-�i.A.-..A a _ -i1. zi_yYli..•i.,.. � ... �F-��•_ - - ' -'- I 1 aFas�+�e�aF, • ��_m. _ "- c., en f . ' .a T'�li.. �.� ._.�--�w� • r iaA!��+ _. � mss: ��T _ •. .. a.. ..aa_ _ ... ... "= . a a u . i �_iii FF (t3+0-0-0,0-3-81 [49:0-1-�it11:0-1-0.0.0- `m.F - .�.�Y...�• ateo-1r ... . � .-- - -- LOADINa (09f)SPACING -- 1 D L (i n) (I I d t1PLATES P TGLL 45.0 plates Increilse 1-16 TC 0-81 Vert�LL) 0-53 12111 778 M20(20ga) 1 A911 10 TGOL 8-0 Lumber lnawsO 1,15 Etc 0.96 VertjQ 0,72 12111 57A $CLL 0.0 Rep Stros Inct YES 3 WIB 0_ (TL n1a BCDL 6,0 coda UBC -94 Min Lanp I LL deft a 2AO might= 126 (169). LUMAER TOPCHir-)kD BOT CHORD WEBS OTHERS WEDGE T •PF 165OF 1 5E X 4 SPF 6 1- SPF StudVStd PF StUNSW Lei: 2 X A, ilt; REACTIONS J�Q) I r-11--, 231910-- Max Ljplk P- ( case ), =,=5�si s ) BRACING TOPCHORD H ORD Sheathed or 1-8-16rl. CiOntarpwrlin }� r - is-1riF 13-14:6-3-0. 1 # k "'r�-� �1+-•--7�. �2 11-121-6-3-0- FORCES 2:6#3- - FORCES T 1-2=-4392, 2- -391 � 3-4&. 1 x 4-51&- 47 , - =- *' r G-7--3616. 7-8=,U18. 8.9::-4392 T CHORD 9-10=4014, 10-1 1=4405. 11:12 440 , 1 : IU4, 13-14=4405, ,14 401 SBS 2o14;=-4 , i1 ::�1 061, 4-14!!,l 068, 4-12Z410, 5 -121s -432P - 1 2en4 t Of -1 �#10684 7-107.106 NOTESr 1) This frvvshas beeri designedfor the Dd � s e+ r t . -M , h - r) at 25.0 feet ObOva grOUndf v U -rtg 8.0 P -:5-f, top chord digad load and 8 .0 p,s-f t3ottom chud dead load, 100, 0 rn lies from hu rricane uceanfi n e, on A cztego,."y I encl osed bu + 9, of ditme n6fou 4 , 0 ty. 0 V61-thetre ASC E { - Lurn be r i nur°else = 1 - , Plate 1 emcee = 1.31 No and verticals are expo d - 2) PeovIde adequater inage jo preveni water pondin. Thi r. trust has bccn desigoad fo r a 10- 0 P f bWorn tMorCl live ioad nanconwroa rit with ony tither f va ioafs per Table No1 - � U 13 -94, S1 MPSON H 2.$ conn ectoTs mcom mended to comftt mss to beadng wa 11 to upjjft as foilom one cor.irvctor i ()1 s 0 - LOAD - LOAD CASE(S) Staid 80'd oacaKsKe 'ON X'VA ssnij � I 60I01 03M 66-EI-AVW A W 4 page��T 06 US. i i 3€ - Ire -'r-�� - �+- �+ � rlfi��'• sA I �� `• Thi - - � - ,�- '- tit +��{ -T _a -_-ted— .�..., ��=r•- b+y--�*t---� �� y� �,� � � r 4 741 - °r+tom• •• r11--s.. -i,�.._ f 1 ,-�i.A.-..A a _ -i1. zi_yYli..•i.,.. � ... �F-��•_ - - ' -'- I 1 aFas�+�e�aF, • ��_m. _ "- c., en f . ' .a T'�li.. �.� ._.�--�w� • r iaA!��+ _. � mss: ��T _ •. .. a.. ..aa_ _ ... ... "= . a a u . i �_iii FF (t3+0-0-0,0-3-81 [49:0-1-�it11:0-1-0.0.0- `m.F - .�.�Y...�• ateo-1r ... . � .-- - -- LOADINa (09f)SPACING -- 1 D L (i n) (I I d t1PLATES P TGLL 45.0 plates Increilse 1-16 TC 0-81 Vert�LL) 0-53 12111 778 M20(20ga) 1 A911 10 TGOL 8-0 Lumber lnawsO 1,15 Etc 0.96 VertjQ 0,72 12111 57A $CLL 0.0 Rep Stros Inct YES 3 WIB 0_ (TL n1a BCDL 6,0 coda UBC -94 Min Lanp I LL deft a 2AO might= 126 (169). LUMAER TOPCHir-)kD BOT CHORD WEBS OTHERS WEDGE T •PF 165OF 1 5E X 4 SPF 6 1- SPF StudVStd PF StUNSW Lei: 2 X A, ilt; REACTIONS J�Q) I r-11--, 231910-- Max Ljplk P- ( case ), =,=5�si s ) BRACING TOPCHORD H ORD Sheathed or 1-8-16rl. CiOntarpwrlin }� r - is-1riF 13-14:6-3-0. 1 # k "'r�-� �1+-•--7�. �2 11-121-6-3-0- FORCES 2:6#3- - FORCES T 1-2=-4392, 2- -391 � 3-4&. 1 x 4-51&- 47 , - =- *' r G-7--3616. 7-8=,U18. 8.9::-4392 T CHORD 9-10=4014, 10-1 1=4405. 11:12 440 , 1 : IU4, 13-14=4405, ,14 401 SBS 2o14;=-4 , i1 ::�1 061, 4-14!!,l 068, 4-12Z410, 5 -121s -432P - 1 2en4 t Of -1 �#10684 7-107.106 NOTESr 1) This frvvshas beeri designedfor the Dd � s e+ r t . -M , h - r) at 25.0 feet ObOva grOUndf v U -rtg 8.0 P -:5-f, top chord digad load and 8 .0 p,s-f t3ottom chud dead load, 100, 0 rn lies from hu rricane uceanfi n e, on A cztego,."y I encl osed bu + 9, of ditme n6fou 4 , 0 ty. 0 V61-thetre ASC E { - Lurn be r i nur°else = 1 - , Plate 1 emcee = 1.31 No and verticals are expo d - 2) PeovIde adequater inage jo preveni water pondin. Thi r. trust has bccn desigoad fo r a 10- 0 P f bWorn tMorCl live ioad nanconwroa rit with ony tither f va ioafs per Table No1 - � U 13 -94, S1 MPSON H 2.$ conn ectoTs mcom mended to comftt mss to beadng wa 11 to upjjft as foilom one cor.irvctor i ()1 s 0 - LOAD - LOAD CASE(S) Staid 80'd oacaKsKe 'ON X'VA ssnij � I 60I01 03M 66-EI-AVW A W " �� r .. • ....�� _ - � ..,,__�� _ .�, .... _�.+r _ � ...iarr:it+, ,� ,r -_ .. , ., .� _- r_ � +rrri�..roat- . -�• �� ..� .. -._ .. _ r: job TrUSS Tyeoty Ply 4 Rexuu*6wther1,AMd 117 RP (M) G MA DROPTC HIP J SCM k In - :1 l T0. .. N9161 5 -11- 4-0-14 - + 3-11- 4-5- -D-1 . - I4 f t - y,,r•T' +•�_ -i ;._ � 'L ' i Ufa �+ r# r . Y �47- .rte, , � � . _ ._ ..tom -•4 .•,-• _-`-�.yl .� ...efts _ - i _ � �i�".._� s • _...., �.��t... �`� - .._ �_.. .� �. __ „ i•��;.,-. � { :ter:. - _ � �- -� va 12 5 ` Ax& - 5 a. ®'---- z 9-4-4 Folate � F 1 . - , ., �`�•.' :' f Yom'-' 2-0-0 CS1 r i / - �. ._. ._.tii ayi�"�r�{ .{ ./ ir,��l..'.l�.T*A•e,•.�.L-_.1f.r DFFL (in) .. PLATES GRIP LOADING TCLL (psiSPACING 45.0 lmreasg -1,15 TC; Q. 81 Vart(LL) 0, 53 12111 778 M120(20gA) 149/110 TOOL 8, I Lumber Inczaase IP15 sc C.98 Vert(LfL) 0.72 12111 574 'j}-'_'�' �J�j¢� j�'�j - r' YES C WB - Hatz jt 0_22 1 'eight_ -BGDL a �1 in L jh I .Lt_ deft = 0 I r_�.iYb 1Yi4��! 124 (1b � a. .. _•+•-.ri r� 3 -et• - + _�. �. ra� _ ..._ft+i.+. i._ .. . B E BRACING F'� }T� yid p.� apt* r>PF No {¢r/'#J7 oncenter TOP SheatW of 1 y+ j+,,fir -2 619 1 rJr 14 a--, 41 -ti1A-10164-0912-13:6-3-04 SOT SPF 1650F I _ WERS 2 X 4 S PF Stud Itd OTHERS 2 x 4 SPF studpstd WEOGLLeft: 4, Right. REACTION$ (1b eiz) 1231910-5- , 9=210710-. -8 Max Horz 1-41 (fwd case Uplift I = -�(kmd _PiSie 4, = -I Qad CaSo 4) 11-1 6-34 FORCES Top, T D 1_2_-_4392}2-:3--.3918, 3,4=-36' 1 t 4 - • .� 0 -4702. 6-7=-3 F a "- F3919 - 4392 BOT D 9-10=4014. _1 =4014 WEBS 2-14=4481 -14 1061, 4-W-1068.4-12;:00, 5 -12=4S2,6 -12=4M6 -10=_1068 -10-1061b _ �- NOTES wind oa�js geneaded by . m- . . i l 26.0 foet above ground level. u tr -Sf top chord dead loadn 8-0 . .f 1) This tro-ss has beer. designed for the. lei' I corn hu rrtQa n o=obi r , n � I r � u i1 in . of d men � . � wit � �� . �� Increase z I Y Plate MB 1_ 33, No end vtqt'"Is are exposed. Thr. Truss h been + r� �d r a 10,0 pl-t M O I.ve �� n trenth th r Y� l�� T�'+�o. -B. URCA f ing wallsdue tO UP0 aS fOlIO ' One coftneCtorOrnt() 1, 9. LOAD ►) Starid3fd 60'd HERHE ON xv� s$°J,L � i E0I001 G3M 96—Ei—AK t i job T u T1 uls Type p " DROP TC HIP L 'Anderson P At i tj Qty PP a � e Rexburg)Sytherldnd 117 RP (0) G rww M1037 -R-46 1 ii!WW&A -3 seo 2IM135'MiTek nTustff d3, Irva. • ... - a._+�yv 9 _ ea:,��.+.�_. a-_�iee�rcaa.. a _.��s;. _ _ _e.�r�r#.... � •'�� - � �e� rw _.._ +..ter •�: . * 1 2.0-C 64344 T}* {r a._�}` W} I • yi}r� e TILL_} •'-- r�r•ai::_I,.�.s _... •� -�- �. � .' _ T'a!#•IEyF }., _. � :..`�-� - _ •_aaa_= 4 11 334 r Axe - 91 - 3XI t J1 i++ }y _'T1 *41 14 7 13 § V --iib—. �+._ .. a,•F,F- U-4 r fl 4} ; 4X4 T ILTA _ LUMBER TOP CHORD 2 X 4 SPF 21 OOF 1.8 'pt* T SPF 165OF I.5E T CHORD 2 X 4 SPF 165OF 1. R 'o 92 2 X 4 SPF N0.2 WEBS 2 X 4 SPF Stu dlt *pt* OTHERS 2 X 4 SPF to EDGE Let, 2X4} r RF -ACTIONS �I. sfze) 2=231M-5-6. t=2107)0 -5 Max r =-1 05(14 Caw ) Max Uplift 2=4SOced C�L,,ap. 4). S=45(10ad cast BRACING TOP CHORD Shesff)ed or 2-0-2 On fxLnter purfi n sped n, exp end verficaLs. BOT Rigid Wiling diraeby 3ppfied. or 10-00-00 ori Cente-r bracin-ei. FORCES Top L) 1-3=-,37876 1-4=461, 1-6=-3975. ;-9=-3M, 5-7=483. =-3757. a-9=4(300 T R M,1 - 412,a -10=4121. -11— ' i 7-1 -3345, 7-13,4120, 9- 1"`4120, 1 1-1 - 5 1 -'1 � 33 5 1_— E 3-4=-S 13. 3.10-78. &A3r.76. 5-12z797., 1-12=737i —12`446 NOTES 1 I truji N S been cha&ed fpr tinbalanced tiding condition5 $WUI j6nt 5 ThiS trtigShas been designed for the wind JoadS genersted by 60-0m.p.h. i nds 2t25.0t above ground ievei. ung 8_0 p s_f. . top c rd dead load , . f bottom chord deed [cod, 1 Go, 0 mil nes from h urritane oceenlin , o a a categ ory I enol osed bu i I i ng, of dilmt-ns eons 4 5 with exposers C (ASCE 7- - Lurn b r Increa &q 1-33, PbtoIncr4base r. i _'No end verticaiS arased• Provi& od quate drainage to prev"t w2ter ponding. This truso hat been dovgned for ;i 101) P- -f. botfcm cord Wo -bad noncor)cutrent with any other live loads per Table - 16 -Sp URC.P. 1 L ��K� r� d nne truss rin vw fl U � UPli f01f kOne con to t uint , 9. LOAD CASE(S) Standard 0 I 'd 'ON RA ssnij j I VO:01 43M 66—Cl—AVW X14 +e] +��f ! / r .._��—.: .��..a 23a u - ..rte•-��e r.a •��.� ��` - u�... a.•f-�i•e��in . ,�. 3,5-0-0 � h +- • 1 _ I ,I - eaq.yit ... -0-1 �..:....+aaaaia_ +iiiiri�_i . plate Meets ,Y)', .._, r�i+-- 11:0-0-0,0-1 -121, [2:0- 1-0. - - 1. [2-M410-1-121. e..��- �._. .. ea rai__—_.,. •• �!✓ ... ._: moi,• - _ s = � � � _ - � °' � � } e � � e lieeFt .. � - gy p t! a 0-1-1 0-3-81 , }1- 1* [14--0- 1 .._ _. .YY _r-_ ._._ +__ 1.L4wO.q �• ,! •1 '1'-Y .':R' , e- ..r.inra il�Miiili 7YTR�S•�F4_iti•- RF_ �1 <. ;-ai1� ,}-i .�_._ .._. .. .r_. .WlLi+ .—. i __I — 5 -ap ._ ..1 Jk=f + f.b 1 I UdAfi .. 41. �lie{jFL .r .. ._ a,a141 7. •� " : J= -TJ -r • _ �•l+.f, I PLATES - I ._ 1 9V1iR.1 n,.< __.: .<.._ SP1_ _ _ ... y GRIP LOADING (PSf) SPACING -0- TALL 45.0 Pit 1�e 1.15 TC 0.97 Vart(LL) TOOL 8.0 Lumber increase 1-15 13C 0.99 Vert( 0-56 742 S LL 0- Rep t r� In YES 5 0_x'5 lof t) 0.21 B OL 8-0 Code UBC -94 Min Length I LL def = 240 Weight: 127 (lbs) LUMBER TOP CHORD 2 X 4 SPF 21 OOF 1.8 'pt* T SPF 165OF I.5E T CHORD 2 X 4 SPF 165OF 1. R 'o 92 2 X 4 SPF N0.2 WEBS 2 X 4 SPF Stu dlt *pt* OTHERS 2 X 4 SPF to EDGE Let, 2X4} r RF -ACTIONS �I. sfze) 2=231M-5-6. t=2107)0 -5 Max r =-1 05(14 Caw ) Max Uplift 2=4SOced C�L,,ap. 4). S=45(10ad cast BRACING TOP CHORD Shesff)ed or 2-0-2 On fxLnter purfi n sped n, exp end verficaLs. BOT Rigid Wiling diraeby 3ppfied. or 10-00-00 ori Cente-r bracin-ei. FORCES Top L) 1-3=-,37876 1-4=461, 1-6=-3975. ;-9=-3M, 5-7=483. =-3757. a-9=4(300 T R M,1 - 412,a -10=4121. -11— ' i 7-1 -3345, 7-13,4120, 9- 1"`4120, 1 1-1 - 5 1 -'1 � 33 5 1_— E 3-4=-S 13. 3.10-78. &A3r.76. 5-12z797., 1-12=737i —12`446 NOTES 1 I truji N S been cha&ed fpr tinbalanced tiding condition5 $WUI j6nt 5 ThiS trtigShas been designed for the wind JoadS genersted by 60-0m.p.h. i nds 2t25.0t above ground ievei. ung 8_0 p s_f. . top c rd dead load , . f bottom chord deed [cod, 1 Go, 0 mil nes from h urritane oceenlin , o a a categ ory I enol osed bu i I i ng, of dilmt-ns eons 4 5 with exposers C (ASCE 7- - Lurn b r Increa &q 1-33, PbtoIncr4base r. i _'No end verticaiS arased• Provi& od quate drainage to prev"t w2ter ponding. This truso hat been dovgned for ;i 101) P- -f. botfcm cord Wo -bad noncor)cutrent with any other live loads per Table - 16 -Sp URC.P. 1 L ��K� r� d nne truss rin vw fl U � UPli f01f kOne con to t uint , 9. LOAD CASE(S) Standard 0 I 'd 'ON RA ssnij j I VO:01 43M 66—Cl—AVW Aa -3 b — Vuss TruType 132111,316All And mgn .._ o n -- IF" . DROP TC HtP Qty Ply P 12 1 Rieyburg,/8utherland V7 RP (V G _S S -6p70, e ek 1nd&s! Inc. TSU 8 *'- -' 40-0 7..0-14 416 + ! ++ _ +µ q. - `' 4. 14 _T �,� _, .., ._�..w. . -----T-•,.�-+��•�,•,�—' �. .._��., � -,!•-,••� - - _.. ..��--��......� __d-+�-++�.-tee. �•�J l 0 #x 314 .,. 514v v 7- -14 W r J_! k..v�•_��. ...erre •�_$...,�... _— _ iiiAa. � •$_lIY,I .27J1t T_�_. _.. --. a -+l.e a+;,.— �_J� .", �.{A FR_.JA L. _ .J `--'! s�9�Y PACING �, •, ,. —_�va�•wi-�1+.c,4+b�.br r...: i a lr.��:s.-.. .. P .IY dR +�tAtl. ) .... s_... 7R'�'* ._ .. a. (10C) ltdufl ._ -JdffPkMM! .9 • ..._..... - - _—. ... �.e-� ii��_ia.i aL.aaacr �.. c. �a--aV.11.lL {/-.G i u ! h PLATFS GRIP LOA DING P 1.15 13C 0.90 L .6 5 806 SCDL 8.0 Code U BC- (Matrix) Min Lengih J LL def LOWER TOP CHORD 2 X 4 OF 240OF 2 OF. *1ECOW T2 2 X 4 SPE 21 GOF 1.8E, T3 2 X 4 SPFNo I;HORD 2 X 4 SPF 1650E I.5E EBS 2 X 4 SPr Stud/ Pty PV 7` OZ W3 SPF No1 AEACTIONS 0NSJW � 10=231910-5-3, =213710-S-8 Max Horz 10T�430dm case 51 Max UP01 10;---85(108d cfmt 4). 8�4500ad co6a 4) BRACING TOP CHORD 11021 h r 2-14 on Cents rUrfi n, 30=m9d, BOT CHORD Rigid ceiling directly apll - -t. VVEBS I Row at rnidrpt FORCE5 _7-13--,45421.�-4529 TO CHORD 1 -2;;-3505, 1 z , 1 ,iS--3325+ 4-5--- 330. - = . � , BOT CHORD -1 0=4044. -1 -1::-,4041. 13-14=4059, 6-13=4059. 3-11=404 F 3-12!--f 3091. -12_307.1, 6-14-405 WEBS -12427* 1 *12=379* 24X- 063- =—I GS4. -13--1061 5 -12 =-596, 2-9= 1 D NOTES 1) This trusslhas bath Check for U n o a a aced lmding con d about joint 4- 2) i truss has bagn des-Igned for tha wind loads generated by , _ _IST windy at 26-0 feat above ground levol, jng 8,0•s.f. top chord dead toad and 8.0 p -s I warn chord dead Ioa , i s trio herr- n m sin A. on category I e si 0 ing. . . i %' In r a : 1-33, Plate Increase 1... No end vert1 icats are xp Frovido aoaqpaia d f n age to prevent water pon4ing. This Ifu5s has been wIgned for a 10,0 p- _ . bottom cmrd 11%oa load noncecurrent with any other live loads per Table No, 16 -BL UBC-94- 6) SIM 'SON H2.5 conneCV5 rotommendod to Connect tru5,5 to bearing walls true to uplift as follows' Orap, r-cmisiector at Inint(s) 10, 8, LOAD CASE($) Sianclard 1i 'd HHKS22 'Oh[ xv.� ssnil j J t0:01 GIM 86 -el -AW + 4 4 Job Truss F i...•.^ -.e., a a�--T--_. - 'v•�J�.�:._. -rttfii•�i�e n ._ ._ ..-+._ - � .r 2°rt•�Pa.kf �-. .e�'e��EFIF.Fu} -_ _ _ _.. _.��u}� u r eaa �.__.. �, ... e a a .., Ir Type oty{ s . 1 TC MIP 12 Rey-,bvr91SUtfi8r1AMV7 RP 1) a 14 ..-. 15-63-0 _ _ r .y s. a `rI 7 a:.a... .. .� •ami '. lF...- ..-+i4'ra:.ee.e P. 8 4-0-0 -- . 0 12 TU4e #} 4 yys tY� � F f*{ R7+ e�� •i - is i} �_ ' ��.+rt; +� it + A!- + .• ice+ •''tea � �+} + Y � }� yy�F'•, !�* T +' •_ + - " e.r iie.V..F�1` ,oi. -. _a�eF�: �:,.. w�_ • __. T} .. ��RVl.��FTi , ++-saFlifF•n-._ e• yen s �� .. _ _•_`#___f 71#�.. .- _ _ VF {�' a `n..��•�,. ... _. r�..�.e _ , • � 44 _ + q 12 � 1�` 1 f*e — Vie# — 1.x ICa i� 1 }7- 12 - # 1 �n-�iiti # .. .. •'..r�F.. a �. �.. r - _. nraaaz_..... - nY-s n - ..e. e... 44 .. 14 7-3-6 A- -0-14 =T:: rao ...... � "e p•li�p t}—.. ---�� T •• _ e. ..-tea: +wl..�r�_ . Yk�7lRlli Iote- ��----,yi _'-----,yrs '■�� 7 �' .a. b s MY) l � � .. _Ci'F �lIiiiirliVu e _�—.}Vy'eekii��J.•s fa .. ..,..J .1'l ra��., 9F �. t ..,. .'1L�41 —.. ... _ ._ f -T" _ _ _ !.�e�llT�F� ..y .. �"a1A+...i .. _iy ..a _J_6�Liirr .._.. _ _ --- - uf7b ... .. �ie'�Ti a ya.�iti'�.YJF �1. ... .., _ T ��"- D F (i I � PLATES GRIP LOADING (PA4 SPACING 2-000 C31 34 10/9 999 M20(20ga) 14W 10 TOLL _0 Plates I rea-s . L� r TCOL 8-0 Lumber Inoses 1.15 9C 081 eri L 0,47 11110 891 � 6 L L 0. Rep t1, re YES s1 1 k�l r i. _ � . t In Lenwh I LL c - 240 Wight_ 1 (lb$) u�_.:., __. atm _ _gT_!FR�.r. �.•.e r ._ � e. . .... a_. ie.. i!•II ei� .a •• n•`P+P--'�FTF - ]BRACING T3 2 X 4 SPF NO,2, T1 2 X 4 DF 240OF ZGE SOT CHORD Rigid Wiling dimly seed. or lo -00 -CG on center bracing. SOT CHORD 2 X 4 spr 165OF 11. 8-9:13-3-0T VVE13S 2 X 4 SPF Studd WE99 i Row at mldpt 2110, -F 9.5 REA I�1 1.231910--r 6-210710-5-8 Max tim 1=48mad Max uplift 1-. (J iad cM0 6=-4 1034 case FORCES TOP CHORD 1-2=-405 , 2-3=-3042, 3-4-- 807,4-6=-30,4Z 4085 130T CHORD 6-7= 3-74 . 7-8:r-3745 a -9,3745; -1 --2807, 10-11 =3746, 11-i2=374 .10-1 .2M 9 VVES 1 This Jru� hA bin deems I 1r ' � T 25.0 feet above gr un vel, U kn 8. pT -f, h 0aa load and .-.f &ad load, , m'jps from murricane oceanfin , on a category I antJosed build'ing. of 011'rrienalona 45.0 24.0 w - ah exposure 7-93). Urn". r 1 23, Plate f? - 1.33. No and veMCAIS are exPOSed, rovida adequate dminage to Vtg*rr~ Pmdjng. This r has been des-igned for a 10-0 .5J. bottom cNxd live load nonconcurrent with any othar live louds loudper Table Nio. 16-8, - . IM P K2,5 n mots recom me. ded tQ wnn w t ( uss to vearir Kj as ss cru a to uplift fo%lows. One cononr at ii . 6, LOAD tear ?I "d OH�eesgloe ON XVA ssnij j I 50.0[ G3M 86-61-AVW A a Job -truss Truss Type 1036 TRWLS HOM • Ply F I 3 RexbuF91SVthe'§Md117 10 m I _ w CF �. �. _ ` is 1._ Js�+: ��a f ps . +� ij }�-}i� '�J��yJ� i_r.i _ria.. • „�� _ �.. --8 3-3 - ston � 4 1 F �eF 7P .7 NO 4A AL Ity, qk 4L N/ ' Lti XI 41 ..... _--ter.'''_-_. y � •. 7- =i F _ � � _ A 114k I � ' T >*' � - .a , F�..l.. _$mer � e _..._ _.�.- �- _ �+�•t .o_ . -e a,ea- - �- _ jj F,.._ ii T � �:-- :.e }_. _ •_ y� � 4 is axe 3xxti -7-0 -10-9 '4*0 5-1- --- . � _ _ -_ t X777 } plate tem KY)._ :8- 4.� 1,- ki [12-0-2 _ - -'t , 1 -1-` � � _ - _ - * I , [1 X0_1-1 , 0 `2,42), [ 1 :-2-0,,0-3-123 - ��• . , _.-._. +L1kL LOADING ... —.&, _ IW i (p tiR�u -Jar---;rr:.—f'Ya,-#r��e..,a-.l.iJ�#1'tih-_II.SJ.�Fi�iJi'_i,^• SPACING •.ee ai�ti.Yl•••• -0-0 ••sf f7L �}i't1: � TOLL 45.0 Plates Increa0 1_15 TC 0. TCDL &01 Lu m M r Imes -1, 15 Be -95 8CLL 0.0 Rep 1 IMF s-4 0 1 . SCD L 8_0 CodeUSC-94 LUMBER TOP CHOLRD2 X 6 SPF No, 2 " E BOT CHORD 2 X .8 DF 1950F 1 -TF_ WEBS 2 X 4 SPF St di * "Ptv SPF Nol, W5 2 A 4 F NO.2 VV7 2 X 4 SFF 165OF 1,5E, VV5 2 X 4 SPF - W3 2 X 4, SPI a - "`OFF. Left- 2 X 10, Right. W X 1 s Hort 1=1 l ase M ax uplift 12; .1294 1 oad rasa 4), 11 1294 ( ad icasfB 4) .. �. .i.�. a —41= — _'rte * %- *-=.MaMt.',M �1W . = v.. DIEFL rn (10c). Vdaln Vert(LL) . 56 14 636 C L) 0,76 14 469 Min Length I LL dt1 = 240 •Mie • .. aa��iF. 4' •� - BRACING Te CHORD BOTCHORD PLATES GRIP M20(20gA)I11 1 2(,' 1401110 'Wrt- 2011 (I 4-1-6 of Cent9f WIr in '. fRjgjd,C.e111ng diredly ap1'4 Qr 10-00-00 f ccritr bracing, FORCES - -29992, �`- =-26992, + - �- 1950, .. =- 1950.7-8=.h o - zp2 , -1 --3811 , 1 �11 a-3779, TOS' D � � } 4� Z- 97561 130T CHORO 11-12=S5180P 12-137--29756, 13-14=2V56, 14-16=24,316d 15-16=2A916, mes 2-19=-1270, 3-194872. 3-18m334A,. 3-17z-6847. 5-17=6136, 5-16=-8073. 6-16-16536, 7-16=40731 7-147-81 , -W-- r , -1 -3, 44,0 r- , 10-12=&1270 Noll 1) 3-pty trwss to bt connact0d toWhar �Vjth 10d naills 2S WUW:�_ Top Chords connected with , W(S) at i:? irvches an cefiter- Bottom Chofds�l-=n&�4e inch . - 1 r r at inches ce r: This truss has teen oc s7tnW fqr the gewated �`'� on + ��+..y� lo ;ice ! � Ey7 3# 1 ��'['j by y�� { ��''l� Lumber - {k � i7i T" 4.Mi� los 4iF7 y } di C 4#I.0 4_ �Vnth expo ur (ASC - e btt cW dead! fid, 1 . rn r e � legor I n"asp = i _ � t to i r� ria � 1.a3. No enl Vprfi a1 art xp"ed_ T I his Ki has b deatgn o for 10, 0 P se f. �om chord tive d �1on n u rpt wah a Other h loads 16. 8, UBC -94 SIMPSON MUS26recommended to suppOrt span icarrIF,,a at 24LLL 0,. a along Wit= chwr._ Required boa ring st zO At in$ nos) I - I j gireater than in put heart ng s ize. LOAD 1 Lu njt>or Incr asa 5, Plate 1M r 5el�I Uniform L03d 5 (Ift per ) .. - 06.x. �` � , Vert, =- 13-14 I 10*1 i 16.1= el Id HcaKSRH 'ON xvi ssnai j I S0'r01 43M ?6-61-AVW 4 Job Ttuss Truss Type y i r CRI -2 yJ MONO r Com Pita - , L�: ��..#._9 j a iiYF _,.. : . _..—�� . ... _F•. r_a �._. ••- - T-� -w -,=.e : :..�:. *%i s4� �e:a : Pi�. _ rsa Thu anT6 3. �T �,- i+f 4- Ili# ` T1 a" y+t' ®'f t- i .e ::., LOADING ( SPACING2-01610 IL TOLL 45A) lOtErb- IW061W 1.16 fi CDL :8_0 Lvw Irro 1 1 LL 0.0 1 Rep Stress I nr YES B I. _. LUMSER TOP CHORD 2 X 4 SFF NO, T CHORD 2 X 4 SPF No P ,-A -J* _ �ww-....,.�. -- - - -... _ -*t W"" .. TC 0.011p.rt(LL � � 099 BC 0.01 ert(1 L) 0.00 1 (Matax) Min Length I ILL deft r 240 BRACING TOPCHORD BOT CHORD REACTIONS 1 r 1 � 0*", 3=910,2-012=6110-2-0 Ma =910,2 t =6110- a o =-1 cas MaXUpjrft Q -1r MaxVert load CZLSe 5), 3=21(1030 CaSST). 2 Sp 6 .1 ]V&d } FORCES ILOP CHO-PD 1-2=_29 8C), CHOWD 1 -z PLATE$ GRIP `_ heal r 6-0-0 Centerr11 Spatting- 19 of I 0-00-()o 0sl Center bracing. NOTES j) -s Cross hs bAen checked for unbalanced 42ding Conditions SCOUT joint_ { `� chord �� I� �� F �*� R # .ig u has des gnarl 1" . Ind i T generated Y* i 0 444 L it 1 r t above-+' ground level. uU ng 8, B r top kf �+rr f r � i� i , n Category I end o� building. f dimension -945,0 by 4. h �.:� r� re 7-83). L '.� r bottom chord dee log J acres.Se � 1, 33, Flats Increase a 1.33- No end verfiepis are exon _ p. 51 bottom rhurd I ive load non 00 ncurrt n t W1 th Amy ot h er Iivt loads pot Tab le.1 IMP H oar r recommended conte truss bearing I'1 du to uplifta follows` One n T t joint(s) , 2 - LOAD � StandArd P I 'd 2HR99H 'ON XVA ssnal � I 90:01 a3M 26-El-AVW C Job i Tress 021036 CRI T Andu'rri COMPOnen TMSS Type MONO oty Fly r RaXbUrglSuthedand 117 RP (1 U4 Its ,,.�.. 3-4-12 A -r>- II 14-12 AA&POr f.. ,., .J4"Yr,i •#+R�r:,a .. , � -.,. _...L .�� . ... :.. ��®�., � . �v4 aiaN�... x - + - .. �{�� i -h Jhua• ' a 4a�. i.� f .. _'.L+FLlA¢1131+.�®.... .• .v .,r •sr- m• -e ��F'Y r11.R#• LOADING (GRIP SPACING - 1401110 TCLL 45.0 plar 40111 lr naw TCOL 8-0 Lumber increase 1-1 0+10 TL 0.01 113 OCLL 0.0 pop Stres&tf1 :r YES I� WB 0.00 (%) -0- 0n1a - SCOL WD -� (a h) fn Length LL def � ! 1 �� LUMBER TOPCHORD SOT CROAD REACTIONS FORCES TOPCHORD BOTCHORD a ate.— - •#+ f _rs: SPF O- A SPF in_ iiiz e 1=40510-5-6, x l / - s =2610# Mgt: R= 1 --,-ld May.Vert )W2�-70 1-3=0 BRACING _ TOP CHORD 5hexlthed or B-0-0 Gn ceAter j"1- SOTCHORDRigid eel -ling l rl applied. , i i 7his1russ has A �edfor Unbalariced loading rcn-d-6nn% about joint 2, JtVelUaing 8.0 p -&-f. top rhr)(d Cj&jd load and 8.0 p -&-f 2) Th is truss ha s tHw designed for the vit� loads Werated by 815 - 0 m, P, h, W nds at 25 -0 feet ObOve 9 fOund C8 7-43). Lumber lies from h ur ricane OeBarnfine, on a cateqwy I enclo" d building. of di-mertS iOn S A& 0 1)Y 24 0 with exposure C (A5 bottom chord dead 100d, IMO mi ! n resi = 1.33. PWO i nMA3= 1.3z. arid a r -ti 1 s are expo • a) ThIs trv6s has 1!�'�,een �p,� iad `i7� 10_ P -3- f. om chord I load n cWt-urr nt with n other We toads per Table,Ifo. 16- i � nn -rqrccom nd d to cinin nect truss to beat] 00 WARS dvig To kipfif t as fioltow- One corvnector at p Int'( I ¢ 2, LOAD CASE(S) Standard 5I 'd UHR980e 'ON XU 551',L A 1 90101 43M 96-El-AVW -. aRa J !06 1 1 TFC s}� .�� a - �•iri�• ## k 'A } _ +f - }9� • s++ 2 3-4-12 A -r>- II 14-12 AA&POr f.. ,., .J4"Yr,i •#+R�r:,a .. , � -.,. _...L .�� . ... :.. ��®�., � . �v4 aiaN�... x - + - .. �{�� i -h Jhua• ' a 4a�. i.� f .. _'.L+FLlA¢1131+.�®.... .• .v .,r •sr- m• -e ��F'Y r11.R#• LOADING (GRIP SPACING - 1401110 TCLL 45.0 plar 40111 lr naw TCOL 8-0 Lumber increase 1-1 0+10 TL 0.01 113 OCLL 0.0 pop Stres&tf1 :r YES I� WB 0.00 (%) -0- 0n1a - SCOL WD -� (a h) fn Length LL def � ! 1 �� LUMBER TOPCHORD SOT CROAD REACTIONS FORCES TOPCHORD BOTCHORD a ate.— - •#+ f _rs: SPF O- A SPF in_ iiiz e 1=40510-5-6, x l / - s =2610# Mgt: R= 1 --,-ld May.Vert )W2�-70 1-3=0 BRACING _ TOP CHORD 5hexlthed or B-0-0 Gn ceAter j"1- SOTCHORDRigid eel -ling l rl applied. , i i 7his1russ has A �edfor Unbalariced loading rcn-d-6nn% about joint 2, JtVelUaing 8.0 p -&-f. top rhr)(d Cj&jd load and 8.0 p -&-f 2) Th is truss ha s tHw designed for the vit� loads Werated by 815 - 0 m, P, h, W nds at 25 -0 feet ObOve 9 fOund C8 7-43). Lumber lies from h ur ricane OeBarnfine, on a cateqwy I enclo" d building. of di-mertS iOn S A& 0 1)Y 24 0 with exposure C (A5 bottom chord dead 100d, IMO mi ! n resi = 1.33. PWO i nMA3= 1.3z. arid a r -ti 1 s are expo • a) ThIs trv6s has 1!�'�,een �p,� iad `i7� 10_ P -3- f. om chord I load n cWt-urr nt with n other We toads per Table,Ifo. 16- i � nn -rqrccom nd d to cinin nect truss to beat] 00 WARS dvig To kipfif t as fioltow- One corvnector at p Int'( I ¢ 2, LOAD CASE(S) Standard 5I 'd UHR980e 'ON XU 551',L A 1 90101 43M 96-El-AVW •.rrr :.. •+-... ..-__-- -.. _°f ._-�.�_. -�>,: tom- - d�Y�- .. T� _- d•dr�_... T _ -.�� . ._.-._. -ate: _.�_.. �-- ._ __H.,r.-R.r � ._ - - s -r .,. i�w.... _... - b Truss ru g i� l CRI a 1 -24.4- j .. ,-� • - .::. �E•k-_ _.�#,!- ` • • f�i�:. •_�_ ._ _ •-a••tr� n _. 1 41 5 .96- I ..5x4 ii Ty wl •� +�� ]] ti= Y -i r _a a a - _ 5*4 I LOADING (931 TOLL - TCOL L POLL 0.0 BCD. 8.0 j a,+•f ne•M w .r` Y SPACING Plates Irtcroue Lumber InUease Rep Strm Incr Code LUMBER TSP CHORD 2 X 4 SPF 1OF I SE T CHORD 2 X 4 SPF N6.2 BS 2 X 4 SPF t rt 1 0-0 [ .. .— .. _..Far41!!�#t•wr. _ , DIEFL (in) (10C) 11d1 _ . YF"ti HYY .. _ ,ii.. JF *car. A�rr - -.. _ 4R,•�i4 lar. &.AM YJIL IL -W J. PLATE9 GRIP 1.1 1 Vertu) 0.23 113 MM20gat) 1491110 1.1 0-55 T 11S 284 �� -94 � o m Length I LL def] = � �� ,. � (Ibs) .SC REACTIONS O 1=71610 -5--U, =416/0-5-8 Max Kom 1 t- j (l: case Maxp I ift 1-;;-11 (joad tease ,=-4 1 d ae 2 FORCES TTP CHORD 2-3z-361 BOT CHORD 1-3= BRACING TOP CHORD Shcafhed or 2-9-3 Qn center pudinspacing, except land Ve11. BOT CHORD Rigid cedirig diredlyppbad. or 10-00-00 n CeAter bring. TE �� r'7 levet, 1..�i � topchord dead load'Ari _ 0_01) truss has �ii designed for the I s r al 10.0 . - _ W'M � - f p ground p_ .�. 1 . noltorn chord dead r oad, I ;o m Ji M huire'" 11 oCaaAlin e, Qm a categeiry I e riclosed burtei . of 1m l . 0 by 24. 0 with a xPosure C (ASS L "�T ,!. 1Lu mbur 1.33, plate Inose = 1.33 No t!n i lis we exposed. 2) Extenslon(SI at joint(3) I must be "pported_ 3) l t 5S has % e n d for 1 .0 ,51 b tl= I r Ii re 1VQ on n +rr n tit �' �ryloads r TUi No. 16-S4 B - 5 1MPSON H2.5 connaeors rim a rid to connact trine to bearing a i15 dut to uplift aS f li t, 0110 n !r m joint(s) 1, I LOAD CAMS) 1) L umber I ncregise I, I. P12te Increak 56_ Concentrated Loafs M r1 =-.jB Trapezoidal Loads (ft Per Vert-, 1 97.5. 91 •d MHHHOE ON xv� s snij. _4 I 90:0[ 03M 86-El-AVV r r�r +.• .. ... Eta`...,....,, Job Truss Trams Type • k r JACK ` A6aYfson.Componen, s t QtY r1 i f exburg, �Lji s M 11 -01 - 2-5-11 ++ Ell is s� t ' • �t- --a is 0-0-3 LOADING ( sf) SPACIMG TSL 45.0 s Pieties IncMasa 1,15 TSL &0 Lumber lfee 1 -IS i3LL DIO Rep Stress trier YES RDL Coda IJBC-94 TOP CHORE) B T H RD REACTIONS FORCES PD T CHORD SPF Noi2 4 SAF No. I DEL (TQC) TC 0,08 LL) 0.00 113 13C O.CA Vert(TL) 0.00 113 WB 000 HorzTL #0.00 f ar~ Minr Lomglh I LLdefyz BRACING TOP CHORD BOT CHORD (l }ze) 1 7-7 33410- - g= -5- , 2=10610-5-8 Max Hort 1 =18d C." ) Vel t=�(I case )j = 0a 7 _ �(load 1.2='-46 1-3;-_0 GMP PLATE$ -- PLATE$ I 7 (Is) Rigid Caifinq dirGotly or 10-08-00 On Center ft . NOTES 1) Thim tfuss has been ch ecked for unbalanced I oadi n g wndifions abwt 1'0 int 2 t 2,5,0 feet above groUnd level, using 8.0 P.O. 10P Chord dead 1006 and 8,0 A-s.f' This tniss has been miles ftbrnhurricane cceaniTnt, ot-i a. calegory I enclosod building, of dimensions 4S.0 by 24,0 with exp -sure (ASCE 7-93). L m:r increase � 133. Plate JnCfeaSe 1.33. No end warficals rara axped. truss � an desr ne it 1 G . _fL chord liveI n on ff l With ail gar live J sd p rTees - 16-8, - , � �I PSS . connectors re Q mad to co rit truss bearing wails ou,q to uplift as fMla e connector Stjai LC>AD CASE(S) Standard tt ' d HHHSRoe ON XVj 55111,E � I LO'01 43M 86-El-AVW 1 e _ .. e..��T. T._. T.� ^' �'n�+,_.Y -��, ._.. ._ ... ern e. ea �a}_- __y.eb�.a� _ T �_...... i •z:� .._�_��_. � ��.. ,�-eeeee•.eue _. �-•�` � u .' ��' rtH i� - e Tn• � }_*�._� „ ply L v Job Trus3 Truss Tye ty 4 1 RemburglSutherland V7 FZP (ID) G Q21036 CR24 JACK Components 2-090 +a # +f+�*= }� '#-_••nom yam• {T bT a { � aq. i b* i! r 1 ^41 �•• 4 f LOADINGI #'-4 . B rh AW.Ah+N.1 I ' 4' al &hlFM W"Ir: e. t e }.%y�y� .l. . -- TOLL 45:.0 a Inse 1.15- TCDL 3.01 -Lumber In 1.15 CLL 0.0 Reo tf s I n r E _..a.- ��v.+�. .. .. ...ere. �y,�..t.•e.,, .1. ��e _i,�!.a-+Pr a _r_._A.Ll5�Y4F�R� PLATES �- BCDL . Code 4 M20(209a) 1111 �I.R LUMBER -rop CHORD T CHORD REACTIONS FORCES TOPCHORD T .e a..a _.. ., - '�Yb�e r,. -aha,. .. -' �_ _ ..��e• SPF - SPF tela_ (is) 1=t--, 332/0-_, 2=21W0,5-8 max Horz 1=-(ld caps Max Uplift 1 z-31 Vo caro ); 2;z-5,1 (load case Max Ver 1=4 (f l case . ;;7 2 (1cad CZiza 7). Z= 213 008d 1.2=87 1-=0 BRACING SOP CHORD BOT CHORD ShQa(hed Or _ n cAnter purlM Spat In 9 Rigid oelling ditecil y # Plied, or 10-00-00 On Mlef bar n l NOTES U 11 . 1) Th truss has been chocked fQr l , n des- neo t r gan er t b 80.0 1 � _ T winds At . feet b0 cgrOu lura I F � r . e , y�{}� load, [C jjf� may} {{ �j�jj 1`rT yS7� {�.j i7�f Mr�j _r . chord S#�ela • +IIP, J COJ ;l o h'� r6c n 4.f lln y n Ggitag�T I n o&etiddin . f dim lcm 45.0 �F 24-0 R =suf T (AGE P )+ L i b �e ! •� � - �+py rye .j� �+ If are F�j', ��'jy lmeV-� + Ik'leeF X19 1T 1 ..i- o yY'� .: AdV�{ ,yam AA + y j e ed �"+}e 3) i truss JR ' as bee's 4 e 'er f r AJ 10.0 T!0 P _�_ 4�R^'�C o chord live load 4 '-T'+. it CVi a T;��L� �� other � 4J �� per � atft �- � �� U80-54. 4 I l . c n r com marded to mnnW Irm xto boars n Lie LOAD CASE(S) lr 81 'd Oz£ZBZ580Z 'ON xv� 5$°i,L � I L0101 OR 96-EI-AUW 4 11 •ua�Na�,r,SbKaa a _..,..V. �-_. �._�_�e�5i+.,rgr.�-_ L � . ..�, �,-� - . in .�-.. _.. •.•r•th�IY�i ... 1{ deg _..a.- ��v.+�. .. .. ...ere. �y,�..t.•e.,, .1. ��e _i,�!.a-+Pr a _r_._A.Ll5�Y4F�R� PLATES �- T 0_ I a ( L) 0-0 11 995 M20(209a) 1111 �I.R BC lie _ b �TQ 0.03 11.3' wo 0.00 i (Matrix) �{ Jee.�( ++ __ II Min F Length J LL defi 1 jrj 1� .e a..a _.. ., - '�Yb�e r,. -aha,. .. -' �_ _ ..��e• SPF - SPF tela_ (is) 1=t--, 332/0-_, 2=21W0,5-8 max Horz 1=-(ld caps Max Uplift 1 z-31 Vo caro ); 2;z-5,1 (load case Max Ver 1=4 (f l case . ;;7 2 (1cad CZiza 7). Z= 213 008d 1.2=87 1-=0 BRACING SOP CHORD BOT CHORD ShQa(hed Or _ n cAnter purlM Spat In 9 Rigid oelling ditecil y # Plied, or 10-00-00 On Mlef bar n l NOTES U 11 . 1) Th truss has been chocked fQr l , n des- neo t r gan er t b 80.0 1 � _ T winds At . feet b0 cgrOu lura I F � r . e , y�{}� load, [C jjf� may} {{ �j�jj 1`rT yS7� {�.j i7�f Mr�j _r . chord S#�ela • +IIP, J COJ ;l o h'� r6c n 4.f lln y n Ggitag�T I n o&etiddin . f dim lcm 45.0 �F 24-0 R =suf T (AGE P )+ L i b �e ! •� � - �+py rye .j� �+ If are F�j', ��'jy lmeV-� + Ik'leeF X19 1T 1 ..i- o yY'� .: AdV�{ ,yam AA + y j e ed �"+}e 3) i truss JR ' as bee's 4 e 'er f r AJ 10.0 T!0 P _�_ 4�R^'�C o chord live load 4 '-T'+. it CVi a T;��L� �� other � 4J �� per � atft �- � �� U80-54. 4 I l . c n r com marded to mnnW Irm xto boars n Lie LOAD CASE(S) lr 81 'd Oz£ZBZ580Z 'ON xv� 5$°i,L � I L0101 OR 96-EI-AUW Truce f 02103. C R2 Ahibf Component3 iruas Type �Mouo W -aF•b�SF,... _. .. ._.��..._ a .._,.r.=-._ ,.•,...... -. v. MY k Rexburq1Svftdzmd9(10) G 17ft-:�-:Sep 107955 Thiw P I 4-10— aa_ai - ate__. .._. 'g: 7!}iA+- ! s a.i a .. •iiYeeeeee_—.r. E + ,k + I _54 [ 2+ i� i i�� # J_ � �•� T y i �'�� aT•a _ a t r.. U4 }+ a "-. :.tee. "—&"'--:.-..,....-j'.4ir16.*A-..e.-,`-`, I?" �7-��-... M*i LOA[ p3 I SPACING -- TCL 45-0 (in) Plates IncnMe 1-1 TCD L 8.0 rVert(TL) Lu bW I N"Me 1.15 $CLL 0,0 p Stress I nr NO 0 Cede UBC - LUMBER. TOP CHORD 2X4 SFF No. T CHORD 2 X 4 SPF 21 OOF I. WEBS 2 X 4 SPF StudlStd REACTIONS lbsic-) i=762/0-5-8,4=71910-5- MaxHofs i= M i 1=• Ioa Case �'7 W e FORCES T D 1- =x851 F .F`y =@L1 t. -4 — 71 T CHORD 1.4771 WEBS2-4=-817 MAIN TOP CHORD BUT CHORD .. ---_ -- . 1 .. — T1L.l4 _ .. -i e . � -- tee• e:l,�.� •!•,�. _.,..+- - .°�:.��-,,.,tea;►�eex�.,.. :....w....� ,>� •.- • PLATES GRIP M2 -0(209a)1451110 Weigh; 310 sheathed or 5-0-1a on ceilet purfi n rzpaCing, extapt end vsti1. 1-4'6.3-0- NOTES - F r d . . nd t 25.0 few' above f level. U -Sing . u pF,3.t. top chord dead load and A. 1tt chord dead ioad, 100.0 les from I T �e .� t er I ncio pd i d , l ent o s 45.0 24,0 Et ,� p Uf -7-93)- Lumber i nvaase z 1. 33. Plate I mase, = 1, 33. N 0 end va 111cal s we expose 3) Thj:5 trw5s has Won designad for a io,o p,sf- bottom Chord live load nonconcur4ent Wthanyother live load 1 Table_ 16-B, .,* 4) SIMPSON .. r 0mre O d to connect truss t b a1•rrg wails due to u ( s follow!;. one �r nect at joint(s) 1. 4. LOAD CASE(S) Cyber Inra--a= I e• 15. Plate Ir- 1 . ncenrLoad S ft Vert:.I---- _ . Trtkpazd(tal L6QdS (Ibs PW ft) l _ 1 7r 0.i 0—to-2' 1 23- u =— 1 23 .. ! -toil - ' 61 'd QZEZ8z980Z 'ON XV2 ssn.rl � f LO'0 01 03M 86-El-AVW f a D EF L (in) 1) I1 Vpr 0-38 114 291 rVert(TL) D.A9 1 f4 214 0-01 4 n/a Min Legh I LL defl -7- 240 MAIN TOP CHORD BUT CHORD .. ---_ -- . 1 .. — T1L.l4 _ .. -i e . � -- tee• e:l,�.� •!•,�. _.,..+- - .°�:.��-,,.,tea;►�eex�.,.. :....w....� ,>� •.- • PLATES GRIP M2 -0(209a)1451110 Weigh; 310 sheathed or 5-0-1a on ceilet purfi n rzpaCing, extapt end vsti1. 1-4'6.3-0- NOTES - F r d . . nd t 25.0 few' above f level. U -Sing . u pF,3.t. top chord dead load and A. 1tt chord dead ioad, 100.0 les from I T �e .� t er I ncio pd i d , l ent o s 45.0 24,0 Et ,� p Uf -7-93)- Lumber i nvaase z 1. 33. Plate I mase, = 1, 33. N 0 end va 111cal s we expose 3) Thj:5 trw5s has Won designad for a io,o p,sf- bottom Chord live load nonconcur4ent Wthanyother live load 1 Table_ 16-B, .,* 4) SIMPSON .. r 0mre O d to connect truss t b a1•rrg wails due to u ( s follow!;. one �r nect at joint(s) 1. 4. LOAD CASE(S) Cyber Inra--a= I e• 15. Plate Ir- 1 . ncenrLoad S ft Vert:.I---- _ . Trtkpazd(tal L6QdS (Ibs PW ft) l _ 1 7r 0.i 0—to-2' 1 23- u =— 1 23 .. ! -toil - ' 61 'd QZEZ8z980Z 'ON XV2 ssn.rl � f LO'0 01 03M 86-El-AVW f a Jobj Tfu Truss T J i FINK AMiFton t ornn� -� 3� 2-0"0 Qty PN rl 117 RP OM 6. x 4 r fir. T� �1 . _Y i°4 �� ,:a. Ali+: � fa ' �• r _-� • 3 Y1_ .,iiiY. — _ —+ , % _r�.� _ •. a..iit...:..e� , rua,�u 6i. _ t _ _a. • X14 _`* 6a pmts offset (X.)0' LOADING (SPACING —Mee f . VF_FLj TOLL 45.0 PJAteS 1=Se 1.1 TCDL 8.0 0. 16 LuMlDet lmraaSt 1.1 LL 0_0 Rep Strang Ince 0,21 BCDL 6.0 VUR 0 Code uBC-94 LUMBER TOP CHORD 2 X 4 SPF IOe BOT 4 SIFF No.2 VVE83 2 A 4 SPF ShOSW 1- ... _s•�� REACTION$ (bslsl1=1'46SJ6-5"8- S -A'46610 -5 -El max Horz 1 =-1 44d Uplift I �l ). --#(l case ) FORCES -4z:-1954,4-5m-2272 TOP $4 1-2-t-2272.245--1954 80T CHORD 5*6�2079. 6 SBS -8L-`., -c0, -=608} =-469 Mi rti IL def = 240 ax t.. � s) BRACING TOPCHORD Sheathed or 2, 8-10 OM Cefit s Pudin SPOCI fig. T CHORD Rigid ceding diredly applied. or 10-00-00 3on centet br O - NOTAlevel,. Ff.. top hord dead .bad r -D . . . truss art daE or r �:� �n � �#� � � _ t. p.. i i � �f . �� usinge 1) -This truss bottom chord dd io100. 0 t rr � r � bn Cat I n omildtir� , f � %ion - 4. with out (ASCE 7-93)- LUQ adL Inde se m I -33. plate I nCrrfiaSeX 1. 3Z. No a A d Vetticals are ex0sed, ThT6 tri ss h as been des ig n ed for a 10, 0 p connectorsFecumm e r d to con na truss t "Ili due to uplIft 3 follows: Poo connector at io rots I Y LOAD (1 tan r OZ'd OZEZ8Z580Z 'ON XH SSS»l � i 80.0[ 43M 86 -61 -AW —Mee f . VF_FLj -''�i,1 �.].J aifl .. RII+T��1FA in po •... .. _. _ 11defl a..aii/�.Ey _. . e •�.,� PLATES Tic� 0.65 Ved4LL) 0. 16 716 999 M28( 0 ec _7 "rte 0,21 716 999 VUR 0 H( nta REACTION$ (bslsl1=1'46SJ6-5"8- S -A'46610 -5 -El max Horz 1 =-1 44d Uplift I �l ). --#(l case ) FORCES -4z:-1954,4-5m-2272 TOP $4 1-2-t-2272.245--1954 80T CHORD 5*6�2079. 6 SBS -8L-`., -c0, -=608} =-469 Mi rti IL def = 240 ax t.. � s) BRACING TOPCHORD Sheathed or 2, 8-10 OM Cefit s Pudin SPOCI fig. T CHORD Rigid ceding diredly applied. or 10-00-00 3on centet br O - NOTAlevel,. Ff.. top hord dead .bad r -D . . . truss art daE or r �:� �n � �#� � � _ t. p.. i i � �f . �� usinge 1) -This truss bottom chord dd io100. 0 t rr � r � bn Cat I n omildtir� , f � %ion - 4. with out (ASCE 7-93)- LUQ adL Inde se m I -33. plate I nCrrfiaSeX 1. 3Z. No a A d Vetticals are ex0sed, ThT6 tri ss h as been des ig n ed for a 10, 0 p connectorsFecumm e r d to con na truss t "Ili due to uplIft 3 follows: Poo connector at io rots I Y LOAD (1 tan r OZ'd OZEZ8Z580Z 'ON XH SSS»l � i 80.0[ 43M 86 -61 -AW r a ua bra _.__._ -.. ar.��.. ao •yeh®eeeeeeeeeeeeee�=e. r e e Job 'runs Truss Type 021036 D2 DROP TO HIP .i _ ._...#•kms+- . .. ... .. .. .... —_. .. _.. _ .... .. • .. eeea.#esaQty ly —� _• • .. as ... •. Burg/Suhrlnd I f7 RP (0) 10 141 23-0-0 -17211 • - � . - 0-0 3-9-5 Ism Wr 4 _ .moi �•y ��+ Lam. � ��a � i� +f— rt =�� * - �f- •+-w�-#+t-r-- .. . � _ - a - � �T- —ter—.� •-eerr•-�..F� �� , '.,r ` °� - e:: �- r� _ �_ Jam_, Wit; .. �.�_��.._ �re�f +� - . .—a•��...:. .... ° -�"-' 1 0 a. � �� +�++.�� •- i "a L 14-6-0 mV40_ ...390 int .t..a. ... _+. }.....,. _.. _.... e� __,__, ..__ e. .ear..#.. _....- . ar--a.�a�.. .. -��tt •1.��....-�.,r-. �.. . 4 -_ •--' r�eeeeeeeee�-. r r — -.p'iY 6 �_0-2_12} 101., [_0-0�U1�r�o� 40 WMPMONN .e-.a..,=•:-�t-f�i��._.r.�.a..ti r..��84.._.ti ...cai��_.rµ.,.,t •a- � GRIP DEFL LOADING r� 0.97 Vert(LL) 0,34 � � � � LL A , 0- Plates � �� t �T igT0.47 6 6LL 00 Rep Stem Iver FI Min Length I LL deli = 240 LUMBER CHORD 2 X 4 SPF N -o- *kpt'L T2 2 X 4 SPF 165OF I _QF_ ROT SPF 1 F„ 1.5E was 2 X 4 SP5 Stud/Std *ExcePi W12 2 )(-FEND-'W24F-o OTHERS PFStud/Std REACTION$ Of5ize) MaxHort :_ I ld cava mayuoift 2=-1,90(loadcase , =_190 s case RACING TOP CHORD shoathed or 1-4-8 fin Wter vudinlspacin* except end arra rtical . - 0T 4.1 6-3- 1 10- 11. -2-0. 7*I . - FORCES __ _ y—i 45 -61 3s. 6-1= 1184. a �-549 ® ,q. = -5 T CHORD. 2-4:;53404 *1 —514 10-11 l _ � � } WEBS 7.8=.3 67, -1 1309, -1 0=- 1 * I * I Qz 1153. Z-4 It NOTES 1) This trufm has been thecked for unbalanoed loading ewilffidns about joint 5- �, _ _ ,gid IQa and . p- ,.f 2) This tw s has d i ned for the wind keds generated by O_ �e'r ,P, a winds W S-0 feet OV r 1 nd O$4 w$ -ng � bet* chord W �. 1U- ��bu Ung, 6f dirnensi-ans,45.0 by 24.0 with cxpowM C (ASCE -7-93). Lumbeir I� from r1 e - r 1. lel ° 1 r a No end verfiC413 ore CYPOW& a<jeq(jat0 drqinagg to preveryt weter ponding, r , ' i _ 4) it hues has boot) d Ve for 10.0 ef= b O I- 105) SiMpSON H2,5 noncon �T� � �t� any � r r roti rete t frr r IIs doe t uplift 0IJCW: One rutin ct�� LOAD GASES) 1) LvmbOr I r a =.1.1 ; Plate l n r eaSe1 uniform Low (Ibs pof ,'GyJ_� 10=6.146.31 +-� 1 e i'.a�.a� Y� �l�i� �•�i ��i� 7R .e Fa -106. � � a.�a��.�� _� r i iF� . ` _ F ti ConcentKated Loads I ) Ve : 2=-212- 0, ?'00. 4. 7={700- 4. -,;-:- 212. le 'd HHH992 'ON XVA ssnij 2 1 90:01 43M 86-61—AVW T ea _ -tMy �iipi� "+a-T.J� __.. ••-�-.f� cas �. i ��fi •• •i��s.. � .... •_ •moi.__, _ � :ar-� �� .....—.__. _._.. .... , o _. ..� _ .,. _..._.. �►o ply T Type J1 1 R V 1 a J..�fZ*xbUrqfSuftdand 117 RP D T 1 J I 4 _ HIP _ 1995-Wa I , f I nr. T W To8 621` 1 - 1?w-I'larlion �� n 0-5• 21,0-0 r 4-&144 3-1 i-2 t _0 - - l -# _+^ �• '� #� fir - i�*ya`� iT!• � L� T� �'�} Asa t� #-`{ 4 �� 401 tis 3M - � _ a ,•.a ''yi s - ii �, m moi' :*r8 '"-� .ems--rte.-.�t.._ - � a ••��'. • as y. ��,.• - TT•p• z i-�.i-�-F_ � :ice _� r I 4 } 12-7-12 L 4-6-1 -- �t -..;--..r� - - _.... -*#. .-E.�a.a• , � ai��., . _" -__ .._. ... .__ii1i1�• _ o �.rt.bf.�.._ _ '- r..i11.3.• ftl(I offoa% (XI)OI 6 .s 1 ��aa �� .___ . _. �r�+rt� .. J.P�fnYJ�J .fit - t�s.n# - .._ � IK'1 IY4..y � ! .,.. _. _.. ....�L 4 u J-"-- -•.._ V2 -�, �P-' � "_ - _� /4��14 J' -e ..._ apt L ;.,,..,,-.,.,.- ` rl .. .�.y_. __•.__.. •-.�.• ii•aseWa .. P.+. �ea;1�liT.w ..... r-.,�..� +�W „•...._1.. •J'3 LT •L {tr i PLATE$ IP LOADING (# I - o-# +F Plates' . T -749 (L 0-14 9/ 999I �� 14-91110 ■ '1..�` ii L 4_ 8 950 Vii.. � LuMW l� � _ "'C f � .3 r#�� ()L � J� D L 8.0 Code BC,- Min Length I L= 1 LUMSER Top CHORE) 2 X 4 SPF No, BOT CHORD 2 X 4 SPF N01 WEBS, 2 X 4 SPF Stu REACTIONS flW Ze 1=146510-54, 6=1465/0-5-8 max i I �,� case ). •6 7(108d Cne 4) FORCES TOP C H ORD_ - T CHORD -7=2214, 7. 8=2214.. z: 1772. Q.1i -1772, 10-11 =2214, 1-1192214 E -11 =64i .1 oz - 502. Ito=fit =i0i -8.304. - :�-502, 5-7=64 BRACING TOP CHORD F10TCHORD Sh"thed or 11 on cAenter purlim Spacing Rigid tri n directly of d i or 10.mo on cemr- bracing. 1 I truj i has designed r ++ d _ I at _ het qb ground N jy u 3 n .0 ..f. top chord dead load and 8.0 P, s.f r i _ + � � o building, i twons 45.0 24.0 iffy S Uf � ' _ _ ��x� r tttrn dead 1 = j..33. plate lnufi= 1,33- No4&0 verficals are exposed. 3) Thib trusshas ee n de $l r a 10.0 p... tt c ()r live 1060 n n n urrent h n other Ii� � � �' �� ' � - R,94 _ si I P _ r� ne uT . �m n ed o ew1� t tris t be �� g � � due o 8 f 11�: One connector at fent , . LOAD ( Stands-rci ZZ 'd 08' 2939908 'ON xv� 5 S n al � I 60:0[ 43M 86-E 1-,IVW f Ply A job 'Truss .! Rexb 5 ull rl ern 117 10) a 21036 l M ---�_ - , �� - - _ _��•�.,,: ... _... a ... . _ � �� IF -s Sep ° �e TV s y{+ '3 `fir ��- Or iia� + ii a"•'a 'yam f��' �.•�' yJ. J't f+r i j Z 400 77. 7-0-14 7-944 12 O'G'D LO I ■ �w.7� � �y � �. _ J�. Y'.°AFxJ�':'ee .• as r.r rr �.�.__ ■�+-,�rr�r�—�.•—,.�.—�.��ee a-u�--•,.zee+-�rr+i��..�._. CS1 DEf L (in) (1w) 111def PLATES GRIP iAa•e inna�e'i�'�•a �.• •,e e�va3�J4 �1i4#fie e-e�-wee-.�-rs—° LOADING 7 716 20 14V110 L 45-0 Plate$ IncTa� ,1 T e. 4 �� 10 r-1 954 TOM . Lr toc ac. 0. 10 -VeTt(TL) { ii�a IBLL 0 Rep Stress In r YES B 4 �� )�1 MLLn Length I LL Oefl = 240 BOA 8-0 Code BRACING LUMBER TOPCHORU TOP CHORD 2 X 4 SPF 2loor 1.8E SOT CHORD 7 CHORD SPF i 650E I SE S WEBS 2 X 4 SPF StUWSId REACTIONS Ob s e 1-0201410-5-6, 5=20100-5-9 MqX H o rz I m- 1 9(joa d case 2) Ma =2010- - a Uplift 1=- 10a s . -7 1oa cage FORCES _ _ Top H 1-2z--3372, -e -22951 4=-2295 } 4-5=. ". 7 BOT CHORD 5-6u,3003. _ = 196} 7. 8=6-9-&-2096, 1 f w 0 93 WEBS 2-9--11812-87---107.31 ,..:010, 4-8 t-1073, 4-lazL11 'Shailthed or 2-5-10 on confer pvr5n Sowing Rigid ceilirkQ directlyrap fed. or 10-013;00 n wrftf OrDcsng. # POW at Mido4t4=, 8- NOTE i 0 feet above #� windS at di me n i with para (ASCE -� Lumber bcft�`�'F 0f � bad, 1 fila hurricane ocean! Vn e, on . cal I n 1Q bu, n �s of 1 r i =- 1. * Pule I � ' - o dverticals are exposed. 1 R * . s beV -Ireed r a - .8-f- bottom chord live load nanconcurr nt ilth any other I loads .r _ - _ 2 remm m an ded to con nect true & 10 bearing watls d ue 10 o f-Ifly : One con me ctor at jotrit( 1, .5 - LOAD Standard Ce 'd 0Z2KSEH 'ON XH ss°',L � I 60'01: 03M 86-61-AVW L Ce 'd 0Z2KSEH 'ON XH ss°',L � I 60'01: 03M 86-61-AVW a�_._— ... ._. _. .. R. _•. _.. .., iii ty Job TrUSS Tis Tye #L 1 . ��r r d V7 :210 , EIS i drn �;Omponents - 0 - r AW - 3 Ti • ��+� `moi l�- y,t. {y 4t r '+ty =ett^ 1 S = - I t Ip, q ' _ .� •I. !7 - .. ' .saw #. c 7 ate^ i 1 de T'4 . I UA a a _ _.� tib:• ••-+i.�aaaaaaY..:.. a.. -• +��_#• ....a__ta..+_..7 aR ..a.._.=+a•eLl/+.---.�._ma..c:iRLT�"�-T•=a ■1!7lRf+�"'�'�.:_—.__—�= i s. ,...r_e ii•M iti,L_fl-rte '�7i�F11_ ,eft —.K�—••-i r= �•�/efi� +.. 9 ...rR�, 1 .. ti ._e..�iF.iii�VN�k}��.P .. f DEFL •� .�ipY�yf.Ll. ) RII.��N�. �a I = -rar'aFY.a w-.._� s ,. .. 1'1k if /l iRFi i. _ _J.L�•��. �.R - i c o-. .. ti. � .I ._... ..., » - .�� A'3. �YFP . e �. iY� Y �� ) II&V I T a j 4 ,O ` 1.1 Ir�ra3y■y■ P; 0+00 �4�[�� JY � ti(0a) 1 45YI YTL4 idt C via ttT1-Y. r{ * L L Rep $true n YES 8 - r (L) N _ Com i Lth I LL : 240 BCDLLUMBER TOP .D 2 X 4 SPF o- WEBS 2 X 4 SFF SWISW OTHERSSPF StodlStd FORCE; BRACING TOP CHOnD Sheat�� BOT C14ORD Rigid ceifing difeefly applied, or 10-00-00 on center br e . Except, 3-0- . NOTES 1 � r quires tontlnuoijs bottom chord bearing, otibie sttjd!j spaced at 24 f names an c.�,nf er E I if: � � r i d i of For Studs exposed to wind, see 1T "'Standard n Detail t i 1tAS # T i #toss has been � d i m for 10,0 P -T m of p i .fir lire i no r rran with any other live load$ Der Table ' . 1.6-R. B - T_ LOAD CASE(S) Standard VZ "d HHK99V "ON XU ssnil A I 01IOI 43M E6—£I—AdW V Job Trwsr. 1016 4 o _.. 1.. T)I TOLL �O TDL - D LL 0.0 BDL &0 Truss Type j ONS .j 5 0 .—. s Thu • __-'�1•trt �•s • �e - 6 i4iS � r I.6xA r. s wl `*+ #* I 4 � a } - �• - �{moi fI T SPACING Mate$ IrtMaSle" _ T LumtwrI :5 R we Rep - Icr NO CQde UBC -9 LUMBOR TOP CHORD 2 X 4 SPF No T CHORD 2 X 6 DF 240OF 2&P,0E WEBS SPF StudlStd May Ham I= 78 X103d tate FORCES TOP CHORD 1-2=0. 2-3=-272 ROT CHORD 1 -1V - _ -----------.. •,_,_,�._+ ,ugrr .-. .._...a._..�a.,k; y..y_ --.,._ ,- ._ ,a�,: .,:: YS7Y.li 1 : �r�r:�r DEFL (in) (IbC) PLATES GRIP M20(20ga) US/1 0.61 1 a' n(LL) 0. � IFS 38 l 00 0,92 VQrj(TL)i P3 280 0.00 Hoa(TLI 0-00 -3 n/a Weight Min Laglft t L - 4: 15RACING TOP ORDlie-, thea of 6-0-0 on center puelin SPOCIrig, end vV r i I _ SOT HDFSD f id mAng directly Ifid. Of 10-00-00011 meter r cin - NOTES �, .f 1) This truss hat been + I d 1 d gan raied � 8,0.0 h- wind a s 25, 0 t above g f u n is w r' fiord dead'aad, 0 m08 hut nli . o Cato I an I building. of dimensions 45-0 r with exposor K - Wm �� bt leve - 1,33, Plats. In r ose = . NO end v rll fs ara exposed - gable . 16`6, 1 . h Ig t cuss ha been d e i d fn r a 0.O P , L tGm cho r i is r�on r current �� r � � A, 3) SIMPSON H2_6 connWoreratommqandigd toCoftneCt truss to begrinQ walls clue to uplift a fGllO, . One r.,tnnector a4 joint(s) 41 SIMPSON HU526 recommanded to wwrt Van Tr d .l 24 " o.c jai rig boftm chord. LOAD CASEM Uniform LoedS Obs Vell—ZZ-1015-0.. I-3=-588.5 9Z'd HeEeeseoe 'ON XH ssn.ry � I 0 I 0 I 43M 86-E I-AVW f ob Truss ` T T J3 MONO I Qty k - 17 -1 Rex�wg!SuthPWd IF7 RP P) G .,.__ . .. a .1 pfd � � b J an Da 01717.75 "I N 8 P46 ',t h. aT 1.514 -• $T }i. { s a* • f TT a} 6_0012 y #+t � � � ■ * F `VIII moi— J �T �+T' ..tea s. s.�sai a a_—�'•9F._. ' � } t ' 4 _ • .fir wit •. •_ �.}.. _}a�r_�c .aYaw--� r.. I r'.��-+ �#1.� L Dt 9 FI - -•T .+..+.��------`—��= �... .,. ....�,+t�IF.`w�4M,5v` .�, {�iy� SPACING -0- as ....:.a+�'�1��.xu.•. LL 45.0 f Plate:$ bras 1-16 T TC DL 8.0 Lufn b r I ne se I is ac L 0.0 Rep Stems Incr YES wa BCM 19.0 cue I.. �s�o.:+--� ` _ .�� - UIB - •— s_�.. _ _ -,-. .� LUMBER Top SPF o- 80T CHORD 2 X 4 Sr1F o-2 INEBS 2 X 4 SPF tis/Std FORCES TOP CR. - BUT CHORD max Horz I1"b 10900 MaLX Ujolift j=_ (#6ad ca�Se . 3=uZ40Qad CaSe 3) J-. -3=;272 14=0 13^ (toe) Vdf rt(LL) o.o5 113 999 Vert(TL) 0.07 1 f3 826 o(TL) -, 00 3 n1a Min Length I LL def! BRACING TOP CHORD SOT C1H0RD ... J. 'JII.I�Ee47,�a PLATES IP M26 0 ) 1491110 Sheathed Or i0 on canter purlin SpXinq, exuUpt and V ri( 13- 1-31-6- - - NOTE$ i) ThiS tfuSs has beeri 4esigned for tile wind loads generated by 90-0 m.p.h. viinds at 25-0 fbatabGva gfound level, Using L.A.0 P -9-f WP Ch0-,rdde,-"d 10�ad 11 -OP-S,f bott,Dm chord deW load, 100.0 • k0m hUFFICane o :a �;ne, o,ri a category I enrtoaad building. of dimensions 45.0 by 24.0 With exposure C (ASCE 7.93) Lumber In r *a - 1.33, P1 jn r :p 0!!!! 1,33. No and verticals -areexposed, TnIs tru ss h as been de sij�adfor a 10 0 a fr bottom rh oM live load no neoneu rea nt with any other I We id s par Table No - 1, 6*13, U BC- , &MPSON H2.5 connectnr!3 wommerided to connoot truss to bawinq els due to uplift as f Sow ' Or.,e conneCtor at j int(s) 1, 3- LOAD _ L f SFJ Standard E'd 03cegeseE 'ON yv� ssnil A I L 11*01:03M 86-91-AVW 11*01:03M 86-91-AVW Job Truro J i Typo MONO P �'t Ply RexborgiSu(nedand 117 RP (10) G - _ -3&6 S _. a6i�.-Tk+ Thu Jan Od us f-24 VaUt i y*.r. 00, 12 -��+Fi+ • _ter- �a"" r-� *T y+ _ 1 ___............. ..�.�. r 1 _ *+� .�,* ��i{r-,- - .._+�..:�.. -tee, •,-rte.,.., �-.�..��f__.. ---� s �� 4 f : a.. _ ... �.'.17F..x — LOADING (� F.' � PACING 2-0-0 LL 45.0 plate& in ease 1-18 TCIDL a-0 Lumbar Incteamb 115 13LL Rep Stmss Incr YES 18CD1- 8-0 Code uac-w ti LUMBER T CHORD 2 X 4 SPF - SPF;Stud1Std REACTIONS 1 � lz) 1� - , -374104- Mix Uplift 1 -2�- 7 ai . _ t Case FORCIES A r� TOP CHORD +�r 1- " t " ",� i BOT CHORD -= �.,��.�i�.r..� ,__. __ ,IY,iA,A•,iF,v �...�,{}�y�Fs. c., J�34�1r'�h-,•-�.T .. f JIM) Ude Van(LL) 0. 11 113 656 Ve(TL) 0-1115 1f3 H-orz(TL)..0 Min Length I LL d6fl = 2AO BRACINCO .. aaY4a11Yi�Liv'1.. ,..._. .__.. ..!��-�l YFfr_....r ... •; �.. r=�.-.. PLATES GRIP M20,(20Q2,)1 / l 1 ry Weight! (lbs) TOP CHORD -0-0 on centa exrept end verticals! B7 CHORD 1-3,6-3-0, aFeiF r..• ••w _ �..a _■ ALF1. NOTES i This tr u has been d � for the �n ids pen t 80,0 , - . inti t . fret above ground le � �i�. -3. f{ + � � to �+ �� _ �I .� boftorn cho rLd dead los d, 100 4 mAgsf om hu icac9a n 1i ne, on a categoryrc s buil di ng. rj -1 mons I on s 45 _ 4 _ ID q. -Vit exposure C (SSC E 7! 93 Lumber �� _ � -•! Int �� 1: , � � ��a�� - Th-is trL.,s3 Kas been da 6 Igned f6f a I 0jo 15-S,fa 1otjoM h0 W I ivie load non corr nt With any Other I -1vA loads par Table No. 16- B t -9 4. IMP50 . connectors �' Ande nnev trust T t ri w0l due tO � a f0"Offs- cOnr �r� 1 t LOAD CASE(S)SS) Standard lZ'd OZ£Z8Z580d 'ON XU ssnaZ E i a120t Q3M 86-61-AVW