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Home My WebLink AboutTRUSS PAPERWORKSOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 " Fax: (772) 318-0015 Job Number. ,Q 62 J1900216 a Customer: Ryan Homes (Ej } s%i Name: RYAN HOMES 5357 L-48 GGNINED Address: BY City, ST ZIP: St. Ludeewity General Truss Engineering Criteria $ Design Loads Building Code and Chapter: Computer Program Used. ,Gravity: 37.0 psf ROOF TOTAL LOAD Wind 0 mph from i No. Date Truss ID# 1 12118/18 A1A 2 12/18/18 A2A 3 12/18/18 A3B 4 12/18/18 A3C 5 12/16/18 A4 6 12/18/18 A4B 7 12/18/18 A5 8 12/18/18 A8B 9 12/18118 A6 10 12118118 A7 11 12118/18 AS 12 12/18/18 A9G 13 12/18/18 A10 14 12JI8118 A11G 15 12/18/18 BiG 16 12/18/18 B2E 17 12/18/18 CJ8 18 12/18/18 WE 19 12/18/18 D2 20 12/18/18 J2 21 12/18/18 J4 22 12/18/18 J6 23 12/18/18 JB 24 12 IMS V3 25 12/18/18 V5 MiTek Version: Gravity: N/A Building Authority. Unassigned This cover sheet is provided as per Florida Statute 61 G15-31.003.in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package Brian M. Bleakly ��CODV FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34951 No. Date Truss ID# 26 12/18/18 V7 27 12/18/18 1 V9 Page 1 of 1 I TYPICAL DETAIL (9 CORNER. - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.O.LFactor=l_00) nds toe nails only have 0.83 of 'lateral Resistance Value. 12 . < < � SO SOA 4nA 12 1OVER 9-9-5 CORNER .LACK GIRDER ALLOWABLE REACTION PER JOINT G) up Ta 2W - 2-16d NAILS REO.O. ,. QB UP TO 394; — 3-16d NABS REWIL use 2-16d toe non TC & BC. Typical jack 46 attachment i TYPICAL CORNER MUr toe u Typical Hip jocli attachment CHORD HANGERS FASTENER GIRDER JACK J7—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — - — — BC -- ----— 2-16dnails ----- J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC —— -—--- 2-16d nails ----- J7 TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — 2-16d nails — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC -—----— 2-16dnails ---—— MINIMUM GRADE OF WMBER LaADING (PSFj M INtlL• oas BC 2x4 SW �2 Trip rBC2a17 2a O WEBS 214 Syp f2Ny3 BanxIm 52AONG 00 1a 24O.G SOUTHERN TRUSS Fort Pierce Dggivision 2F hw �►A R� COMPANIES rt Ferce,9FL 3495�. (800)232-0509 (772)464-4160 Fox:(772)31 B-0016 Bn'3n M. Bleakly Struct Eng #76051 2590 N. Kings Highway. Ft Pie ree, FL 34951 772-464-416D TYPICAL DETAIL @ CORNED - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.O.LFactar=1.25) rids toe nails only have 0.83 of lateral Resistance Value - ALLOWABLE REACTION PER JOINT G) UP TO 26si - 2-16d NAILS REQ'D. UP TO 3941 = 3-16d NAILS REQ'D. 12 1QYER '-OA lg® ;OA 1-0 4 A ->F- '� n o n u o use 2-16d ti ` toe nail O Bc. He GIRDER 12 O 1OVA -0- CORNER JACK GIRDER Typical jack 45' attachment '11 TYPICAL CORNER LAYOUT nail O Typical Hip -jack attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails - - - - - BC -- - - - -- 2-16dnails - - - -- JS TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - -- - -- 2-16dnails ---- - TC - - - - - -- 3-15dnails --- - BC - - - - - -- 2-16dnails ----- HIP JACK GIRDER (CJ5) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - -- - -- 2-16dnails ---- 11MUM GRADE OF LUN T.C. 2c4 S1P 2 B.C.- 2X45YP 2 WEST 2s4 SYP NO3 LOADING (PSF7 r5a LYCft L D FB=17 70P. 20 BOMM 00 10 6PACWG ZV O.0 SOUTHERN Fort Pierce Division TRUSS F590 ort N. Kin ,9FL Highway, COMPANIES (BOD)232-0509 (M)464-4160 mqc//---- -Td— Fox:(772)31B-0016 Brian M. Bleakly Struct Eng #76051 2590 N. 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' 1i.1i.-:: :fi .._ifid.l"l:. :'Y6d e•" 732E ]51II 1H5 1355' _ r- ,II46;' '• - :',16: I14.T. 3-WIS ':... .-F::. 4;13g6 II 2., 11A1: .-.". �:=;. 1250 140E M5 --755 :10. ' 16d ':: 4'i W'-3Od.;-' 1470 16M 1B00' 755 .W546.js`--4`.-' .H1646'•. '.2' at_; „'-..':.4• :%15d 4;'16d F. 1085 .1235 13M 175E HfIS46F.� - #015C16 7 ?Mr 3--'VB.-. .5.`i. 72'..:. T:.:.+.42' C4.::76d :4:= .i'164 Y_ 1085. 123E 1300 11S ' HUiW,e.: __.�{NU846. =14- &SA7 7: T:= :'2• -�•ZI "=+-:-'fi ,:16U -.fi;: :•:1fid!:: 162E IBM 199511870 4=8'•. HU548F '• '. 'FOd'.48 '. .14 i3-,WMB :7.' ' 2 •' 1 .. `._:. 6 ... 76d ' 6> ;-:16d'. 162E 1B50 19951 18f0 111 -1-VB' .. Min • 8 : _ : ,t6d S 4 ' ' A' • - 1230 1390 1490E 7B0 . Myt '•'12. 6 1850'I 2085 223E 17R _ F9Yffi0=.,•:.:.'"4NF16 '' 14. 3-YI6 5-1716' 2;1 Max l'12. � �� .}185012<t85'12235 R5. 6.. 11R - Mac .14 : ]6d- ` .; : .{:,•.. -. tOd. . . ..: 1540 1735 18551.7a0- F2 .:' fi; 215E 2430 26101..11R. - -HU04B ; '1l • 3-,8/16 :6-1916. Y-12 '-2 . �i:. . n • 70 :'Ifid •-. 6. 1 ". .''.;10d.. . .• 1540 173E IBM 780 -� - AL Y - 14 2155 2430 2610 .117B . Itm 111518 18 3-SM &R 1 16 16d 4 16d- 1325 '1510 164E .130. JU5410 LUS410 18 3-SM &7I8 2 1 8 1Bd 6 16d 7845' 210E 2290 1980 SUH410 I U410 16 3-M6 8.3I8 2 I 1-1,11 _ 16 fi tOd 289a 1224E 2420 - 173E 16 j 1fid 6 10d 2350 26M 28M 1135 IffA18 NIt548 14 3-5M 7 2 1 6 16d 6 1 16d 1675' Wig IBM 7670' HU548ff 1915G8 14 3-518 7 2 1 5 16d 6 16d 162E :1850. 199E -.1mc: 10348 I1IN8 14 &9t16 6-75I16 2-12 7-11e Min 10 16d 4 10d 1540 173E ism 780 M. 14 6 ISO. � �0 17R. 4Y10 19)48ff NUC48 14 3-9/16 fi-15f16 2-1/2- MN 10 16d 4 70d �1640 773S 186E :'780. Max74 6 2155 1430 Z0 . 11700 M15410 HIb410 1 14 1 3,M 1 B-7I8 2 1 8 16d 8 16d 2170 246E 27ifi0 2210.. M lMF H113C410 14 3-518 8.718 2 1 8• 76d 8 16d 1 217D 246E 2560 . 2210- f91410 I H0410 14 3.9116 &131rfi 2-12 1-12 YJn 14 16d 6 10d 2155 2.4M 200 1170' Ma 20 76 30M13475 3M 19M FID610� FNC410 14 3-9716 &13116 2-12 -Min 14 16d 6 1m 215E 2430 TSfO :'f1R- Max 27 10 33Fm .347E 737E 19R 1U104101E E 1NC0410 14 3-9116 9 3 1-12 12 W53 fi 7VSi 5015' 5590 5S9D 2975-1 1 31,81, F32 1) Uplift loads loge been bmased 60% farvAnd ws2ismk: kads; mfmmerk� dW he parafti 2) t6d sWms (0.148 dig Y 3-1/4' lmg) my be as1 at(.84d0e table load whoa 16doommwe me spedfied.71ds does not appyto JA NA MI6 sladre9 hm9ms 3)WS3Wood Sa me1/4'Y3'longandmehidedwim HMhmpm 4) NABS 10d re85 em g148' dig. Y3' lei l l6dtssls are 816r dia.Y 3-12' long. New p n&cts w updated p uWd hdmmmfm ma desv,&d N bhefouL COrmsdon Finish ESWrdSted Driold Coat 12HDG ■Triple Zinc 119 9Z•L. ss( IIVaNN11'MYj1 dad I 91• 9b dw WIM °oe dsa a 9l. 'la 1101 -au of oz 111130 1NIor dIHH IV NOUdO 9f115U'IVN0ILdO , oL'gg aY� N19JO a A j0d �� aziaf 1 3Yrno� •HAOHs CY Jna MHWW Na 3wnl)s 39 kYA a" "moo moo J1160H -NMU A 31LL aY paNNm sy Lima pu'-ffYfiEgll�ddMul7JwH9Xg1 (n1 sendi 20 AdA dd013N1 eNt�'Ya4 YCI OH17/ � Nf7Y1W ]ILLS NIHLL •]IGN(Iui 12353tr OtYI]1 16@N33N'NJ3 Ha a3Hpldt sY omords mwd Ja run M n ®osntli A31lYA NO Naitla a3Mt IcF° 1pin NO a31 wdC 3391mp aY No 'aa ,1Z 1V enrad Jy allynYJp BenY1 AYTJYA march 6UW.A JAB IAA�NJe a�slllLL�Ada ada J dal 1.0-ITIL WIMO JOH AYA L4001H -MLW A /3'11YA MAW NMIl ri1Y1 0 etl3M 1J�J,V yOya�1pVpp Ny 0Yd0 1z 8it1�Wy_aylYY]l.Ytf sNraunp uH%BAlaalyda ]M'QmM y aC1�t JO PWa Not laws-.J Yn 4 'Nals3a arms $ NWMI NOAa3O10 01 ssflen ,1 • ' aruKWMlI'W A,y'.. �ct Seca -it (aaaI 99INVdWOU in sonmi Naai��:nos IDNIOWS NnVIIXVN '660 „$z IV 83E (*r) XON Anoz Bu(oods xow„0—,9 X011 a0—te f XON 110-1 muooi+i IiOYJ°JriO Aga sww GL L%* 'NCNIOatY M 'dla rotaann8 9010HHa jI UHM°H NMI -od'�' uad d3 NN-0at ilmi n 9 `9L 1 )ate Ya9Y3►al M WX'asMLL oMadMe AM Ol MWA Hal9 HWW G4 Combo No atHau4 'IW Y NOW mIJrN A AYn Lw•(*) AdIV9 Ja C� AM +wZ 141A JgINa Jo zf/li Jda Na NEI d9 +XZ NO (•)atLL pa43 Nag Jgt!9 Y{" L�/Lf Ada Lj " ('MZ No40 aal N39W(1'I JO 30VL10 KnRININ Gt o H �I Q uSP BN DFL HF o c°7 SP DFL SPF E ti o HF aT DFL SOUTHERN TRU55 COMPANIES run„ UUpVE Lm DU N ga1IU� m is 4�io. p. OCN"NUOU3 B6,A N."".`lo °YBF ' CnnFA11 �aw)•'`" meta EHB Bu ypoM .{'-B• . °G.-a ABovrnpitnxB�tc 1a• °pt. o0 A. BBAp�, B?ABENNta 1' 00. t g�4aB '(ry72 YUYt®pMMBI i UOV I®. rr)1B' R7o.)zoNm ANOID� Boa B1 mNEe0. BaNp BC A MINIMUM of BOX or WEB lFN 8 .[U 8 B BB M1 B G 1fVB�ri-B, BUI' 9Bk t�BB + 7 -o• e. B p HEA. On TOM l eo 0 -rypic;al dla�c��%bacGc MINIMUM GRACE OF LUMBER Top Chord 2.4 M? /2 or b.U.r Doll Chord 2x4 SYP 2 or bdl.r . W.b. 2a4 IA? 7 ar bd1.r RUM Ta SGEED DESIGN FOR DASHED PLATO 776ppPp=p PM YDAMI VqE{ nCAU7 AT 4' 00 MAX . �Ap NNCpOHf�ppp,WE7QggR�7pOpYpE�Ap7�pRA�N90gp1N�RE}A{p}y UUZT BE STACCEEREEDD SO THAT ONE SPLICE fiN'G RC MP1� 9WFA7HDTIC 70P�OHGROVEAPVdFOWaH7RUSS. REFER 70 DlANFIA'. SMID 0®ION FOR REOUVOO) PaRUH 5PAOO70. TWa� �C�OAL 19 APPLICABLE FOR THE FOIlO'IONO WIND CONDRIONSI yry-.6MPN WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLI10. la AN WERE 21 HOOF, i MI. PROM COW oQA�rpI�B a010 10 vLO �ryPPsr,,pSwom b0 DL- Par FRIy{��tN4%NfrO 1l ol+.e PstF, A1ND eC O4•SE�I!our 17ARa BE OFBEr N Lt� AS BOM FACES ARE 7P� 04 OO,MN6 WED BRACING CHART WED LENGTH I REQUIRED BRACING Or TO 7'B° NO BRACING lx4 Or BRACE. SAME GRADE; SP 01ESAS WEB 7'0' TO 10' MEMBER, OR BETTER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4D 0/C. 20 'r BRACE. SAME GRADE. SPECIES AS WEB 10' TO 14' MEMBER, ATTACH WWRH 18dBNAII.ENATGH4' o%cam +A *ATTACH PIGGYBACK WITH BrxBXllr COX PLYWOOD WITH 4-¢5d NAILS IN EACH BOTH FACFS O ' b r r-r T Ih% r opooMbF of bmr JOINT SPANS UP TO TYPE 30 34' 38' 52' A 2x4 2.50 2.50 3x5 8 4x6 5x6 5x6 5x5 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 O.C. MAX. Maximun Loading 65paf at 1.33 Duration Factor 50paf at 1.25 Durallon Factor 47pof at 1,15 Duration Factor DO lean+ " w Or u,r.0u .w ,wwa n .wwn. w • .•yn .. r^^^ Thrre Dp rheaDi� 6 p�plld. dlecly b the Ipp dr rdA Ihq dul 6r�rd m SPACING AT 24" O.C. ....m.a�.. Ih. w.....r.. Tmv,. .hep hr .Bi nmmoMe to bw SCAB -BRACE -DE -FAIL I ST-SCAB-BRACE Note: Scab -Bracing to be used when cwnTmuous lateral bracing at midpoint (or T-Brace) is Impractical. Scab must coverfull length ofweb +)_ 6". —THIS DETAIL IS NOTAPucABLE WHEN BRACING IS — REQUiREDAT17d•POINTS OR MRACE IS'SPECIPIED.• APPLY 2x SCAB TO ONE' FACE OF WEB VWH 2 ROWS OF 1Dd'(3"X0.131-) NAILS SPACED E'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND , SPECIES (OR BETTER) AS THE WEB. �\ MAXIMUM WEB AXIAL FORCE = 250D Ibs MAXIMUM WEB LENGTH =•12-W SCAB BRACE 2x4 MINIMUM WEB -SIZE- MINIMUM WEB GRADE OF#3 Na0.s� / Sedan DefaD REStab -Brace web Scab -Brace must be same species grade (or better) as web member. L-BRACE DETAIL 7 Nailing Pattern. L-Brace size I Nall S'¢e INallSpacing 1x4or6 I 10d 2x4, 6, or 8 16d 8" o.c Note: Nall along entire length of L-Brace. ' (On Two-Ply's Nag to Both ELes): ; WEB Secrmn Dew •E— L-Brace L-Brace meat be same species grade (or better) as web member, Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace Umst cover 90.W of web lengw L-Brace Size for One -Ply Truss Specified Continuous Rows ofLateral Bracing Web Size 1 2 2x3 art 1x4 "` 2x6 US .« M 2x6 ••• - uirtet, i butl I11 U nON NCTAPUCABM L-Brace size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web S¢e 1 , 2 2x3 or2x4 2X4 2x6 ycg «. Zx6 2xB +» —DMEGr SUWnTUT1CN NVrAPL1CABLE T-BRACE/ I -BRACE DETAIL Note: T-Bracing/ 1-13racing to be used when continuous Lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to cotwertT-BracB / 1-Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace sae I I ng 1x4or1x6 10d a'oc 2x4orWorW 16d 8'o.c. Note: Nag along entire Ie xA of:T-Brace[ l-Braee- (On Two-Ply's Nail to Both Pees) attemate posit -on 11 1 W® t 1l r Na�1s Section DeW T-Brace alternate position tJaDs Web [-Brace New SPACING T-BRACE _ Brace Size for Ooe-Nly Truss Specified Continuous Rows of Lateral Bracing Web Sae" 1 2• 2xB yr 2x4 1x4 T-Brace 1x4 (') i-Brace 2xS 1x6 (') T-Brace 2x6 I -Brace W 12a T-Brax 2u81-Brace Brace S"ore for Two-ply Truss Specified Cortinuous Rows of Lateral Bracing Web Size 1 1 2 • 2d or 2x4 2x4 T-Brace 2x4 FBrace 2x5 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x81-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (7 NOTE If SP webs are used in the truss, Ix4 or US SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values For SP tnss lumber grades up to 42 with 1X bracing material, use IND 45 forT-Bras: l rao For SP truss lumber grades up to S1 with 1)F bracing material, use IND 55 for T-Bracell Bm 'I rur ru39 lype RyanH es 1833-8 AIA Common 3 1 Job Reference (optioned)- _ awmmrlmO.rL rl�m,rL, aawi - __ ' 5.0012 . Dead Load Dell. in ..--- - 3a5i Us-- 6 8 2x4 11 2x4 3XG 3X6 45 910 3112G 3tl2O 3 11 2 12 13 1 _ Al Al U4 20 19 18 17 16 15 �4Us r 21 4x5 = 316 = 4xfi = 3x5 = 3x5 = 4x8 — 3x5 — 5x9 99 %% ME, a Plate Ogsets MY)- I21:0.512,0-1.41 LOADING(ps1) SPACING- 240.0 CSL DEFL in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.89 Vert(LL) -0.28 15.17 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 Be 0.90 Vert(CT) -0.5815-17 >918 180 BCLL 0.0 Rep Stress Ina YES 1N6 0.97 Horz(C1) 0.14 14 Na Na BCDL 10.0 Code FBC2017ITP12014 Mat1xS Weight246lb FT=20% LUMBER - TOP CHORD 2x4 SP No2' SOT CHORD 2x4 SP M 31 -Except 82.' 2x4 SP No2 WEBS 2x4 SP N0.3 REACTIONS. (size) 14--P&o (m1n.0.1-8),21=041-8 (min.0-1-8) Max HOM21=177(LC 9) Max Uprdi14=803(LC 9). 21=603(LC 8) Max Grav14=1727(LC 1), 21=1727(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid calling doeedy applied or B-7-11 oc bracing. FORCES. Qb) -Max. CompJJMax, Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 1-2-566121, 2—= M2PI13, 3-0=3003/1057, 45=2913/1058, 5E=2909/1080, e-7=2A34/918, 7-8=2434f918, &9=29o911080.9-10=291311056, 10-11=-300311057, 11-12-5021113,12-13=-MI21 BOT CHORD 1-21=281486, 20-21=101812705,19.20-78411405,18.19=764)2485,17-18=446M835, 16.17=60712405,15-16=-6072405,14-15=-84112705, 13.14=28/486 WEBS 7-17=372/828, 8.17=-62 MM, 8.15=1971422,10.15=189267,11-14=28031941, 7-18=972/828, 6.18=623/463. 6-20--1971422, 4-20=1881267, 3.21=26031941 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) %kW: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=S.Opsf, h--15(t Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord We bad noncenamen(wdh any other live loads. 4) Provide mechanical connection (ry others) of buss to bearing plate capable of withstanding 1001b uplift atjoint(s) except 61=11b)14=603, 21=603. LOAD CASE(S) Standard \\\�\\ \ I IMl 1 IB! i PE 7f3051 ` �TT �0 -, o� —'�� 14ce o fusstruss type Ryan omen 18i3.8 A2A JW IFly Cm w 2 1 Job Reference loptionaD aamian Trust, rt rwae,r�, aesst RmD&RWe txxet zetarmeesavactclztana wtmcmeuemeaf,fe tueueotota:at DDEY rays-, IU.1zRvGRVJa037tNORkO1RzgYtmRw7lR627tdtXPnRszeXPeVjBxUV6daZyt¢DD(YowEy7iyk 248-0 4600 1-I.e 50a 9.ae rays P2-0e 308e 980e 41a0 454d 454.p 1r S✓3-0—I SaU I ��a�6— '1-4e'1�OI 600 ill 38-0 I 980 a/0 040 4,5 = S1C1 \1 Ga M220HS= 5x8 Mf20HS= S MIT 3,5 = 4xG = 3n5 = 3x5 = 4t6 = 3x5 = Dead Lead Deft. -114In 1J a 3-0-0 fat-10 161fd Z/81a 3868 464E 45"5&4 i38' asm i a-Sfa � aa�i safe 1 sal Plate Offsets 0(Y1- 2041-0,0.1-141. [3 0-6-0,0.141 f1:0-0-8 0-2-01. 18:0-",0-2-01, 113:0-54 Edael. 120.0-&I O-1-41 LOADING04 SPACING- 2-0-0 CSL DEFL in Qoo) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.96 Vert( L) -0.47 14-16 >999 240 Lmo 2441190 TCDL 7.0 Lumber DOL 125 BC 0.91 Vert(CT) -0.73 17-19 -731 180 NMOHS 1871143 BCLL 0.0 Rep Stress [nor YES 1NB 0.98 Horz(CT) 0.15 13 n1a We BCDL 10.0 Code FBC2017ftPM014 MatdxS Weight243Ib FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 tFxeepi- T4:2x4SPM31. BOT CHORD 2K4 SP M 31-•Drcepr B2: 2x4 SP No.2 WEBS 2x4 SP No.3 SUDER Rlght2x6SPNo.23.1" REACTIONS. (size) 20=0-8-0 (min. 0-1-8), 13=04i-0 (min. 0-1-8) Max Horz20=167(LC 9) Max Uplif=0 596(LC 8),13=557(LC 9) Max Gmv20-1740(LC 1), 13=1639(LC 1) BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (tb)- Max. GampimatL Ten. -Ali forces 250 Qb) or less except when shown. TOP CHORD 1-2=-572P28, 2-3=5071103, 3-0=-3034I1045, 45=2945N044, 54--294111068, 6-7=2464/887, 8-9=24731895, 9-10=-307711115, 10-11�309311091, 11-12-�178I1092, 12-13=426711072, 74—1964f748 BOT CHORD 1.20=261491,19.2(1=9972734,18.19=7532430,17-18=7532430,16.17=457M964, 15.16=-5982458,14.15=-5982458,13.14=8842878 WEBS 8-16=3541809, e-16=-689MSI, &14=2551552,11-14=234f303, 7-17=-3431787, 6-17=6471468, 6-19=2131431, 4-19=179269, 3-20=28261938 NOTES- 1) Unbalanced root live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42pst; BCOL=S.Opsf; "5fK Cat 11; Exp C; End, GCpi--0.16; MWFRS (envelope); lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) A9 plates are WUO plates unless othenuise indicated. 5) This truss has been designed for a 10.0Ind bottom chord We load noncomtremwith any other five loads. 6) Provide mechanical connection (ry others) of truss to beating plate capable of withstanding 100 lb uplift at)oint(s) e=W (per) 20=596. 13=557. LOAD CASES) Standard ff PE 70051 \ XA`I'f}�� //,/�//SS�ONA i 1 0C-j N JOI) I rugs Type Ryan Homes 18336 ITruss A38 HP 1 1 Job Referenda (opffumA SmMmn Tram. FL M9 .R, 34951 - - Run fi230s OR212ale Pnnt a230e0[1212p1a MlrtltlNutide; Inc Tue pacts 14:51:N late Paaet IDi2RvGR W a037wfORk01 RzgYlmRuJwpK07aCnre30Xr570�0Ury1 wdiS2NXAFLLShyj 1 580 1 38-0 F2006 32.113 9 I7.1—P O 413 42113 MCI W. Dead load Dell. -5N6 in 50 = 5ce F12 Sx5 = r6 4x5 = 3x5 = 4x6 = 3x5 = 3,0 = 4x6 = 3x5 = 5x9 0 9 atpo�o S�oO� 19.4�-0 1 s�sa I �1 e � F g4soo 4M1&0 040 Plate Offsets 0(.Y)= [70-0-0.0.1-141 [3.0-0-0 0.1.41, 1/:0.5.4,0.281. f20:0812 0.1�1 LOADING(psq SPACING 2.)-0 CSL DEFL In Qw) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.82 Vert(L.L) -025 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.84 Vert(CT) -0.5717-19 >935 180 BCLL 0.0 Rep Stress [nor YES NB 0.55 Hom(CT) 0.15 13 ma n1a BCDL 10.0 Code FBC2017frP12014 Mahb(S Weight 248lb FT=2CPA LUMBER - TOP CHORD 2x4 SP No.2-Except• TS: 2x4 SP M 31 BOT CHORD 2x4 SP M 31'Fxcept• 82: 2x4SP Not WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 34i-2 BRACING - TOP CHORD Structural wood sheathing direely applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6810 od bracing. WEBS 1 Row at midpt 6-17, 7-16, 9-16, 3-20 REACTIONS. (size) 1"echamcal, 20=D-9.0 (min. 0-1-8) Max Hoiz20=152(LC 10) Max Up8813=540Q.0 9), 20=579(LC 8) Max Grav13=1639(LC 1). 20=1740(LC 1) FORCES. (lb) - Max. Cemp.Mla L Ten. -A0 forces 250 Qb) or less exceptwhen shown. TOP CHORD 1-2--480,7, 2-3=4401BB, 3-4�300511025, 4-5=29351930, 5-6=28981944, 6-7=2385!/91, 7-8=21149fl71, 8.9?23911/95, 940=2990I990. 10.11=-3D341978, 1142---3165f1(F7D,12-13=3246/1052 BOT CHORD 1-20=11f419, 19-20=97412696, 18-19=797=9,17-18=797f2579,16.17=499M140, 1&16=-6SW609, 14-15=45532609,13-14=87312854 WEBS 6-19=251347, 6.17=.6071398, 7-17=1861563, 8-16=1381571, 9-16=6441407. 9-14=78f424,11-14=1631254.3-20=2701/939 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3•second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0psf; h=15$ Cat 11; Exp C; End., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 psf bottom clam live load nonconarrentvdth any other live loads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (bry others) of truss to bearing plate capable of viMstanding 100 lb uplift atjoint(s) except Qt=lb)13=540. 20=579. LOAD CASE(S) Standard ' cuss nra YPe Y Homes PerAX Itip 1 1 • Job Reference o SalYllem T1169.RPIEI®, F1,39951 RY29.T.1090Lt31 Zela Yl�lC rr7:1w4UGr3l aa10 bLleY IaG NG rr0V 1n16al:wmg1,3 ID:bRvGRVJa037wtORkOfRzgth1Ru-nSTCXIBtr83V394-7 AzocOv_414 42-2,0 ty_ Tiyl 140, 6-04 78-N 1398 290e 2aS0 32-1612 34Y7 24,9 04W r7-0-0T38i 62-11 62-1t 68e i 6-2-12 i 64-t1 i 2-0+e a8e 5xs= W= s00 12 Dead Load Deft -We in 3x4= 4#= 3X= 3x4= 3_ 514- 4>6 = tea if zaaa 2asa 366, 4180 12.2,0 asa i s+a i sso i � ssa 3� Plate Offsets (AYI-f2:0-0-00.7-741 170.5.720.7-6113'0.800.1-01 180.5-40.2-t)7 f9'0.2.80301 f120400.2-121 LOADING44 SPACING- 24-0 CSL DEFL. in Qoc) Ildeti L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 126 TC 0.74 Ved(LL) -024 16-18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.88 Vert(CT) -0.6416-18 >902 180 BCLL 0.0 Rep Stress lncr YES WB 0.92 Hom(CT) 0.13 12 nfa Na BCDL 10.0 Code FBC2017frP12014 MabxS Weight:2401b Fr=2014 LUMBER- BRACING - TOP CHORD 2X4 SP No2• TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD WEBS REACTIONS (size) 19=•BJ1 (min. 0.7-14),12=o." (mbt 0.1-12) MeX H0rz19=213(LC 8) Max UptiIH9=-S47(LC 8). 12--473(LC 9) Max Grav19=1606(.0 1). 12=1504(LC 1) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 Qb) or less exceptwhen shown. TOP CHORD 1-2--45110, 2-0=408f78, 3-4=27241849, 45=26291867, 5.6=2594IB82, 6.7=206WOB, 7-8=1838f685, 8.9=18551WB, 9-10=19301614 BOT CHORD 149-1390, 18.19=,98312447,17-18=77812271, 16.17=778I2271, 1546=42111744, 14-15=421/1744,13-14=ZC711865,12-13=412J1277 WEBS 3.19=24661870, 6.18=58I370, 6.16=806/397, 7-16=98/480, 8.16=151/306, 8-14=95f361, 9-14=2281259, 9-13=295N68,10.13= W624,10.12=18951620 Structural mod sheathing directly applied or 24l-7 oc puffins, except end verOnls. Rigid calling directly applied or2-2.0 oe bracing. 1 Row at midpt 0.18, 8-16, 944 NOTES- 1) Unbalanced roof five loads have been considered forthfs design. 2) Wind: ASCE7-10; Vult=160mph (3aecond gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=1511; Cat II; Exp C; End. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtentwith any other rive loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)1G=547, 12,--473. LOAD CASE(S) Standard \��►I I11I1�//�� PE 70051 �1 �OT 0 -1 S�aNAL O�Gxlz�\\ I russ Nay yp0 mass Le i831B A4 HP 1 i Job Refewoe Lopilonaft �3 ,,,ua,r�.ti,o.....acua, r,uh urwa RVJa Lela 10R nlw a Vm31 U-F1 aar"999 ImKh are Tib �ee161451:992. Papal IDdzR2GRVJa037vdORk012.13 Ru-FIOa139gjS9NII0iDCXhCLpZJd�s49Y1g7UmSXZy7ryh 6:f3 12-&70 1S4p 2340 2a80 31-213 39317 4 2-5 653 • E bd0 540 5613 56/3 &2b 040 5.00(♦2 Sn 2x4 II 5x7 = Dead Load Dell. -114 in 13 5h8= 2b 79 18 17 18 15 14 6ffi II 4X5 = 3X5 — 4x8 = Us = 3x8 = 3X5 = 315 = 4x8 = two t au an a�w I 1a�to 1 s9n '1i ICI 5nsaa �se.o 044 Plate Offsets MY]— [1:0-1-B.Edgel [1:04A(130). [8.0- 4.0-241. [8:04-4 0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in 0M) Udeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.56 Vert(LL) 0.27 17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.99 Ven(CT) _a 5314-16 >999 180 BCLL 0.0 Rep Stress Ina YES VdB 0.77 Horz(CT) 0.19 13 nha Na BCDL 10.0 Code FBC2017ITP12014 Matnx-S %Wght2611b FT=20% LUMBER - TOP CHORD 2X4 SP No2-Except• T5: 2x4 SP M 31 BOT CHORD 2x4 SP 1,102-ExceW B1: 2x4 SP M 31 WEBS 2X4 SP No.3 SLIDER Left 2x8 SP No.234Y9. Right 2x4 SP No.33-1-13 REACTIONS. (size) 1--0." (min. 0-1-8), 13=Merhankal Max Horz1=137(LC 9) Max UPMI=-537(LC 8),13=530(LC 9) Max Grav1=1677(LC 1), 13=1677(LC 1) BRACMG- TOP CHORD Structural woad sheathing directly applied or 2-9.4 ob pudins. BOT CHORD Rlg)d ceSmg alkediy applied or2 2-0 an bracing. FORCES. pb)-Max. CompJNlac Ten. -AB forces 250(lb) or less except when shown. TOP CHORD 1-2-361511147, 23=3558I1160, 3-0—"379/1(131, 45=3319I1041, 5-6i=26781921, 6.7=2541/946. 7-8=25411940. 84=2642/910, 9-10=-30g81881, 10.11=31551971, 11-12=324311044,12-13-3319/1033 BOT CHORD 1-20=112313262, 19-20=-B63/2899, 18-18=46312899, 17-18=61 V2420. 16-17=-597/2386,16-16=75212777,14-15=7522777,13-14=852/2912 WEBS 3.20=25B1283, 5-20=85/456, 518=652J391, 6.18=189158S, 6-17=131/386. 7-17=-321241, 8-17=149/433, 8.16=173/526, 9-16=555f359, 9-14-561331 NOTES. 1) Unbalanced roof We foods have been considered for this design. 2) Wind: ASCE 7-10; VW1--160mph (3-second gust) Vasd=124mph; TCDL=4.2W,, BCDL=S.Opst h=15% Cat 11; Fxp C; End., GCpl=D.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This loos has been designed for a 10.0 psf bottom chord five load nonconalment with any other the loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding Ica lb uplift atjo)nt(s) except (lt4b)1=537, 13=530. LOAD CASE(S) Standard Joe fr=s Two Ryan HM" 7813-9 AIe lury IFIY F6P 7 7 Jab Referent9 (optional), aOeNeIn TA=5, FL FOM FL.3 I Rum 6.23060�21201a Pant 8,2:103 W212mBE5TCKab 1IIC. TWe 1e 14:51i173a19 t IDttRvMda037wfORkOlRzgzWnRujUayyPASUrtUOwT FCRH6ldF74td pD8NR37y ryg 6S3 12.810 1aeU 2340 2880 3634 41Se 4y2p 1 Bb3 1�96—I b98 I 64-0 1 540 I �)�� 62-12 �8b Dead Load Deb.=3118 in 6A0 12 2x411 5a= 3x5 = 3x4 = 4xe = 30 = 3x8 = 3A = 3x4 = 3tq = 2xe 11 14-0 1 taao 1Mimi w 1 WIM oba Plate Offset& (X.Y)- 11:0-.10.03-01. 18:0- 4.0-2-81 I8:0-5-4.0-2-81 f11:Fdpe,0381, f12:Od-0.0-1481 LOADING(psp SPACING- 2-0-0 CSL DEFL. "m Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.54 Vdt(LL) 02016.18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.69 Vert(CT) -OAO 16-18 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.78 Hom(CT) 0.12 11 Na We BCDL 10.0 Code FBC2017nP12014 MatrixS VMght252lb FT=20% LUMBER - TOP CHORD 2x4 SP NO2 SOT CHORD 2x4 SP NO.R *b=PY B1: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP NO2 3-0-9 REACTIONS. (size) 1=0-6.0 (min. 0.1.8). 11=048.0 (min. 0.1-13) Max Heat=198(LC 8) Max Upidt1�506(LC 8). 11=461(LC 9) Max Grav1=1542(LC 1), 11--1542(LC 1) FORCES. (Ib) -Max. CompdMax. Ten. -A0 forces 250 (lb) a less exc BOTCHORD 1-18=1115119E 14-15=,5191187 WEBS 3-18=2651288, 8-15=1811554, BRACING- TOPCHORD BOTCHORD WEBS 7-16=3191239, Structural waM shea0ring dtredly applied or 2-11-15 oc pudins, except end verticals, Rigid ceiling directly applied a S.&O oe bracing. 1 Row at midpt 6.15, 943 NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7-10; Vutt-160mph (3-second gust) Vasd=124mph; TCDL=42psF BCDL=5.0psf, h=151; Cat II; E1g C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvlde adequate drainage to preventwater pending. 4) This truss has peen designed fora 10.0 psf bottom chord live load noncon tmentwith any other live loads 5) Provide mechanical connection (ry others) of truss to hearing plate capable of withstanding 100 lb uplift atjoim(s) except lit=lb)1=506, 11=481. LOAD CASE(S) Standard PE 70051 r r---,� 1t il47i�� /ON1 �1�NG\\\`�� JIM ruse IruSSTWe Ryan Homes 1e31-B AS {6p 1 t Job Referenm (optional) tiOemCR1 T1uSx,RPlCrW, R,34951 RY2623060G212a1e RxlCfl2ia 90p212a16Ea7ek1 Inc Tue aec 16 14:StA7 Zola 1 ID:frRvGRVJa037w10Rk01RzgYlmRu4UayyPASUnUDwT OmFCRH6ERFz.uilpDSWl3Ty ryg 1d4 Sao 8344 1ti00 234-0 30a0 964A 01 5L0 4560 I 33-74 1 7S2 ~ 7M1 I 740 1 74-0 1 01IM2 f b2 8 5.00 12 5A_ 2x411 5A= 6 7 0 Dead Load Deft. =1N in 19 18 17 18 " 14 13 616 11 415= 2x411 5h5= are= 3x5= 2r411 54 \\ 4t5 = 1d 0 i-0a 6514 W, ZS40 30a0 aa44 �504 4tia0 att•u 1 73z 1 �1 1'�ao � 94�� a-t�de� Plate Offsets (%.YI— 12:0" 04-141.13:0-8-0 0.141 16:0.S12.o-2-81. I8:05.12.0.2-81. r17:030 0.3-41. f19:OS12.0.1.41 LOADING(psl) SPACING- 240.0 CSI. DEFL in poc) Bdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.81 Vert(LL) 028 16 >999 240 MT20 2441190 TCOL 7.0 Lumber DOL 125 Be 0.83 Vert(CT) .0.5114-16 >9g9 180 BCLL 0.0 Rep Stress Ina YES WB 0.99 ROM(CI) 0.18 12 We Na BCDL 1010 Code FBC2017rTP12014 MabbrS Weight 243111 FT=20% LUMBER. TOP CHORD 2x4 SP M 31 AaoepY T3: 2x4 SP No.2. BOT CHORD 2z4 SP No2.'ExcepY B1: 2x4 SP M 31 WEBS 2r4 SP N0.3 SLIDER Right 2x4 SP N0.34-1-7 REACTIONS. (size) 12=Merhwd a1, 19=0-8.0 (min. 0-1.8) Max Horz19=122(LC 9) Max UPM2- 501(LC 9). 19=539(LC 6) Max Gravl2=1639(LC 1), 19=1740(LC 1) BRACING - TOP CHORD Structural wood sheathing direr y applied. BOTCHORD Rigid ceiling directly applied or 6-4-8 oe bracing. 1NEB.S IRaw at midpt. 4-17,10-14 FORCES. (lb) -Max. CompJMax Ten., Ali forces 250 gb) or less exceptwhen shown. TOP CHORD 1-2- W1100, 2.9=4981173, 3-0�30521986, 45=2692M28, 55=26351951, 6-7=275411067, 7-8=2754N067, 8-9=266MI52, 9.10=27331941, 10.11=319511024, 11-12=-3288%003 SOT CHORD 149=921466, 18-19 84612750, 17-18=A46R750,16-17=68212438,15-16=-M/2463, 14-15---6862463,13-14- 8 6@895,12-13=4MMS95 WEBS 4-18=O25,%4-17=38il324, 6.17=-621418, 6-16=1991588, 7-16=4351332, B-16=189/557, 8-14=-88f449, 10.14=5101359, 1043=0/310, 3-19=26431827 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3•second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Dpst, h=1511; Cat It; Exp C; End., GCpf--0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=L60 3) Provide adequate drainage to prevent water pondmg. 4) This truss has been designed for a 10.0 pat bo8om chord We load wriconcument with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide medianieal connection (by others) of truss to beating plate capable of Withstanding 100111 up0ftatjamils) except (p=lb)12=501, 19-539. LOAD CASE(S) Standard job Innis we CRY M Ryanki=M 18138 ITTUSS A59 Hip 7 7 Job Reference o 'on $oNmm� n¢a,RPlwoe. R.a4S51 Wac62i0s 212018 Prvb:8230e 21 usales Inc Tire Deel '4e ,8 Peaet ID:hRvGRWa037wfORkOlRzgz7mRo-BgeK91MF3R4Y IM(Yk90EePael(fa6fzSOF2bSy7gd '7r- —a —I 4 I 41T143gF314 1 3.. 2 dI 740 b74 S422A o6a 5.eo I2 sxa = 2x4 a 5x7= 7 e Dead Load DeI= 3M8 in 3r3 = 2x1 11 5x6 = 3xa = 3x5 = 3A = 3x6 =. 2x6 11 14 1d11 S111 16aa 2140 3P8a 3934 /1.8U 4z-2,o a� eti-u 1 �1 74a 1—pia i ea1 Plate Offsets (XY)-12'0AA0-1-14113.0-8-00-141 I8'O:s72,0-2-01 f8'0.5-40.2481 f12'0-2-120-1-811f16'03-003-01 M&G-5-120.2AI LOADING(psi) SPACING- 24A CSL DEFL- in poc) Mail Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,78 Vwt(LL) 02116-17 >999 240 AMD 244/190 TCDL 7.0 Lumber DOL 126 BC 0.73 Ved9n -0.42 16-17 >999 180 BCLL 0.0 Rep Stress Ina YES 1,118 0.89 Hom(CT) 0.11 11 Na Na BCDL 10.0 Code FBC2017RP,2014 Matrix-S UVeight 237 lb FT = 200A LUMBER - TOP CHORD 2x4 SP No2" Except' T2: 2x4 SP M 31 BOT CHORD 2x4 SP No2^ExceW Bt: 2x4 SP M 31 WEBS 2z4 SP N0.3 BRACING- TOPCHORD Sbucuraiwood sheathing directly applied, exoeptendver5cols. BOT CHORD Rigid celfing directly applied or731 oc bracing. WEBS 1 Row at mldpt 4-16 REACTIONS. (size) 11="-0 (min. 0.1-12),18=D-M (min.0-1-8) Max Horz18=183(LC e) Max Upliftl1=-472(LC 4),18=509(LC B) Max Gmv11=1504(LC 1). 18=1606(LC 1) FORCES. (lb)-Mex.Comp./Max.Ten.-Agfo 250(tb)wkssexceptvdhenshown. TOP CHORD 1-2--487178, 2.3=4701147, 3-4=27541891, 45=23721827, 5A=2315I049,' 6-7=23151928, 7.8=2315/928, 8-9=2080/T70, 9-10=19481843,10.11=1446/495 BOT CHORD 14 8=717428,17-18=8452483,16-17=4452483,15-16=-6602143,14-15-567/1863, 13-14=567/1863,12-13=-54511747 WEBS 4-17=0258, 4-16=t001327, 6-16=4M426, 6-15>137/405, 7-15=4471337, 8.15=-256/714, 9-13=-=90, 9-12=470244, 10-12-9WI1785, 3-18=-23787752 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.0psF h=15% Cat II; Fxp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater pondmg. 4) This truss has been designed for a 10.0 ps1 bottom chord live load nonconeunerdwith any othai'rve loads. 5) Provide mechanical connection (by others) oltruss to bearing plate capable of withstanding 100 to uplift atjoim(s) except at=lb) 11=4723 18=509. LOAD CASE(S) Standard �. �CEN-51_ j PE 76005�1 _ _ r t ii�A Job Truss TrussType yen es 18333 AS Hip 2 1 'qppD Job Reference N SWraPJn irass,F1 P=rxe. FL, 34851 nun: efwatun<a�a nmc a.cwawc, a,om„ar. u,auav¢a, inc IDfiiRvCRWa037wfORkOlRzgt7mRu-gWN5Bi0NbBnOotgFvy5BeK2eh11AcO6hS767u rye 1 M 500 �7-7-0�2 I t400 I i&its F 2887 32A0 1 396d 1 45-0-0 458A I 2-7-12 641 ills 88�— 5116 B-04 loll-72 0$e 5x5 = 4x5= 2A 11 US=415 3X5- 4r6= 3x8= 5x8 \\ 2x4 ll Dead Load DeB,-5116 in ua 'QQ aaii i 1 e o 1 sew 1 1 iii�d-eb Plate Offsets 0(,YH 11'0.1-6Edgel I2'0s-00-1-14113'0-6-00-14102:04.40-0-51(20:0-5-120-1-121 LOADING(Pst) SPACING- 2-0-0 CSI. DEFL in (lac) 8de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.65 Vwt(LL) 0.30 16 " 240 MT20 2441190 TCDL 7.0 Lumber OOL 125 SC 0.87 Vert(GT) -0.5714-16 "28 180 BCLL 0.0 Rep Suess Ina YES MIS 0.99 Hom(CT) 0.17 12 Na Na BCDL 10.0 Code FBC2017frP12014 MatrrcS Weighb243lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31"Except' T2,T3: 2x4 SP No2 BOT CHORD 2x4 SP M 3t'Except' B3:2x4 SP NO2 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No23-e-15 REACTIONS. (size) 12=041.0 (min. 04-15), 20=0A-0 (min.0-1.8) Max Hom20=107(LC 10) Max UpfiM2=621(LC 4), 20=.5i8(LC 5) Max Gmvl2=1639(LC 1), 20=1740(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc puffins. BOT CHORD Rigid caMng directly applied or5-105 oc bracing. WEBS 1Row at midpt 6-18,8-14 FORCES. (lb) -Max. Comp.lMmr. Ten. -All forces 250(lb) or less exceptwhen shown. TOP CHORD 1-2---0871103, 2-3=-081H65, 3-0=3020N032, 45=281411027, 5-6=25751993, (1-7=309(l111 S9, 7.8=3090I1189, 8-9=281411006, 9-10=285911043, 10-11�319911078, 11-12-3211211066 BOT CHORD 1-20r-951436, 19-20=85212715,18.19=-852t2715,17-18=1004Y3028,16-17=100413028, 15-16=100713043,14-15=1007/3043, 13-14=89912866,12-13=-898/2886 WEBS 4-18=2011254, 5-18=1907718, B-18=75=21, 8-14=7301309, 9-14=1ggf744, 10-14=3421293, 3.20=26371872 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wnd: ASCE 7-1tr Vui1=160mph (&second gust) Vasd=124mph; TCDL=4.2psf BCDL=S.Opsf, h=15tf Cat II; Exp C; End., GCpi=0A8; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater pondng. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads. 5) Provide mechanical connecton (by others) of truss to bearing plate capable ofwMisfending 100lb uplift atjoint(s) except at=4b)12-521, 20=548. LOAD CASE(S) Standard \\\0\11 NI IBt /�////i �CENSF.`��i�i f PE 70051 0 F-1 �jN. j10�< -- Gx� N //i, 11aNA 110 Job Inns toss ype yan ones 1833-B A7 Wp 2 t Job Refererxxt to 'onan Sw45an msv, Piaa,R,sdsSt ^ IDtf,GRVJ.Q37wfORkOIRzgYtmRuA3G5aRCLnNmrKJ RNma\ MnpSzs585Fa6kg9KY 1b 831d 1240 747d %12 368-0 40Q4 45-De 45$0 ,1 582 1 7-7A�11 bdi I 411�t2 8b 5,7 = 2x4 ll 3x6 = 3x5 = 5x8 = 5A0112 „ 14 4x.5 = 2x4 11 3x5 = 4xS 3X — 3x5 — 4x6 = 3x5 — 2x4 II Dead two Delf.=5116 m 1+ 14141:j1-u t1,4 1260 t47� 27412 d4aO 4a-01 454-0 469A 1431 5�1�-r: I sse I 5=ra —I 5T—I 4•n-iz dab oda Plate Offsets (XY)— 11:03.2,03-01. H:0-1-0 Edce1. 14:0-54.0-2.121. (8:0.542 0.2-e1. r11:04.4.0.0.51 116:a2.8 0.1-e1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) OAl 15-16 >90 240 W20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.94 Vert(CT) -0.6915-16 >784 180 BCLL 0.0 Rep Strew Ina YES WS 0.70 Hom(C) 023 11 Na nfa BCOL 10.0 Code FBC2017ITP12014 Mitax-6 Weight245lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31-Except' T1: 2x4 SP NO2. SOT CHORD 2x4 SP No2- WESS 2x4 SP No.3 SLIDER ' Left 2x6 SP No2 2-11-15. Right 2x6 SP No.2 3.0.7 REACTIONS. (sae) 1=0-8-0 (min. 0.2-0), 11=D3.0 (min. 0-2-0) Max Ho=1=92(LC 8) Max Uplih1=.555(LC 5), 1"59(LC 4) Max Gmvl=1677(LC 1), 11=1677(LC 1) BRACING - TOP CHORD Structural wood sheathing ddectly applied or 2-2-0 ac pudms. BOT CHORD Rigid ceiling directly applied or 2-2-0 oe bradng. WEBS 1 Raw at midpt 7-16 FORCES. Qb)-Max. CompJMax Ten. -AV forces 250 (1b) a lass except when shown. TOP CHORD 14-365611235, 2-4--360111248, 34=-0216M796, 4.5=375311498, 5-6--375311498, 6-7=-V&V1498, 7.8=-371411485, 8.9=307711167, 9-10=326411145, 10-11=333811135 BOT CHORD 1-19=1088I3297,18.19=108813297,17-18=95712926,16-17=95712928, 15.16=130213714,14-15=919f2819, 13-14=-919M9, 12-13=982f2928, 11-12-98212928 WEBS 3-18�425MS, 4-18=-5=97, 4-16=43511111, 5-16=1311324, 7-15=.SD2/332, e-15=46111179, 8-13=-341310 NOTES- 1) Unbalanced roof We loads have been considered for this 2) Wind: ASCE 7-1g; VuIY-160mph (3-second gust) Vas&=1 This truss has 11=559. LOAD CASE(S) Standard TCDL=4.2psf, BCDL=5.Opst; h--150; Cat 11; Exp C; End., GCpi-0.18; other five loads. 1100 to uplift atJoint(s) except QM- )1=555, �\\kl1 I I I I///,// �p3A QJ�i \CENSF_- <' r r f PE 76005�1 _ t off ; �SjT„a'at e� ,J ` i o : R' d�'� .rJ i� T •,zORID : �� /�i/SS ONA 1 N\\ nss .fuss ype RYan Hmnes ,sate Ae HQt Job Reference o " gtlMm runs, Ft Pisms, FL. 31951 RUIC B.Z30e pY212a1a sYAoa Or4212g18 Mf ek lMeauiw, No. Tua Q`i 1814:5f� 12me Papal ID:t7RvGRVJa037wfORkO1Rz0Y1mRueFgronDzr�saB?5HN W'Kga9Al2M n . 5344 100-0 16b14 2340 2s-112 35" 41.4-2 460e 46$0 1 53•f4 i ba2 F - 4 ~ e-AZ ~ 8-7-2 i aS14 f 482 I 47-14 680 Dead Load DefL=3181n SAO 12 SO= 2N 11 319= 3x6= 20 11 5Y7= 4 5 6 y 8, 9 W Wwo A I 5x9= 19 1817 16 1514 13 5,®= 4x@ = 3x5 = 418 = 2x4 11 3a = 3X5 = 4x5 3's= 4,6= 4eag a-aa 1a4p MIN T540 29142 3ssg 4580 444A soo I F 6-72 i 6]2 i eau H sae oao Plate Offsets (X Y)- rl:G 3 2,03-01 [1:0-1-6Edge) 14:&54 0-2-12) [9:0-5-4 0-2-12) [120-3-2.03A1 112--1311 Edge] [15:0-1-80-1.81 [17:0.3-0 0.1-1 LOADING(psf) SPACING- 2-M CSL DEFL m OW) War Lid PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.57 Vert(LL) 0.50 16 >O99 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.47 Vert(CT) -0.8016-17 >690 180 BCLL 0.0 Rep Stress lna YES WB 0.71 HOM(CT) 020 12 Na We BCDL 10.0 . Code FBC2017/TPI2014 MatrbcS l ight:2421b FT=20% LUMBER - TOP CHORD 2x4 SPN02 •ExeepY T2,73:2x4 SP M 31 BOT CHORD 2M SPM 31* WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No2 252, Right 2x6 SP N0.22S2 REACTIONS. (size) 1=0-" (min. 0-13),12=8-0 (min. 0-13) Max Hoa1=76(LC 10) Max UpHfH-589(LC 5), 12= 589(LC 4) Max Gmv1=1702(LC 1), 12=1702(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or2 7-6 oc pudins. BOT CHORD Rigid casing directly applied or 5-11-4 co bracing. FORCES. Ob) -Max. CompAAax Ten. -All fmces 250 (Of) or lm mmptwhen shown. TOP CHORD 1-2-3684a1368, 2-3--362611375, 34=3435/1291, 45=-432311750, &6=7323/1750, 6-7=4323H750,7-8-432311750,8.9=432311750,9-10=-3435H291, 10-11=-3626/1375, 11-12 3684/1368 BOT CHORD 1-19=120&G314,18-19=107113147,17-18=107113147,16-17=1745/4701, 15.16=174514701,14.15=106913147,1314=1069/3147, 12-13=120313314 WEBS 3-19=197284, 4-19=20)373, 4-17=-625/1471, 5.17�385in2, 6.17=-5221177, 6-16=OrM, 6-15=-522/177, 8-15=385292, 9-15=625H471, 9-13=201373, 10.13=197/284 NOTES- 1) Unbalanced roof five loads have 2) Wind: ASCE 7-10; Vuh=160mph h=151k Cat II; Fxp C; End., GCp".18; 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconanentwith any other live bads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except gt4b)1=589, 12=589. LOAD CASE(S) Standard im N55 Irumlype RymH es 1833-0 AM HP Girder 7 Job Refemxe d 'Deal owumn,ry .n. rxu ram. areal nut-lws �aai �u�a rm¢-swarxanaiax-�exm me qua uee�e,larar ae,-r ID7zRvGRVJa037wfORid)1Rz9Y7mRirOgVbOoF mg Dg4NuS530f1wiagk8p5Y ryZ 43-14 BOO 742-t0 2039 Ali 7 3259 34$d 42-0-2 46" 46&0 -aT4 I saz B2no 1 W4 1— 6at4 W4 1 68-1d 1 3a-2 417aT- esa ii, 5.0012 • 5xs= 4 2x4 If 3x8 = 4x6 = 2x4 It 3x5 = me= 22 23 5 1 24 25 6 26 7 27 8 26 29 -30 9 31 32 10 Dead lead Dell. -One in � ��I �� `I� r- 1 y Sx0 = 21 33 34 20 19 35 78 36 31 38 t7 39 16 15 40 41 14 5xa = 4ffi = 3x5 = 4x12 Mr20HS= 2x4 II 3x8 = 3x6 = 3x5 = 4x6 = 416 = 4xl0 Mf20HS= o4a Piste Offsets O(.Y)- I1:0-3-2.03-01. il:0-0-14.Ed9el.14:OS12.0.2-q [7.'O-".Edgel. f10:0.S12.0.2-81.I73:0320.3A7. fl3:133.Edgej I75:0.280.1A1. f20:0-Z-8.0-1-121 LOADING(pso SPACING- 2-0-0 CSL DEFL in poc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.65 Vert(U) 0.87 17-18 >634 240 MT20 2441190 TCOL 7.0 Lumber DOL 125 BC 0.69 Vert(Gn -1.2317-18 >450 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.79 Hwz(CT) 0.25 13 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matr(x-s Weight4771b FT=20% LUMBER - TOP CHORD 2x4 SP No2-Except- T2,73: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP N0.3 SLIDER left 2x6 SP No2140-10, Right 2x6 SP No21.10-10 REACTIONS. (size) 1=0-6-0 (min. 0-1-8). 13=0-8-0 (min. 0.1-8) Max Hoa1=61(LC 8) Max Uprifh1 1529(LC 5). 13=1529(LC 4) Max Gwl=3347(LC 1). 13=3347(LC 1) FORCES. (m) -Max. CGMPJMatc Ten. -All forces 250 pb) a less exceptvdren shown. TOPCHORD 1-2-753213534.23=-748013538.34=7626/3628.4-22-1065215138. BRACWG- TOP CHORD Structural wood sheathing directly applied or 3-SAS do pudins. BOT CHORD Rigid calling dime applied or 6-11-15 oc bracing. BOTCHORD 1-21=3166/6784,2133=4126W051, 3334=-3266/7051, 2044=3266f7051, 19-20=S673/12464,1945=-W3/12454,1845=-5873H2454,1846=5873112454, 3837-r873112454, 3738=5873/12454,17-38-5973/12454,1739=5016/1D653, 1039=�5016/10653,15-16=-5016/10663,1540=-326317051, 40-41�3263/7051, 1441-7263l/051,13-14=316316784 WEBS 3-21=228/473, 4-21=01614, 4-20=199214139, 5-20=6741596, 6-20=20981982, 648=01523, 8-17=-693/610, 9-17=9762094, 9.15=169311073, 10.15=199514140, 10-14=01514, 11-14=228/474 NOTES- 1) 2-py truss to be connected together with 10d (0.131INT) nalls as follows: Top chords connected asfotiows: 2x4 -1 rawat 0.7-0 oc Bottom fiords connected as follows: 2x4-1 raw at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) AO loads are considered equally applied to all piles, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless othenuise indicated. 3) Unbalanced mot five loads have been considered for this design. 20 h; TCDL=42pBCDL=S.Ops1, IF151k Cat If; Exp C; Fnd, GCpk0.18; Ptlelope)Lmer dDOL=16 5) adequate prey eng. 6) AD plates are MT20 plates unless othervige Indicated. -Z� ��•WW'NJ,GENS�W."`rT��i 7) This truss has been designed fa a 10.0 psf bottom chord live load nonconcume d with any other rive loads 8) 13=1529mechanical connection (try others) oftruss fo heading plate capable of withstanding 1001b upGRatjoiMl� (s) except (it--Ib)1 7 PE 0051 1. Continued on page 2 sue[a ' ruse I nas lype was Homes 18338 ,t46 Hip Girder 1 2 Job Reference o Sbuliaxa Tim, FL P .FL, 34951 Ma[d2]Os 21201aRIiG adG212ar8 lek Ine Twena0181431:51Xn8 2 ID'hRvGRWa037wfORkO1Rz9Y1mRu OgVOOoFmorrvCDD`U1'ImgOg4NuS530(lwicgldg5 ryZ NOTES 9) Hanget(s) orother connection device(s) sha0 be provided suWentto support concentrated loads) 222lb down and 2791b up at 84)-0,107lb down and 1501b up at 10-0A2, 107lb down end 1501b up at 120-12,1071E down and 150 0t up at 1441.12, 10711adown and 150 lb up at 16612, 107 ib dawn and 1501b up at 184l-12,107 lb down and 150 Ib up at 20-0.12,107 m doWn and 150 m up at 22.0-12,10781 dawn and 150Ib up at 23-".107.Ib down and 150 m up at 24-7-0,1071b down and 150lb up at 267.4,1071b dawn and 150Ib up at 267.4,107lb dawn and 1501b upat 30-7d,1071b dawn and 1501b up at 32 7-4,107 @ clown and 150 @ up at 34-7-4, and 107 @ down and 160lb up at 35-7-4. and 222lb down and 2791b up at 3841-0 on top dwN; and 267.to down and 1181b up at 8-0-0, 80 lb down at 10�12, 80 @ down at 12-0.12, 80 lb, down at 14412, 80 Ib down at 160-12, 80lb down at 18-0-12, 801b dawn at 20b12, 80 @ dam at 220.12, 801b dwn at 234-0, 80 Ib down at 24-7-0, 801b down al 267-0, 80 Iti down at 28-7-4, 80 81 dam at 30.74, 801b down at 32 7-0, 801b down at 347-0, and801b down at 367-4, and 287lb dawn and 116 m up at 38-74 on bottom chord. The design/adectlon of such mnrretllon device(s) is the responsbTdy of others. LOAD CASE(S)Standard 1) Dead +Root Live (balanced): Lumber Increase--125, Plate Increase=125 Uniform Loads (pit) Vert 14=64, 4-10=-54, 10.13=54,1-13=20 Concentrated Loads ((1) Vert 4=175(F) 10=175(F)19--M(F) 21=267(F) 20=54(F) 5=107(Fj 6=107(F)18=54(F) 8=107(F) 17=-54(F) 9k107(h) 15=54(F) 14=267(F) 18=-54(F) 22=107(F) 23=107(F) 24=107(F) 25=107(F) 26=107(F) 27=107(F) 28=107(F) 29=107(Fj 30=107(F) 31=107(F) 32=107(F) 33' &I(F) 34= 51(F) 35=,'4(F) 36=54(F) 37=54(F) 38=54(F) 39=.S4(F) 40--54(F) 41=54(F) PE 713051 -r—� 1 \N //��sS� NAL 1t0G? . Ns9 rusa; lype Ply Rymr Homes 18336 A10 Heft lrry lay I 1 'anal Job Referoroa o amm,m� �nas. n rcm, n-. wsse Dead load Dell. -341 in 5x7 = 2x4 11 axe =3x6 = 2x4 11 34 = 4x9 = U4 11 5.0012 4 5 6 7 6 9 10 11 p�'!- om m e: 5x8 = 19 to 17 18 15 14 13 12 4x5 = 3x5 = 415= 2x4 II 3x9 = 2x4 II 5's = 3x8 = 4x8 M120HS= 1-0-0 10-041 17-2-10 7A-39 31.47 38-58 450U 4� enn 1 tn 1 7nu I W-1 E— zafe t 84r-10 Oba Plate Offsets MY)-- ft•032.03.01 m e: 5x8 = 19 to 17 18 15 14 13 12 4x5 = 3x5 = 415= 2x4 II 3x9 = 2x4 II 5's = 3x8 = 4x8 M120HS= 1-0-0 10-041 17-2-10 7A-39 31.47 38-58 450U 4� enn 1 tn 1 7nu I W-1 E— zafe t 84r-10 Oba Plate Offsets MY)-- ft•032.03.01 11.04a Edae1 14:044 0-2121 f10:0.2-40.1 121 172:0.2-8 0.2121 f14 0.1 12,0.1.81 117:03-00.1.81 --- - LOADING(PA SPACING- 2-D0 CSI. OEFL- In (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.50 16 >999 240 MF20 2441190 TCDL 7.0 LumbWDOL 125 BC 0.47 Vert(CT) -0.791SA7 >688 180 MT20HS 1871143 BCLL 0.0 Rep Stress[nor YES WB 0.90 Horz(CT1 0.18 12 tda n/2 BCDL 10.0 Code FBC2017frP12014 MabaS Weight2441b FT=20°A LUMBER- BRACING - TOP CHORD 20 SP NO2PBUmpt' TOP CHORD T2:2x4 SP M 31 BOT CHORD 20 SP M 31 BOT CHORD WEBS WSP No.3 WEBS SLIDER Left 2x6 SP No.22.5-2 REACTIONS. (size) 1=0-8.0 (min. 0-"), 12-Mechanical Max H=1=208(LC 8) Max Up0M=583(LC 6), 12=694(LC 5) Max Gmvl=1672(LC 1), 12=1672(LC 1) FORCES. (m)-Max. CmnpJMax. Ten. -All toms 260(ib) or less except when shown. TOP CHORD 1-27-3810/1352, 2-3=3553M360, 34=4W3ft2T7, 45--426611753, 5.6=-0266/1753, 6-7�3918M620,7A= 3918H620, 8.9=-3918I1620, 9-10---3918I162A BOTCHORD 14 9=134313248,18-19=1211/3081,17-18=1211I3081,16-17--ISM4536, 15-16=186814536,14.15=1868/4538,13-14=10152449,12-13=10152449 WEBS 3-19=192283, 4-19=191378, 4-17=82911371, 5.17=4031310, &17=3141138, 6-16=0293, &14=719288, 8-14=371282, 10.14=705/1711, 10.13=01308, 10-12>281311165 NOTES- 1)Vymd:ASCE7-1&,W8=160mph(3- nd gust)Vasil=124mph;TCDL=4.2psf; BCDL=5.Ops1•, h=150 MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drdmane to oreventwater Dondino. Structural wood sheathing directly applied or 2-2-0oc pulGns, except end vmticals. Rigid ceiling directly applied or 5-8-13 oc bracing. 1 Row at rridpt 6.17,E-14 2 Rows at 113 pis 10-12 Cat 11; Fxp C; End., GCpi=0.1&, live load noncencvmentwbh any other live loads. Refer to girder(s) for truss to buss connections. Provide mechanical connection (by othem) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=Ib)1=583, 12-694. LOAD CASE(S) Standard mas nl5s ype Y Ryan Hmnes in" Al1G HaMpCWc 1 2 .lob Refemnco a ' i' US c 4x5 = ID..tRvGRWeQ37wtORkOIRzgz?MRu-RPBIQgHldlgao701LLLOmiBWYOHQEEL-QHWaXPOy y1N d BO-0 144-6 2074 2 45AS62-12—i6O0—I 1&I 588 —41:83 Dead Load Dell. =12 in 5A012 , 5z8 = 2x411 318= 4)S= 2x411 Axe= Us= 2x411 4 » 23 5 24 — 25 26 6 D 728 8 29 30 31 932 33 Ill34 1W 36 37 4w5 _ —128 i f I 21 39 40 20 Ab 42 18 43 44 45 4617 47 16 48 49 15 5a 51 52 1453 54 55 13 3x5 = 4x10 MMHS= 20 11 3,M = 20 11 4x12 = 3x5 11 3x12 = 4x10 MT20HS= t 40 tbfa sa0 t4i4 A]�I L-'"IU si4.12 993E 45e-0 458A Y��80 �1 649 I— 6312 I 6&11 6b12 ��312 1�88�181 LOADING(p5t) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 7.0 Lumber DOL I 125 BCLL 0.0 Rep Stress Ina NO BCOL 10.0 Code FBC2017rfP@014 LUMBER - TOP CHORD 2x4 SP NO2 -Excepr T2,T3: 2x4 SP M 31 BOT CHORD 2x4SPM 31 WEBS 20 SP No.3 Except• M: 2x4 SP N0.2 SLIDER Left 2x6 SP No21-10.10 REACTIONS (size) 1=0-8.0 (min. 0-1-8), 13-Mechwlcal Max Horz1=167(LC 8) Max Upfifl1=1460(LC 5), 13=1644(LC 5) Max Gmv1=3218(LC 1), 13=3455(LC 1) FORCES. (tb)- Max. CmnpJMax. Ten.- Ali forces 250 Qb) or TOP CHORD 1-2=7229Y3372. 2-3=-7177r3376, 34=7309r. 7-28=1 CSI. DEFL in Qco) Ude0 Ud PLATES GRIP TC 0.71 Vert(Ll) 0.80 17-18 >679 240 MT20 244/190 BC 0.63 Vert(CT) I -1.12 17-18 >485 180 MT20HS 1871143 VIIB 0.92 Horz(CT) 021 13 rda rda Matrix-S Weight4791b FT=20% BRACING- TOPCHORD Stmduralwoodsheathingdkoctlyapoedor3-11-0o pud'ns, except end verticals. BOT CHORD Rigid ceding direcW applied or 7-2-2 oc bracing. BOTCHORD 1-21�314016510, 21-39=-323216759, 3940-323216759, 40-01= 323216759, 20-01=-3232(6759,19.20=-M90/11700, 19-02=5590111700, 42-43--.559wl l700, 1&43--Z590111700, 1"4=5590/11700, 4445.--5590I11700, 45-46=5590111700, 17-46=Z590111700.17-07--4507/9453, 1647=4507r8453, 1648=450719453, 48.49=4507/9453, 1649--450719453,15-50-4507I9453, 5MI=450719453, 51-52=4507/9453.14.52= 4507/8453 WEBS 3-21=214I381, 4-21=01525, 4-20=187613883, 5-20=7041628, &20=17161798, &18=D/495. 6-17=2701156, &17=8701588, 9.17=109412286, 9-15=0/489, NOTES- 1) 2-py buss to be connected togettmw th 10d (0.1319r3') naffs as follows: Top chords connected as follows: 2x4 -1 row at 0-7.0 oG Bottom chords connected as follows: 2x4-1 row at 0$0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oa 2) AO loads are considered equally applied to a0 plies, except Ifnoted as fmi comiections have been provided to distribute only loads noted as () or Q 3) Wind: ASCE 7-tQ Vu1t=160mph (3second gust) Vasd-124mph,. TCDL= plates face In the LOAD CASE(S) section. Ply to py\\ \ -- se ` 'T // psFh=1indicated. Cat 11: Exp C; En4. GCpi--0.1C� � \.\CENS+F�`��i PE 76051 r l J00 Ifuss e,ee ype 1a33B Ai1G Hetrtp Guar 1 2 Job Reference a ' Kum uamc OG2l 2lna Premd 9.Z30a Oel2h 2g1a Ma rn4wsbies, Inc Tue Dee 1a14:515/Zg19Paget IDhftvGRVJeQ3TMORk01Rz¢TmRo-RPBk2gHk8gao701LLL6nH 4DHQEEEOHWixXPOyfryW chard live load nonconcurmtwlth any other the loads. Provide mechanical connection (by others) of Hiss to bearbV plate capable of vdthstanding 10D lb uprdt at)abd(s) ompt at4b)1=1480, 13=1644. Hanger(s) orother mnnedlon devloe(s) shag be provided suftemto supportconcentrated laad(s)1751b dawn and 279 lb up at 8-0-0, 1071b down and 150 lb up at 10-0-12, 1071b down and 1501b up at 12.0-IZ 107 th doom and 150Ib up at 14.0.12,1071b down and 15o lb up at 16b12, 1071b dovm and 150 m up at 184142,1 D7lbdmvn and 150 lb up at 20-0-12, 10711s down and 150 Ib up at 22-0-12,107 m down and 1501b up at 24-0./2,1071b down and 1501b up at 260-12,1071b ilawn and 1501b up at 28.0-12, 107 lb down and 1501b up at 30h12,107 Ib davm and 150 Ib up at 32.0-12,107Ib dawn and 150 lbup at 34-0-12,107lb dwm and 1501b up at 36-0-12,1071b down and 150 up at 38-0.12,107lb down and1601b up at 40-0.12, and 1071b down amd 150 oh up at 42-0-12, and 107 b down and 1501b up at 44-0-12 on top chord, and 267 m down and 1181b up at 8-04, 801b down at 10-0-12, 80Ib doom at 12-0.12, 80lbdown at 14-0.12, 801b down at 16-0-12, 80lbdawn at 18A-12, 80 Ib down st 204-12, 86 lb dawn at 22-0-12, 80 @ dowh at 24b12, 80 lbdown at 26-0-12, 00 m down at 28-412, 801b down at 30-0-12, 80 @ dam of 32h12. 80lb dawn at 34-0-12, 80 Ib down at 36h12. 80 lb dowoat 38-0-12, 80 m dam at 40-0.12, and 80lb dam at 42-0-12, and 80lb dam at 44�12 on bottom chard The deslgntseted irm of such mnnedioh device(s) is the responstbirity of others. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pM Vert 1.4=S4, 4-12---54, 1-13=20 26=107(B) 27=107A 28=107(B) 29=107(S) 30=-107(8) 31=107(B) =54(B) 41=54(B) 42-54(B) 43=54(B) 44=54(B) 45=-54(B) 46=54(3) Job nrss toss ype RyanRefHamel IM" BIG Carman G'v4er 1 2 ,bin erence 0 one] S4Wwm rvffi, FL P.Mce. FL, a4951 Rurc8230s Oe 212018 PmR a 212ae We& IMustries the ua 15143t: =18 Po et ID:t]RuGRWaD37wtORkOIRzgYfmRo-W6GAIMWSMCXV3vOgL337aftORIM95yty 1YV 47-17 7-176 win, 750 14Si7 17-1Ob 214M 228A 4-01 I 33I 3`3.11 I 33-ii I 3311 I 311-N 7x9 MttOHS= Dead Load Del -3116 in a sdi II '^"""'-" 10x10 = 7x6 = 2x4 II 7r6= =40 14b 4]-11 7-/15 1/30 14611 /]•165 2W 21-10e , " 'I ar n I ITI i W 1 s 11 LOADING(pet) J SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 125 BCLL 0.0 I Rep Stress Ina NO BCDL 10.0 Cade FBC20177rP12014 LUMBER - TOP CHORD 2x4 SP M 31, •Ezcepr M2r4 SP 1402 BOT CHORD 21i SP M 26 WEBS 2x4 SP N0.3 •Elccepr M5:2x4 SPM 31 SLIDER Left 2x4 SP Na33-8.12, Right 2x4 SP No.33.8-12 CSI. DEFL in (loc) Ildetl L/d PLATES GRIP TC 0.97 Vett(LL) 027 9-10 >976 240 MT20 2441190 BC 0.78 Vert(CT) -0.42 9-10 >619 180 MT20HS 187M43 WB 0.81 Horz(CT) 0.12 7 We r9a Mabbr-s Wetght285lb FT=20% BRACING - TOP CHORD Structure] wood sheathing directly applied or 1-9.11 oc purfra& BOT CHORD Rigid celfng directly applied or &&6 Be bracing. REACTIONS. (size) 1=0-8-0 (min. 0-0-9), 7=0-8-0 (min. 0-2-10) Max Hom 1=84(LC 27) Max UpM=-3108(LC 8).7=2510(LC 9) Max Grev1=8609(LC 1), 7=6265(LC 1) FORCES. (III) - Max. Comp./N ax. Ten. -AD tomes 250 Qb) or less except when shown. TOP CHORD 1-2=18904/6833, 2-0=15589/5787, 3-0=1214014710, 45=1213714708, "-1501916051, &7=1486915945 BOTCHORD 1-14=4295M7289,13.14=6295N7289,13-15--6295/17289,12-15=.629511728g, 12d6=-5304/14390,11-16=5304/W!30,11-17=5304/14390,1&17=-5304114390, 10-18=5459M3B50, 9-18=.S159113850, &9=53921/3581, 7-8=.5392/13581 WEBS 4-18-349419090, 5-10�3748M854, 5-9=16820%9, 6-9-4571470, 3.18-450611519, 3-12=132814254, 2-12--3348/1140, 2-13=84113092 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x37 nabs as follows: Top chords mmlected as follows: 2x4-1 row at 0-7.0 a Bottom chords connected as follows: 2x6 -2 rows staggered at 0-0.0 oG Webs connected as follows:2x4-1 row at 0-9-0 co. 2) AO loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only bads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wmd: ASCE 7-10; Vutt-160mph (3-second gust) Vasd=124mph; TCOL=4.2psf, BCDL=S.Opsh h=15R CaL 11; Exp C; End, GCpt=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip UOL=1.60 _. 5) AO plates are M120 plates unless otherwise indicated 6) This truss has been designed fora 10.0 psi bottom chord five bad nonconrxurehtwith any other five loads. 71Provide mechaNral connection (by others) of truss; to bearing pcap able pable of withstanding 100111 uplift at joint(s) except ")1=3108, 7=259. 6)11657 Ib door own andr55500 lbupat 45-4 1619111 dodeWce(s) shall be wn and 521 rovided Wp at Z4. 1619 ort nfr downraand 54(1)@ up at 85,f,1667111 down and 57 \\ \r -' up at I0S4, and 16521b down and 7141b up at 1254, and 3435 thdown and 1664lb up at 14.4-0 on bottom chord. The �� : -tCENgF.`��/i design/selectlon of such connection device(s) is the respahslbillty of others. LOAD ) Standard _�1(�/ PE 7 051 ` a Continueded on on page 2 r 1 -_rG\ 1 ( � '� a ID /oNA 11�NG\\\� FUSSljob N59 lype RysO = IU343 61G Cm MCW" 1 2 Job RefeL SOIsruUU Truss, Ft P19aE, F _, l R 6230s Od21201aP a230 SOrt2120tS LIEF clnduMwgr rue he Dec le 14:51:592015 P e2 ID&RrGRVJa037MORkOlPAWhnRa-NWUTWJ_gRgWMJBfTmOFMIDEt43UAeBL0DeLG;NvyU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)_ Lumber Inaeaae=1.25, Pule Inaaase=1.25 UnIIOM Loads (pit) Vert 1-4=54, 447=54,1_7=2d - Goneerdrated Loads (N) Vert 5--3935(B)13=1557(B)14=1619(B)15=1519(B)16=-0619(B)17=1857(13)18=1652(B) r PE 7 051 `1 Job Irusslype Ryan Hmna 18338 WE Commmr9upWWGable 1 1 Job Re(erente o orW a al4riamTVM. FL FWH M-34a51 �i 414 = 21 20 19 18 17 16 15 14 13 12 3x4 = a LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0?4 Vert(LL) Na - n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 125 SC 0.17 Ved(CT) We - n!a 999 BCLL 0.0 Rep Stress lna YES WE O.12 Horz(CT) -0.01 12 Na Na BCDL 10.0 Code FBC2017fTPl2014 MatrixS Weigh61051b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing direly applied or 10-0-0 oe puffins. EDT CHORD 2x4 SP NO2' BOT CHORD Rigid telling directly applied or 64-0 co bracing. OTHERS 2x4 SP NM3 REACTIONS. Allbearmgs20-0-0. (lb) - Max HOR21=86(LC 10) Max Uplift Ali uplift 1001b or less at joim(s)18, 19, 20,15.14, 13 except 21=123(LC 8), 12=127(LC 9) Max Grav All reactions 2501b or less atjoint(s)18,19, 20,15,14,13 except 16=304(LC 1), 21=351(LC 17), 12-MI(LC 18) FORCES. (lb) - Max Comp./Max Ten. -Ali forces 250 (lb) aim exceptwhen shown. TOPCHORD 1-2=1141264,10-11=111Q84 WEBS 6.16=283111 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE MO; Vuit=l6Omph (3-second gust) Vasd=124mph; TCDL=42psf•, BCDL=5.Opsf; h=15f ; CaL 11; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed forwind loads in the plane of the thus only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as appliraW% or consult qualified building designeras per ANSIrtPI 1. 4) AN plates are tx4 MT20 unless othervrise indicated. 5) Gable studs spaced at20-0 oa 6) This true has been designed fora 10.0 psf bottom chord five load nonconcurrent with any other five loads. 7) Provide mechanical connec0on (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) 18,19, 20,15,14.13 except OMIJ) 21=123,12-127. 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard o0l I1II////// M ��Q� L�PN '\GEN�7`fi��/i_ PE 76051 J9 r fuss ype Y Rpn ones Pf16a 1933-8 = Diapmiol Wp cad" 3 1 Job Ref uancB SMaOa Timis. R FWCE%FL, ak951 3x4 jA 10 1-104F 1044 111-2-0 14-10 W10 4&4 41-12 04-0 Plate Offsets 0(Y1— I2:0-M O 1421 I8:0.14,1-741 I8:0-0-0 0-1421 LOADING(pst) SPACING- 2.0-0 CSL DEFL. in (lac) 9de6 IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.55 Vert(LL) 0.05 &7 >999 240 MM 2441190 TCOL 7.0 Lumber DOL 125 SC 0.56 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.23 Horz(CT) -0.04 4 Na Na BCDL 10.0 Code FSC201771PI2014 MabixS Weight 441b FT= 20a/e LUMBER - TOP CHORD 2x4 SP No2' BOT CHORD ZA SP Not WEBS 2x4 SP No.3 BRACING - TOP CHORD Shuctural wood sheathing directly applied or G." of purlin - BOT CHORD Rigid wiring directly applied or 10-" no bracing. REACTIONS. (sire) 4=Mechanlral, 8=0-11-5 (min. 0.1.8), 6=Mechanical Mmk HmzS=1S4(LC 4) Max Upfdt4=125(LC 4). 8=-201(LC 4). 6=100(LC 4) Max Grav4--145(LC 1), 8=372(LC 1). 6=242(LC 1) FORCES, (Or) -Max CcmpJMax Ten. -An forces 250 (Ib) a less except when shown. TOP CHORD 1-2--405MB6, 2-cr- 4501214, 9-10=455/224, 3-10--4D91212 BOTCHORD 1.8=174/408,&12=291/406,12-13=2giN06,7-13=291/406,7-14=291/406, &14=291906 WEBS 34=-439/315 NOTES- 1) Wind: ASCE 7-10; Vut(=160mph (3semnd gust) Vasd=124mph; TCOL42pst, BCDL=S.OpsF, h=15f4 CaL 11; Exp C; End., GCpr0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceffmi; and is not Intended for use where aesthetics are a consideration. 3) This thus has been designed for a 10.0 psf bottom chord live load nonconcunent with arty other five loads. 4) Refer to gWer(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 m uptlrt atjoint(s) 6 except Qt4b) 4=125, 8✓201. 6) Hanger(s) anther connection device(s) shall be provided su(iioentto supportconcentrated load(s) 30 lb dawn and 110 lb up at 2-11-0, 30 Gown and 1101b up at 2-11-0, 261b down and 521b up of 58-15, 261b dwm and 5216 up at 5-8-15, and 58 m down and 1071b up at 84-14, and 581b down and 1071b up at 84.14 on top Chad, and 71 Ib up at 2-11-0, 71 Ib up at 2-11-0, 51b dawn and 21b up at 5-8-15, 5lb down and 2 m up at 54.15, and 26 lb down at 84-14, and 26 lb dawn at 84-14 on bottom chord. The designIsdection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the tam of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Rod Live (balanced): Lumber Increase--1.25, Plate rove --1.25 _ Uniform Leads (pm Vat 14=-54.1s=-20 001Ler'trated Loads ub) \111I I I IIl Vert 9=72(F46, B=38)11=85(F433, B=-33) 12=94(F47, B47)14=a7(F=19. B=19) \N�\��\\W% EN / PE 7 051 r 1 _ r A o `�410RIDW.��(r�� 9/ON �sI I I1NG`\\\\\ ruse rues ype Ryan Homes 76'K48 DIE Ca an Suppode4Gade 1 1 4x4 = 8 7 6 1x4 II 1x4 II 1x4 9 LOADING(pst) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina YES Code FBC2017IM12014 I CSI. TC 024 BC 0.17 INS 0.05 MabtxS I DEFL- in Ved(LL) We Ved(CT) Na H=(CT) -0.00 (loc) Well Lld n1a 999 n1a 999 6 Na Na I PLATES GRIP MT20 2441190 Weight 40 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Sbuctuml wood sheathing directly applied or 10-0-0 oc pudins. BOT CHORD 2x4 SP No.2• BOT CHORD Rigid Wiling directly applied or6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 7=841.0 (min. 0-1-8), 8=8-8-0 (min. 0-1-0), 6=11-M (min. 0-1-8) Max Hom8=41(LC 8) Max Up5lt7=19(LC 8), 8>160(LC 8), 6=161(LC 9) Max Gmv7=226(LC 1), B=348(LC 17), 6=348(LC 18) FORCES. (lb) -Max. Comp.Mlax. Ten. -All forces 250(M) or less except when shown. TOP CHORD 1-2--921282, 4-5=911282 NOTES- 1) Unbalanced roof five loads have been considered forthis design. 2) Wind: ASCE 7-10; Vu1t=16Dmph (3-second gust) Vasd=124mph; TCDL= 4.2psf; BCDL=S.Dpst 1--15ft Cat U; Exp C; End., GCpi=0.18; MMRS (envelope); Lumber OOL=1.60 plate grip DOL=1.60 3) Truss designed fdrwind lcetls in the plane of the truss only. Forstuds exposed to wind (normal to the face). see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSUiPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtem with any other five loads 6) Provide medtanieal connection (by others) of truss to bearing plate capable of withstanding 100 to upliR at joint(s) 7 except ("b) 8=160. 6=161. 7) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PE 70051 STA137 -5: � ,40RIDWi\��4�� p Joe In, nus ype Y Ryan Hanes 1831B D2 Common 2 1 hob Reference o 'o naD SaN16n1TrI6S,RRCM1H,tL, a4951 H1YCtlZY)e WI12Yla RkO ft oMRU AQ taroImnL�ICe,YIGrsu 101tiG Lulur ID:r:RvcRwao3�wroracolR2grrmRu,v�aFucKEB3aEbdLsaess_nmNuu)ncNlRlcv>zcy 6s 5.00 12 m 4x4 = 2x4 0 2x4 II LOADING(Psf) SPACING- 2.0-0 CSI. DEFL in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vart(LL) -0.01 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.03 5 >999 180 BCLL 0.0 Rep Stress lnor YES WB 0.03 Horz(CT) 0.00 4 We n1a BCDL 10.0 Code FBC2017RPI2014 Matra-R Weight 24lb, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT.CHORD 2x4 SP No2' WEBS 2x4 SP No.3 - BOT CHORD REACTIONS. (size) 6=()-8-0 (min. 0-1-0), 4=0-8-0 (min. 0.1-8) Max Horz6=22(LC 8) Max Up5h6=-69(LC 8).4=69(LC 9) Max Gwry 211 (LC 1). 4=211(LC 1) FORCES. (lb) -Max ComphMax Ten. -AO forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 644 oc Purim, except and verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VWt=780mph (3-second gust) Vasd=124mph; TCOL-4.2psF, BCDL=5.opst,, h=15ft; Cat II; Exp C; Enct., GCpi--O.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed far a 10.0 Pat bottom chord live load rmnmncurrent with any other live loads. 4) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 1001b uplift atjo(rd(s) 6, 4. LOAD CASE(S) Standard %GEN'` PE 7 051 r I _ 0 1 TA 4ORI� sS�oN�MNG nss IrussType Y Y Ryan Homes 183M J2 Jark-0pen 8 1 Job Refehence o on aamem Tn=, K rxrre, ram, a98a1 �� G�r�,1Q37wfORkOlR2gi7mRu-nN_d6XLsy��A 6pnikl Jeeueclel4.ssWeme y eyy_SDzGG1vjgOct, W57WY1R 1d-0 iwce r 1 08 � 1.-0H 1 1-0-0 1200 ee ' Plate Offsets 0(,Y)- (2:0-0-12.0-1-121. 12A441.1-2-81 [5:0-0-0 0-1-121 LOADING(pst) SPACING- 2.00 CSI. DEFL- in poc) Ilde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.(y7 Verl(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber OOL 125 BC 0.06 Ver[(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Ina YES MB 0.02 Horz(CT) -0.00 3 We Na BCDL 10.0 Code FBC2017trP12014 Mabb(-P Weight 7lb FT=20% LUMBER - TOP CHORD 2x4 SP No2' BOT CHORD 2x4 SP No2 WEBS ZA SP No.3 REACTIONS. (sae) 3=Merhen"hcaL 4=Mec hanhcal, 5=04W (min. 0.1.8) Max Ho25=43(LC 8) Max UpUft3=34(LC 1), 4= 43(LC 1), 5=.68(LC 8) Max Grav4=5(LC 8), 5=223(LC 1) FORCES. (lb) -Max. CompJMax Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2k0 oc pudina BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vu"- 60mph (3-second gust) Vasd=124mph; TCDL=42psf. BCDL=S.Opsf; h=151% Cal. II; Exp C; Encl., GCpi--0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other rive bads 3) Refer to gader(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable ofvftstanding 100 lb uplift atjoint(s) 3, 4, 5. LOAD CASE(S) Standard ��. \GENSS`;�/�i PE 70051 �t A i, C �vORl17,"'� �� /��/7ss0NAL,�NG\��\\� I� N5S ply Ryon ROM 1633a 44 Jadc-0pen a t Job RefttL(optlona0 a,wiwn rtum, r� r,m.s, r<..wa. LOADING(psq TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 I SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina YES Code FBC2017frP12014 I CSL TC 0.09 BC 0.07 VM 0.03 Mabbc-P I OEFL in Qoc) Odell Ltd Vert(LL) -0.00 4-5 >999 240 Vert(CT) -0.00 4-5 >999 180 Horz(CT) .0.00 3 his Na I PLATES GRIP MT20 2441190 Weight 13 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NOX TOP CHORD Structural wood sheathing directly applied nr4-0-0 oc pudins BOT CHORD 2x4 SP No2 - BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 2x4 SPNo.3 REACTIONS. (size) 3=1VIechanical, 4=1VIedmnical, 5=08-0 (min. 0-1-0) Max Ho25--W(LC 8) Max UpRM--59(LC 8), 5=66(LC 8) Max Grav3=64(LC 1), 4=40(LC 3). 5-220(LC 1) FORCES. Qb) -Max CompJMax Ten. -All forces 250 ([b) or less exeeptwhen shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=5.Opst h=15% Cat. II; Exp C; End., GCpi=0.18; MWFRS (emelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nommriwrtentwith any other Gve loads 3) Refer to girder(s) for truss to truss connections 4) Provide medmniral connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjomt(s) 3, S. LOAD CASE(S) Standard y ��\\LPN` M1'I,��,yy""/��i �\�_- PE 700 51 i 1 ` oTofO'l JO //// ss/O rN I i ►S" G\ \\mil mss russ ype Y Ryan Homes te339 J6 aedFopm e t .lab Refen:nCa roononail Smmmrn Truss, R Pieroe, FL, 34951 f LOAOING(psl) SPACING- 2-0-0 CSL OEFL In Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 026 Ved(LL) -0.02 45 >999 240 MT20 2441190 TCOL 7.0 Lumber DOL 125 BC 020 Vo19CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.06 Horz(CT) -0.02 3 n/a nfa BCDL 10.0 Code FBC2017frPI2014 Matnc(-P Weight 19 lb FT=20°b LUMBER- BRACING - TOP CHORD 2x4 SP NO2' TOP CHORD Structural wood sheathing duedtly applied or 64)-0 co pudins BOT CHORD 2x4 SP NO2 BOT CHORD Rigid ceNng dhedtty applied or 10-" od bmdng. WEBS 2z4 SP No.3• REACTIONS. (size) 3=Merhanice44=Medtanicel, 5=D-8-0 (min: 0.1.8) , Max Horz5=124(LC 8) Max UpUft3=-104(LC 8), 6=85(LC 8) Max Grav3=102(LC 1), 4=81(LC 3), 5=283(LC 1) FORCES. ((b) - Max. CompJMax. Ten. -All forces 250 (I)) or less except when shown. NOTES- 1) Wind: ASCE7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=3.2psF, BCDL=S.Opsh, h=1511; Cat. II; Exp C; End., GCph-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live bad noncondurrerdwith any other five loads. 3) Referto girder(s) for truss to buss connections 4) Provide mechanical connection (by others) of puss to bearing plate capable of withstanding 100 lb uplift at joints) 5 except (lt-Ib) 3=104. LOAD CASE(S) Standard ZONAI I�NG� \\oCd� rasa truss lype y 1833.8 aJaa-opw IQW Climes 36 7 Job Reference lopftg Seuumn Trove, n ►h 00 Dead Load Dek-1181n Plate Offsets (X Y)- i2:041-12.0-1-121 is at-B 1-,&Oi r00-0 0 0-1-121 LOADING(pst) SPACING- 2-0-0 CSL DEFIL In poe) Udell ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ved(LL) 0.10 4S 1766 240 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.47 Vert(CT) -0.18 4-5 >444 180 BCLL 0.0 Rep Stress Inv YES WB 0.09 HOM(CT) -0.06 3 n1a n1a BCOL 10.0 Cade FBC2017frP12014 Matrix-P Weight 25 lb FT=20^A LUMBER. TOP CHORD 2x4SP Not' BOT CHORD 2x4 SP NO2 WEBS 2x4 SP NoZ REACTIONS. (size) 3=Mec hanical, 4=Mechanicel, 5=D-8-0 (min. 0.") Max Hwz5=185(LC 8) Max UpTiO3=-147(LC 8). 5=106(LC 8) Max Grsv3=161(LC 1). 4=120(LC 3). 5=353(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -Ae forces 250 (Ih) or less except when shaven. WEBS 25=3191300 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc purons. BOT CHORD Rigid calling directly applied or 10-0-0oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf, h=15ft: Cat II; Exp C; Encl., GCpi=0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL--1.60 2) This inns has been designed for a 10.0 psf bottom chord live bad nonconcurrentwith any other 5ve loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoings) except ") 3=147, 5=106. LOAD CASE(S) Standard �N%, PE 70051 1c7 e 1 . S fOfVAL 1NG=44�\� JOB =5 m99 Ype Rym Hmm 1831B Vt Wa/ 1 1 Job Reference loptionaD W AID:fzRvCRVJa037w10Rk01R;gYhnRu�YgmkZOlFHer4C-etplX9WrUsVWnTM;"TfY0 24-0 24-0 EMS] 2 3 LOADING(PsQ SPACING- 2-0-0 CSI. DFFL in Qob) gdeti Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) nta - We 999 Mf20 244N90 TCDL 7.0 Lumber DOL 125 BC 0.08 Vert(CT) Na - n1a 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 HOR(CT) 0.00 n1a Na BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight 9lb FT=20°h LUMBER - TOP CHORD 2 A SP N0.3 BOT CHORD 2x4 SP No.3' WEBS 2x4 SP No.3 REACTIONS. (size) 1=3-0-0 (min. 0-1-8). 3=3-0-0 (mm. 0-1-0) Max Horz1=44(LC 8) Ma%UprdU=24(LC 8).3=42(LC 8) Max Gmvl=79(.0 1). 3=79(LC 1) FORCES. Qb)-Max CompJMax. Ten. -All tones 250 (lb) or less except when shown. BRACING- TOPCHORD_ SWdural wood sheathing directly applied or 3-0-0 ac puffins, except and verticals BOT CHORD Rigid calling directly applied or 104-0 Be bracing. NOTES- 1) Wind: ASCE 7-10; VuIr=180mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opst,, h=15it CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.80 plate grip DOL=1.00 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 list bottom chord live load nonconcu rentwith any other five loads 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to upri t atjoinl(s)1, 3. LOAD CASE(S) Standard - LPN_ M_ 134IN �r PE 70051 / 1 NG�\\\�j d Iruss -ITFUSSType Fly Ry®n Nmnaa 1833.8 V5 WOW 1 1 Job Reference(opdon40 .lWYlem ... rL r91R. 1.= 20 II 2 3 W 9 1 2x4 II LOADING(pst) SPACING- 2-0-0 CSI. DEFL in One) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TIC 0.45 Vert(M) we - We 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) Na - Na 999 BCLL 0.0 Rep Stress Inc YES 1NB 0.00 Horz(CT) 0.00 We n1a BCDL 10.0 Code PSC2017ITP12014 Maim-P Weight 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP Na3• WEBS 2x4 SP No.3 REACTIONS. (size) 1=5-M (min. 0-1-8), 3=5-0-0 (min. 0-1-8) Max H=1=85(LC 8) Max Upfdlt=46(LC 8). 3=-02(LC e) Max Gmv1=153(LC 1), 3=153(LC 1) FORCES. Ob)-Max. CompAAa Ten. -All forces 260 Qb) or lessexcept when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins, except and verlicals BOT CHORD Rigid calling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.()W, 11=151k Cat 11; Exp C End. GCp".18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconclmentwith any other We loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of wi0hstanding 100 lb uplift atjoint(s)1. 3. LOAD CASE(S) Standard \\I —BC / \\\\\\ f PE 70051 Ap / //// sS/1ORIV OiN it NG\\\\\\ ruse ruse mp Y Ryanrlo 133343 V7 GABLE 1 t Job Reference (optionall awuxnri rnos, r� nmm, ram, awai 2x4 II 3 5 4 20 G 1x4 11 2x4 11 LOADING(Psl) SPACING- 2-" CSI. DEFL in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 028 VeTtAU) Na - Na 999 Mao 2441190 TCDL 7.0 Lumber DOL 125 BC 0.20 Vert(CT) Na - n1a 999 BCLL M0 Rep Stress Ina YES WI3 0.06 Horz(CT) 0.00 n1a n1a BCDL 10.0 Code FBC2017fiP12014 Maubr-P Weight, 25lb FT=20r/n LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD W SP No.3• WEBS 20 SP No.3 OTHERS 2x4 SP No.& BRACING - TOP CHORD Structural mod sheathing directly applied a 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid calling directly applied or 1044) oc bracing. REACTIONS. (size) 1=740-0 (min. 0-1-8), 4=7-" (min. 0.1-8).5=7.0-0 (min. 0.1-8) Max Hwz 1=126(LC e) Max UpfiR4=-62(LC 8), 5=160(LC 8) Max Grav1=43(LC 15), 4=118(LC 1), 5=299(LC 1) FORCES. (tb) -Max. CompJMax. Ten. -Ah for 250 (lb) or lm wwptwhen shovm. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL-42psf, BCDL=5.0psf; h=15ft; Cat II; Exp C; End., GCp".18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load ranconament with any other live loads. 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at)oint(s) 4 except (t=1b) 5=160. LOAD CASE(S) Standard \\\\ PE 70051 Tp�� <OR{D��.IG\�k/N w 4 job IrUSS 1russlype ft=Haman 18336 Va im GABLE 1 1 Job Reference(polionall Salalltlrl fr=. K FwM FL. a 1 ladC 4230 a OG zl MW efult aZa]aW n Andmi" lM� mC l Uc t 1a 74.. Mar a� IDialt4RVJe03MORkOIRzgehnR"BE&vONOdWi003MQv81OWv"&CbaVM it iyN B." 1 , 2(4 II 3 5 4 2a4 4 1x4 II 2x4 II LOADING (Pat) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 125 TC 0.35 TCOL 7.0 Lumber DOL I 125 BC 0.26 I SCLL O.0 Rep Stress Ina YES WB 0.07 BCDL 10.0 Code FBC20177rP120t4 MatrixS DEFL. in Qoc) OdeO Ud I PLATES GRIP Vert(LL) n1a - n1a 999 MT20 2441190 Vert(CT) n1a - n1a 999 Hmz(CT) 0.00 4 n1a Na Weight•34 lb FT=20% LUMBFR- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD GOT CHORD 20 SP No.3• WEBS 2x4 SP N0.3 BOT CHORD OTHERS 2x4 SP N0.3 REACTIONS. (size) 1=94W (min. 0.1.8),4=94W (min. 04.8).5-9-M (min. 0-1-8) Max Horz1=167(LC 8) Max UpfiO4=58(LC 8). 5=196(LC 8) Max Gravl=126(LC 1), 4=107(LC 1), 5=368(LC 1) FORCES. (lb) -Max. Comp.Max. Ten. -All forces 250 (lb) or less exceptwhen shown. WEBS 25=263237 Structural wood sheathing directly applied or 641-0 on purlms, except end verticals. Rigid ceiling directly applied or 10-0-0 or bracing. NOTES - I) Wind: ASCE 7-10; Vutt=160mph (33ewnd gust) Vasd=124mph; TCDL=42psf; BCDL=5.0pst rr-15ft Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chard hearing. 3) This buss has been designed for a 10.0 psi bottom chord five load nonconcunent with any other five loads. 4) Pravide mechanic connection (by others) of buss to beating plate capable of withstanding 100lb upfdtatjolnt(s) 4 except (lt4b) 5=196. LOAD CASE(S) Standard \ M. III/ ��//z PE 70051 A 0 — a—, I ENG? N d