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HomeMy WebLinkAboutTRUSS PAPERWORKSOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 * Fax: (772) 318-0015 Jab Number. •,••v,,,'�"v•• J1900708 Customer. GHO Homes Name: Meadowood - Lot 260 Address: 2974 Bent P' City, ST, 2/P: Saint Lucie County, FL General Truss Engineering Criteria 8r Design Loads Building Code and Chapter. FBC2017rrP12014 Cbmput"Program Used. IC��AAIWI� MTek Version: 8.23 Mar p��11�944991�110ED GraviQ^. - 45.0 psf ROOF TOTAL LOAD Gravity. Eff .. NIA f:lucieCoU Wind Building Authority: 160 mph from MWFRS(Envelops) ASCE 7-10 (Low Rise) St. Lucie County No. Date Tmw ID# 1 OS21119 Al 2 0521119 A2 3 0521119. A3 4 0521119 A4 5 0521119 AS 6 0521119 A6 7 050119 A7 8 0521119 A9 9 0521119 A10 10 0521/19 Al DA 11 0521119 Al DB 12 0521119 All 13 0521119 AU 14 0521/19 A13 ' 15 0521/19 AU 16 0521/19 A15 17 0521/19 A16 18 0521/19 A17 19 0521/19 A18 20 05121/19 A19 21 0521119' A20 22 0521/19 Bl 23 0521/19 B2 24 0521/19 83 25 0521r19 B4 26 0521/19 B5 27 0521/19 B6 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 indenfificafion and date of each drawing. Al - Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway / Fort Pierce, FL 34951 No. Date TmwID# 28 0521/19 cl 29 0521119 C2 30 0521119 C3 31 0521119 C4 32 0521/19 CS 33 0521119 CJ2 34 0521119 CJS 35 0521119 CJ1a 36 0521119 CJ42. 37 0521/19 Dl 38 0521/19 D2 39 0521/19 D3 40 05/21/19 D4 41 0521119 DS 42 05121/19 D6 431 o521119 I D7 44 0521119 D8 45 0521119 D9 46 0521119 D10 47 05121119 D11 48 0521119 E1 49 0521/19 E2 so 0521119 E4 51 1 0521119 H1 s2 0521n9 H2 53 0521119 H3G 64 0521119 H4G Page 1 of 1 No. Data Tmw ID# 55 0521119 Hv2 56 MOM HV4 67 0521/19 J1 58 0521/19 J2 59 050119 J2A 60 0521119 J3 61 0521/19 J3E 62 0521119 J5. 63 0521119 J5E 64 0521/19 J5G 65 0521119 ME 66 0521/19 J7 67 0521119 J18 68 0521/19 J42 69 0521/19 J75 70 0521/19 J75G 71 0521/19 K1 72 0521119 K2 73 0521/19 MV2 74 0521119 MV3 75 0521/19 MW ti410 F ,��' QeQ oVOCt �\�� gG�eG Qs 'p TYPICAL DETAIL (9 CORNER. - HIP ~ NOTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. 132.51 per Nail (0.0.1—Foctor=1.00) ® UP TO 265$ — 2-16d NAU REVE). nds toe nails only have 0.83 of _ @ UP TO 394# = 3-16d MARS REO'o_ 'lateral Resistance Value. 12 1.5 UdR F- 12 1 CORNER .TACK GIRDER 0 S® t;( Typical jack 45 attachment i Jt A J3 J5 H7 (MP GIRDER) LA) II(A)A aQ \`. 3-16d use `. TYPICAL CORNER IAYOUr too nail a V,% & 7-16d @ C� Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1=J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — = — Be — — — — — —— 2-16dnails — — --— JS TO HIR JACK GIRDER TC — — — — — — — 2-16d nails — — — — Be — — — — — —— 2-16dnails ——--— J7 TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — Be — — — — — — — 2-16d nails — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — Be — — — — — —— 2-16dnails ---- MINIMUM GRADE OF LUMBER LOADING (PSFl Saa wcR_ 130s FRC2a17 &T.C. 2z4 SYP f2 Top2 D SYP 2 wms 7s4 SYP Na3 t3afiDM Go10 WEBS SPASQiiG 24' 0.4 O. SOUTHERN TRUSS COMPA�w NIES ht>¢//---M &� Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fox:(772)318-0016 Bn6n M. Bleakly Struet Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5$ per Nail (D.6.1-Factor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 1d ER !R(A) A(A) 0g(A) � ALLOWABLE REACTION PER JOINT ® UP TO 266f — 2-16d NAILS REO'D. UP TO 3941 - 3-16d NAILS REO'D. use 2-16d toe nail 0 TO&SO. Typical jack 45' attachment TYPICAL CORNER. LAYOUr 3—M nab 0 Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails --——— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — BC — —— — —— 2-19dnails ----- TC — — —— — —— 3-16dnails —- —-- BC — — —— — —— 2-16dnails ----- HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-1 Ed nails — — — — — BC — — — — — — — 2-16d nails — — — — SOUTHERN TRUSS COMPANIES �ii— 11MUM GRADE OF LUA TL 214 SYP }2 B.C. - 214 SYP r7. WEBS 214 SYP Na.3 LOADING (pSF) L HIR.INCR 0 FBC7017 TOP.. 70 SPAUN 0a 10 SPAaNG 24' 4C. � Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0s09 (772)464-4160 Fax:(772)318-0016 Brian M. Bleakly Strict Eng #76051 2590 N. Kngs Highway, Ft Pierce, FL 34951 772-464-4160 Hangers Face Mount Hanger Charts iTeW .::CFIW Heir &d� a",r ch *2dg :,;Xaa:- t ft MA =4 20 1-MG1 a 111/21 ISM 1 !4 1 116d 12 AJ2 1 :470. 50 1:4%1 30 51 R5, F2 7 4d K 11 !ad x 1wir2 :�K &24W-7Z - 18 I1M6 1 1 1 11 lD2 3 465' 535:1 ROF 280 m: E 31. FH. I F32 4 &HW 2 llFldxl-li2HDG x 1-112 HOG .550' 615 1 W: '280' 2x4 JM4 UIS24 1 18 1-91161 3418 I 1,141 I - 4 1 10d 2 lod ­67T m_ SID SUN24 U24 16 1-M61 3-1/4 1 2 11_3n 6 - 4 1 lad 1 2 1 10dxl-112 500 7L 3 380 51 4 1 led 1 2 lod x I-V .Sm 1 6664 no a 360 Hm Hm 14 1-M61 3-lr2 12-1121 1.1ja arm 4 1 16d HL . 10d,1-112 :611T695 1 745 .365'' Its. F2 Ilan - as See 1 m See. 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' 12. 6. t850 108E 2MS 1170 ,Mn" "10,'.4�, .: . - •.. tad:.. 1510 773E 186E .780 • - F2 Max 14 : 6:. 215 Z436 2610 _1170.. ' - - 4 H1M IE -. , -: .....:. . - -RUC48 ' •WS43 'iA },9/IB 6.15p6 24. 2 - '-tJ1n° 10 `16d " 4. 10d...• _ .• 15p1 173E 1So 780" Mmc ' 14..-. �' 6- 215E 2430 281a .1.1R1 JUS48 18 3518 6-719 2 1 ' 6 16d 4 lad 130 '1510 1645 1355 JUS410 UM410 18 3-M S-718 2 1 8 16d 6 lad 1345'.2105 Z290. law SUH410 111 U410 18 3-'an6 e.Sla 2 1-118 _ 16 10d 6 10d 20M 224S 2420 113E 16 16d 6 10d 2350 26M 2880 -1335 HUS48 ME48 14 3-W 7 2 1 6 lad 6 16d lazi 1850 199E 1810' KZ48F I WWA 14 3-SE 7 2 1 6 t6d 6 16d 1625 .1850 1810: RD48 11U48 14 3.9116 GAS116 2-12 'I-t/a Mln 10 tad 4 10d ISM 173E 760 - Max 14 6 2155' 24M 170. 4x10 H0a8F HUM 14 3-SM6 r•lanfi 2-12 _ Mbl 10 red 4 ind 1540 1735 81.Max 14 6 2155 NE170F9r,410 HUS110 14 3-S18 e-718 2Ml-lad B 16d 2170 246E JIM. 210:HUS410F HU50410 14 3.5/8 6-701 2 16d a 16d 2170'. 246E 2210' HU410 14 3.9116 8-13116 2-12'Ifid 6 10diRN 2155 24M 170'Fm410 NU 2Gtl) SM �F01410F HUG70 14 3.9/1B a lane 2-12164 fi10d213 24301170• 10 30fi0 .3475. 1952 IiD0410F HUfA410 14 3-9/16 9 3 WSJ 6 W53 50I5' 5590 5598' 2975' 31, R1, F32 1) Wft leads have been hlmrased 60%torwhd arsekmk mfmUlvSxxeesedal)' pendti 2)16d sinlme (0.148 dla.x 3.1/4' img) aW be resat mmal thetable ked whoa 16dmmnme am sprdded.118a dace mtap* to JUS, Far,, MaSdmdnan hargns 3)WS3 Word Sanwa are lAr x 3' lmg and are tnddea w@I HM hangers 41He M1Od nab areal4T da.x3' lon 16d ImUs me 816r max 3-12'Img. New Waftu is arlgdated p plod kftmaffm are dedgnated b Fdee fmL Ommsion Finish Nstakilm Steel 126oldcaat EIHO6 NTdple2lnc a 119 to = 0 0 e 0 a x � .�.t. q• bpyo ppqq-qy�JJ 9p�p Yy S S QA g �IYC ��L�± Atl Rio m0 g • om E� A` F A i w m B br m e Y �A P� g a Q a z i i 08 wu Uu an =I Vid 'R3H C � LI9 '.0 Y�NYHL N�ihaa ®11 no goo An WaRm V 39 i ON10Ytl9 . ,war wrtmg ma .a aW cwoz.9gq .pl. SSINVd 2 rrp�;�� s��l��. pub �IG�� u ical RiC-9clvback IDEBIall MINIMUM GRADE OF Db.Ui, Top Chad 2x4 SYP /2 BullChord 2x4 SYP 2 Webx 2x4 8YP S REFER TO SE40 VESM FOR VASM PIAIM SPACE MOCTEAM VORWAS AT 4' 00 MAIL i0P ANC COnOY COW" M= BE SFAGOFAm So 7MT ONE SPLICE TIKCIII WF BEPEa �BlMA7NOlFl (CP�aHO RD oR 6UPP0fGO70U7RUS3 WIR TO 10=0Irx SEALED PENCH FOR REOtORED PURUH SPACING. TICS MUL 9 APPUCABLE FOR 7HE FOUR = WMD tx0MS10105. L(0_QYPx WING. SO' YFAN Har. ASCE 7.1a CLOSDI BLDO. LOCATED AwaluE IN ROOF 1 ML FROM Cm%ST 140 OIP qq RMD. TQ DL*0 Per. 0N0 no DL. Par 14O F910. SWYaVi NCI: M.•F�ta MnBLaOM LOCATED'BW HOO F P9F. WD PSF WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO VON NO BRACING 10 'r BRACE. SAME GRADE, SPECIES AS WE 7'9' TO 10' MEMBER. OR BE�CH N OF WES WRH Bet NAILS MEM2x4 'r BRACE. SAME GRADE. SPECIES .AS WEB 10' TO 14' d' 0%CW MEMBER. ATTACHHWmied 10•MxII.S AAT JOINT SPANS UP TO ttPE 30' 34' 38' 52' A 2x4 2.5x4 2.50 3x5 B 4x8 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x8 1 I. �C I i -C *ATTACH PIGGYBACK WITH B'xBxll2' CDX PLYWOOD WITH 4-15d NAILS IN EACH BOTH FACES O -V-0- O.C. MAX. 'V cF r- r-n T eal us mpx mmtr or hm Maxlmun Loading 58paf of 1.33 Duration Factor 50pof at 1.25 Duration Factor 47pa1 at 1.15 Duration Factor SPACING AT 24' D.C. SCAB-BRACE•DEML I ST-SCAB-BRACE Nate: Scab -Bracing to be used when continuous lateral bracing at midpoint (orT-Brace) Is impractical. Scab must cmwfuff length of web +A 6". THIS DETAIL IS NOTAPLICABLE WHEN BRACING IS — REQUIREQAT113•POIN€S OR MRACE IS'SPECI qM. APPLY 2x SCAB TO ONE FACE OF WEB 'AM 2 ROWS OF 10d'(3" X 0.131') NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE SIZE AND SPECIES (OR BETTER) AS THE WEB. \\\A\ MAXIMUM WEB AXIALLENGTH FORCE = 2500 ins MAXIMUMWEB LENGTH=•12'-0" SCAB BRACE 2X4 MINIMUM WEB-SME- MINIMUM WEB GRADE OF #3 NaSs� � Section Delay ®4— 5cab•Brace Web Scab -Brace must be same species grade (or better) as web member. L-BRACE DETAIL L--Brace s¢e I Nail B . Nad Spadnq iX4 orb 1 10d a.e C. Zr4, 6, or 8 I 16d V e c. Note: Nail along entire length of L-Brace. (On Two-PVs, Naa to Both plies): Secffon Dew Q L-Braw Web i L-Brace must be same species grade (or better) as web member. Note: L-Bracing to be used when continuous lateral bracing Is hnpracacaL L-brace mastcaver9a%ufweblengtk: •, L-Brace Size for One-PiyTruss Specified Continuous Rows of Lateral Bracing Web S¢e 1 ' 2 2X3 ar2rc4 U4 2>di US 2XB «. — DREC.r SUBSTRU nON NOTAPLICABLE L-Brace Size forTwo-Ply Tnrsa Specified Continuous Rows of Lateral Bracing Web Size 1 .2 �Gi or�r4 2X4 .« 3B 2xS ... —DTRMTSDBSmrrrrONNOTAFu 3LE T-BRACE / [-BRACE. CETA1L Note: T-Bracing / FBradng to be used when continuous lateral bracini is impracticaL T-Brace / 1-Brace must cover M otweb length. Note: Thls datal NOT to be used to m*4edT-Brace / 1 Brace webs to continuous lateral braced webs. Nailing Pattern TBrace size NalSim Nall Sparug tx4or1x6 Plitt e'o.a 2x4 or 2x6 or 2xe 16d I W o.c. Note: Nall along entire length -ef:TBrace! 1-Brace. (On Two-Ply's Nell to Both Pies) . ; alternate position l' I •,'Tie Semmr Deta0 T-Brace web alternate position Naa W� I -Brace Naffs L� SPACING _ Brace Sae for One -Ply Truss \ Specified Continuous Rows of Lateral Bracing Web Sae' 1 2• 2T3vr 2x4 1x4 (h T--Brace 1x4 (71-Biz 2x6 I US (') T-Brace 2x6 I -Brace W 12xB T-Brace 2xel-Brace Brace S'me for Two -Ply Toss Specified Continuous Rows of Lateral Brazing Web Size 1 2 2tGi or W 2x4 T-Brace 24 I -Brace 2x6 2x6 T-Brace 2x6 FBrace 2xB 2xB TBrace 'a ra. _ T-Brace / Wrare must be same species and grade (or better) as web member. (7 NOTE U SP webs are used in the Miss, 1x4 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 toss lumber grades up to 42 with D bracing matelot, use IND 45 for T-Bra6&Bram For SP toss lumber grades up to $1 with I)L bracing maWK use IND 55 forT-Bracell Brace 0 M' Job Injus I nRe lype Ply Mtadovxa MAv Wl Avalw-We lades Al ROOF SPECIAL JLIW I 2 1 .Ich Reference ioptionall 6.00 12 5x6 G 4r56 6 3x8 4 5 3xS4 4 3 27 4x5 = 2x4 II 26 2 21 23 20 NOPTX STP= 4x4 11 sx6 = 4x7 = 415 = Sx5 = 3x5 10 3x6 1 it 2x4 12 19 18 17 16 15 3x10=3x6= 3x5= 3x6= 3x5= Dead Load De 1. =3116 kf d X STP= �2x4 11 Q�Imp 3 14 Id O 4x5 = Plate Offsets tXYF 16:0.2-13.0-2-81, f9:0-2-8.0-2d1 f19:0-0-0.0.1-61. 122:0.34.0.2-121 f23:0-2-8 0.3-0L (24:0-2-0 Edae1. 126.0-2-0,41-MI, f28:0-2-3&-1-01 f30:0.230-1-01 LOADING(psf) SPACING- 24)-0 CSI. DEFL. in (Ioo) gdefl Lld PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 0.92 Ved(LL) 0.12 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.S4 Vert(CT) -0.2815-17 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.94 HOrz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weght:2931b. FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 'Except- BOT CHORD B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEBS REACTIONS. (site) 13=0-8-0 (min. 0-1-11),23=0-8-0 (min.0.3-8) Max Horz23=237(LC 7) Max Upli813=-066(LC 9). 23=797(LC 8) Max Gmv13=1437(LC 18). 23=2977(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3041877, 34---50311361, 4Z= 4W1486, 5.6- 57511754, 6-7=6661394, 7-8=d 1378, 8-9=i421373, 9-10=1316/586, 10-11=18171704,11-12=20131684, 12-13=22441/11 BOT CHORD 2-27=6951358, 26-27=-6i951358, 5-24=2531478, 23-24=1321/661, 22-23=-983/688, 6-22=-%/368,19-20=-821/663, 18-19=01712,17-18=0/712,16-17=241/1396, 15-16=241/1396,13-15=502/1919 WEBS 3-27=1721287, 3-24=-672Pd21, 6-19=37511532, 9-19=78W374, 9-17=372/904, 10.17=7731463, 10.15--4771571,12-15=366/282, 5-23=539/240, 6-23=27801725 Structural wood sheathing directly applied or 2.2-0 oc purins. Rigid ceiling directly applied or 5-10.6 oc bracing. Except 2-2-0 oc bracing: 24-26 6-0-0 cc bracing: 20-22 1 Row at midpt 7-19, 9-19, 6-23 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=S.OpsF BML=S.Opsh h=16$ Cat II; Exp C; Encl., GCpi4-18; MWFRS (envelope); cantilever leg exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=Ib)13=466. 23=797. LOAD CASE(S) Standard N�\Q\� .PE76 I �CoRI� E�c� I .100 NSS f Imes 1we M¢ddPHWd2�AVdlon Lw Avalon -West WWII A2 jQty JFIY RaNspedw 1 1 Job Reference o tional ammrem rluSs,KPbree,FL, 34951 Wn[a238S Mar 9 MIS PIIt 82W a Mar 92019 MIT" IMe541", Ine. TW 211' lb MISC l {D'ZSYs9447anm2g5MrodCoyODxtMpxbaRD6V9131h1iF7wmFaTMcHX6Kna I '- -2-0a t&15W M1 2b8-0 I= WI 377.8 215 1 8,0 1 ;P17 1A8 Sx5 = 6.00 12 5x5 = Sx6 = 2> 24 — —. 19 .0 17 ._ ._ .. 13 3x5= 2x411 NOP2x STP= axe= 3X6= 3x4= 3x4= 4x5= 44 II Sx6 = 4x7 = Dead Load Deft. =118 in Plate Offsets (XY)- [6:0-2-13.0-2-8), (9:0-2-0,FAge], [9:0-2-12.0-241. [12:0-3-O.D-3-0), [17:03-0.0-1-8). t20:034.0-2-121. [21:0-2-0.03-0L 122:0-2.O.Edgel, [24:0--0,0-0-81, 126:0-23.0-1-07 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Ilde0 Lld PLATES GRIP TCLL 20.0 Plate Grip DOL -1.25 TIC 0.93 Ved(LL) .0.11 17-18 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 125 BC 0.97 Vert(CT) -0.2617-18 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.81 Horz(CT) -0.05 33 We n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weighl:281lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No2'ExcepY B2:2x4. SP No.3 BOTCHORD WEBS 2x4 SP No.3'ExcepV W15: 2x4 SP No.2 OTHERS 2x4 SP No.3'ExcepC WEBS BL7: 2x6 SP No.2 REACTIONS. (size) 21=0-8-0 (min. 03-5), 33=Merhaninl Max Hoa21=352(LC 8) Max Upli821=768(LC 8). 33=297(LC 9) Max Gmv21=2788(LC 1), 33=966(LC 18) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23--3MM76, 3-0=505/1365, 4-5=48711490, 5-0=574/1756, 6-7=-466/311. 7-8=3832S4, 8-9=-367251, 9-10=854/370, 10-11=719237,13-29= 351/1131, 12.29=351/1131 BOT CHORD 2-26=-6941358, 24-25=694/358, 5-22=240/467, 21-22=1325/663, 20-21=-904/545, 6-20=-351387, 17-18=-841/526, 16-17=-80/590,1516=-W590, 14-15=2381787, 13-14=1331439 WEBS 3-25=173288, 3-22=-676I324,17-28=297198, 7-28=297198, 9-17=-52/291, 9.15=113/375,10-14=-=164,11-14=-M474, 521=526227, 6-21=26091666, 6-17=365/1367,11-13=1177/352, 12-33=1140/351 Shuctuml wood sheathing directly appled or 2-2-0 oc puriins, except end verticals. Rigid ceiling directly applied or 5-9-0 oc bracing. Except: 2-2-0 no bracing: 22-24 6-00 cc bracing: 10-20 1 Row at midpt 7-17, 9-17, 6.21 NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-moond gust) Vasd=124mph; TCDL=S.OpsF, BCDL=5.Opst; h=16ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) A0 plates ale MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord five load nonconcunent with any other live loads.. 6) Refer to girder(s) for lass to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 21=768, 33=297. \GENgF 41fi i PE 76051 I LOAD CASE(S) Standard Zopo alONAL M ion Inuss, Innis lype Ply Meadoam4260 Avalon cal Avslon•West Indies As RaMspedal JUW I 1 1 Job Reference tional _SnW�em Truss,RPiaroe,FL 1 ,- - Rwx6230sMar.a2a1 a 9 9!M - ID:25V5944?lanmi2 nod OM.6 NKmSD ue zt t 7 s t g5M CoyO p tpOONUKu2Bmmi7 _gey7FZUS7s7 Di 2-0O 5915_ taa0 Me 21-0e 21b 268a 2a00 39-7a 395-0 Ia M19 I ar-1 2-1ao I rso 0", .-w 4�0 7aa I sea aao 294 II 6.Do 12 Sall G dx5 4 6 3x64 5 3x4 4 4 3 q 2x4 II 2 4 1 d 29 28 �232'' 22 3x5= 2x411 NOP2X STP= 4x4 11 5x6 = 4x7 = 44 = 5x4 = 3x6 = 3x6 = 7 98 4x6 c �_. SX8= 21 20 3x6 = 3x8 = Dead Load Deb. =118 in 2x4 II 12 4x8= 5.8 = sxs= 13 14 I 3 38 q j 12 le 11(q W 17 16 15 19 18 2x411 4x5= 3x4= 2x411 Sxe = Plate Offsets (X,Y)- (8:0-2-13,0-2-8], [7:0-",0-2-0], )9:0-3-0,0-2-0), [10:0-5-4,0-2-8],111:0-2-3,Edgel, 113:0-5-4,0-2-81,(14:0-3-12,0-M],117:0-2-12,0.2-8], 121:0-3-0,0-1-81, f24:0-34.0-2-121. (25:0.2.0 0.3-01 126:0-2-0Edae). 128:0-2-0.0-0-81, f30:0-2-30-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) 0ie8 Ltd PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.89 Vert(LL) -0.11 21-22 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.94 Vert(CT) -0262122 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.85 Hoa(CT) -0.04 36 n/a n/a BCDL 10.0 Code FBC2017)TP12014 Matrix -MS Weight2911b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except* B2,B7: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except' W15: 2x4 SP No.2 OTHERS 2x4 SP No.3'Excepr BL1: 2x6 SP No.2 WEBS REACTIONS. (size) 25=0-6-0 (min.035), 36=038 (min.0-1-8) Max Hoa25=378(LC 8) Max UpIHQ5=-758(LC 8), 36=-301(LC 9) Max Grav25=2787(LC 1). 36=976(LC 18) FORCES. (lb) - Max. CompJMax. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/877, 34=50311360, 4-5=-485/1465, 5-6=572/1753, 6.7=484289, 9-10=475278,10-11=857/418,11-12=956/422,12-13=1066/348,15-32--258I903, 1432=2581903, 7-8=384299, 8-9=384299 BOT CHORD 2-2B=-096I358, 28-29=696/358, 5-26=2441482, 25-26=1320/660, 24-25=904/503, 6-24=-24/386, 21-22=4KW486, 20-21=1411660,19-20=141/660,16-17=263/860, 15-16=26WM WEBS 3-29=172286, 3-26=671/321, 6-21=384/1386, 8-21=344/135,10.21=547/278, 17-19-1021608,10-17=19W464,13-15=1130/339, 5-25=550235, 6-25=2598I644, 1436=1022/316 Structural wood sheathing directly applied or 4-10-2 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing, Except 6-0-0 cc bracing: 2.29,28-29 5.9.4 cc bracing: 21-22. 2-2-0 cc bracing: 26-26 - 6-M cc bracing: 22-24 1 Row at midpi 8-21,10-21, 10-19. 6-25 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf; h=16ft; Cat 11; Exp C; End., GCpl=0.18; MWFRS (envelope); cantilever left exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventvrater ponding. 4) All plates are MT20 Plates unless otherMse indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconou fent with any other live loads: ' 6) Bearing at]oings) 36 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable otvrithstanding 1001b uplift atloint(s) except (jt=lb) 25=758,\o\1`1 1B1 /o/ LOAD CASE(S) Standard .\GENpS�F1-,����ii PE 76E S�OOR; \\\\\ I ruse N55 ype Mradaw0od 260 Avdbn Wl Avalm-West Indies A4 TRW 1 1 ' Job Referenm o 'onal = era ,m, Pkvm, ,W95Y__ - -. .,-, - .Kurz s.Mar92019 PrinC8T30eMar.92m8 - eSmIna Tus �May211=.W 2019M1 ID:Ys944?kmm2gMnoriCoyODMO)iOF7y49bOo8BhNZh. 131z333]]-]]5 5 5-&15 2-/3-0 I M M M 3950 I 6&B zr 3x5= 2X4 11 6.00 FIT 26 25 23 21 20 NOP2X STP= 4X41t 518= 4X7 = 4x5 = Sx4 = M� 19 18 3x12= 3- 5X5 = 8 3x6 = &7=2X4 11 TS 11 17 16 2x4 II 4�8= SXS Dead load De& -118 in axe = 5X9 = 13 0d 34 d 4 14 4x5 = Plate Offsets MY)- [8:0-2-9,0.2-8[, [7:0-2.8,0-2-0],[8:0-2-8,0-241, [9:0-5-0,0-2-8), 0-2-81. 123.0-2-0.0J-01124:0-2-0Edeel 126:0-2-00.0-81.128:0-2-30-1-01 [10:0-8-0,0-2-0j, (13:03-12,03-0b [14:0-2-0,0-2-0], (15:0-2-12,04-81. (19:0-5-12,0-1-8). [22:0-3-4 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) Ildell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.68 Ven(LL) -0.16 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.97 Vert(CT) -0.3414-15 >979 180 BCLL 0.0 Rep Stress Ina YES WB 0.90 Horz(CT) 0.05 34 n/a me BCDL 10.0 Code FBC2017fTP12014 Matix-MS Weight2981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2X4 SP NO2 -Except' . B2,B5,B7: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3'ExbepY W15:2x4SP No.2 OTHERS 2x4 SPNo.3'Fxcepr WEBS BL1: 2x6 SP No.2 / REACTIONS. (size) 23-0-" (min. 03-5), 34=0-3-8 (min. 0-1.8) Max Hoa23=391(1-C B) Max Uplift23-733(LC SL 34=301(LC 9) Max Gmv23=2787(LC 1), 34=1000(LC 18) FORCES. (Ib)-Max. Comp.lMax. Ten. - All forces 250 (1b) or less except when shown. BOT CHORD 2-27=-696f359, 26-27-6961359, 5-24=2361458, 23-24=1314/655, 22-23=924/438, 19-20=883/423, 18-19=107/568, 17-18=107/SW, 14-15=294N37 WEBS 3.27-174f288, 3-24=-667/317. 6-19=-00211466, 7-19--384/149, 8-19=678262, Structuralwood sheathing directly applied or 55-15 oc inalms, except end verticals. Rigid caning directly applied or 5812 oc bracing. Except 2-2-0 oc bracing: 24-26 6-0-0 oc bracing: 20-22 1 Row, at midpt 7-19, 8-19, 6-23,12-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10: Vu8=16Omph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.Opsf. h=161t; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); can0lever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chord five load nomnncurrerd with any other live loads. . 6) Bearingatjoint(s) 34 considers parallel to grain value using ANSI/7PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atloint(s) except (jt=1b) 23=733, 34=301. LOAD CASE(S) Standard PE 76 51 Al i �* P- VL ///�/%SSIONAI-0 �N 0 cuss IMw Iype MeaEmwo0260Avelan M4 Av tub West Indies A5 Roof Spedal jQtY jelif 1 1 Jab Reference loptionall ,�,� _.,__,�•tu rrc rre, �r�,.-»nay RUn:aZ10S War 92019P 8230SMar SM191ATakl Om. TYa May 211]42:102019P of ID:25ys94471amni2g5MnodCcyODm-WOWRxU6AIwbEg3 JKTwnlmeBf0Y3101FSgnSS] Ohx 2-0-0 6e-15 1050 AIM 17-00 26d0 30$0 3x$0 39.50 2-0-o i ss-15 1 a�-� z10.0 f 3.M I 1ti-0 f 44-0 ) and I 4Ae US = 6.00 t2 5x8 t% 3's - 314 = 3x644x5 i 5 3x414 4 3 V 27 26 25 21 20 2x411 NOP2X STP= 4x4 11 SxB = 4,7 = 514 = 4,5 = M18 Dead Load DefL=Main - a g 418 = SxS = 418 5x8 = 10 12 g 12 3 34 1 1 5 14 13 44 19 18 17 16 2x4 11 4x5 = 3x5 = 3a 41 B 2x4 6Id1= 59-15 1 1 1�.�h1i3 123e 11-100 L150 gsp 1740 2380 26+a 308e 348-0 3950 s313 7-1 3ff0 I- -6ao ) zaa { 4i-0 1 aao ) 4-90 1 asa ow Plate Offsets MY)- d-9,0.2-0), p:0.3-0.0.2-0], L9:0-2-8,0-2d1, L10:0-2-8.Ed9el, L12.0.3-0,0-3-01, L75:42-8.0-2-81. L79:0.2-0.0-1-81. (22:0.3-0,0.2-121, 123:0.2-0,9-.9-01, I24:0-2-0 .Edge], 26:0.2-0.0-0-e1 f28,0-2-3.0.1-0I LOADING(psf) SPACING- 24)-0 CSI. DEFL in (be) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Ved(LL) -0.08 17-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.99 Vert(CT) -0.1319-20 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.95 Horz(CT) 0.04 34 We We BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight 30016 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Excepr S2,B5: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 `Except- BL1: 2x6 SP No.2 WEBS REACTIONS.. (size) 23=0.8-0 (min. 055), 34--O.M (min. 0-1-8) Max Horz23=399(LC 8) Mu UpIi823=706(LC 8), 34=297(LC 9) Max Gmv23-2786(LC 1), 34=1016(LC 18) FORCES. (Ib) - Max. CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=288/877, 3-4=440H362, 4-5=A28/1487, 5-6=-06611734, 6-7=-479213, 7-8=429211, 8-9=719266, 9.10>1221r389, 10-11=-1045288,13-30=2281898, 12.30-228/898 BOT CHORD 2-27=697I359, 26-27= 697/359, 524-151I460, 23-24=13121654, 22-23=912120$ 6-22=0/298, 19-20=-870/192,18-19=152(429, 17-18=152/429, 14-15=208f730, 13-14=208I730 WEBS 10.15=766/325, 3.27=0/289, 3-24=-6661316, 6-19--27211505, 8-19=930264, 8-17=1471606, 9-17-500213,15-17=18WI8, 9-15=252/633, 1145=1591538, 11-13=1054297, 5-23=-611272, 6.23=2524/570, 12-34=1027/301 Structural wood sheathing directly applied or 4-7-10 oc pudins, except end verticals. Rigid celing directly applied or 5-7-10 oc bracing. Except 2-2-0 oc bracing: 24-26 6-0-0 cc bracing: 20-22 1 Row at midpt 8.19, 9-17, 6-23 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf. BCDL=S.Opsf; h=16ft; Cat 11; Exp C; End.. GCpl=0.18; MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless othenNise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonco=nrentwith any other live loads. 6) Bearing atjoint(s) 34 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at=1b) 23=706, 34=297. iV\GENSF`�N���i = r PE76051 LOAD CASE(S) Standard //���%SSIONA . E \\\\ J00 iruss Innis Iwo, Fly Mead0wood260Aw1,,n Wl AvalarfWeat Imies A6 Root Special JVW I 1 1 Job Refemnce (optional) SweilRrn TNea, R pbva, R 31951 Ron: 9130 a Mar 9M19 PrvIC 8230 s Mar 9 M m MI'lek IMnaalee, Inc T. May 211T32:112019 Pa e 1 ... _ _ ..rap.. ;..` ID24Ys944?Iamni2g5MnodCoyODnr_adgeHVlo¢wSsgeFH7d9zT09bA01VW60L_ hw - 2a-01 ss15 ( loso 1 trio IiT zo-e-9 1 zae-o 1 M F32.6a1 a4-sa 2de 69-15 4]-1 2-109 19-0 s88 7d8 240 2-0-0 69O 6.0012 2x4 11 5's= Dead Load Call. =1/8In' 13x6= 6 7 a IrSt 9 2x4 11 4x8 = 3x6 ,�4x5 t0 Sx5 = Sx8 = 1t 12 5 3x44 4 3 /Bfi 1 12 p 6 I4 W $ 8 2 `0 11 2 8A 4 1� L $ d 26 25 24 22 20 19 18 17 16 15 13 4x5 = 3x5= 2x411 NOMSTP= us= 4x4=2x41t 4x411 5x6= 3xt2= 5xe= 47 = 5x4 = 45 = S&15 165e1140,13de 123 IMM lsoo 2P98 261-0 30.60 3950 6&15 1 4T-1 1 1 Sea I ]��r2i01 89a I a50 65e Plate olf9et9 (x,Y)- [9:os-D.az-et. [12:a3-g,oa-0). [73.o-z-0.az-0L I74:a2-12,0.2-8). [21:3 04.a2-12], I220-2-0.63-0L I23:a2-0.Edge). I25:0.2-0 ,0-)9,a24:o�-D.az-o), .o-04, 127:0-2.33.a1-0t LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 VergLL) -0.16 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.97 Vert(CT) -0.3413-14 >976 180 BCLL 0.0 Rep Stress Ina YES WB 0.99 Horc(CT) 0.05 33 n1a We BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 279 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No.2'ExcepC B2,B7: 2x4 SP No.3 - BOT CHORD WEBS 2x4 SP No.3 *Except' W13:2x4 SP No2 OTHERS 2x4 SP No.3 *Except* WEBS SL1:2x6 SP No.2 REACTIONS. (slim) 22-0-8-0 (min, a3-5), 33=0-3-8 (min. 0-1-8) Max Hor222=349(LC 8) Max Upli822=785(LC 4), 33=271(LC 9) Max Gmv22=2787(LC 1), 33=1030(LC 18) FORCES. Qb)-Max. CompJMax.Ten. - All forces 250(Ib) or less except when. shown. TOP CHORD 2-3=3031877, 33=505M361, 45--088N486, 54--571N732, 6-7=658247, 748=41281234, 8-9=-6281234, 9-10=11741336, 10-11=1245QS8,13-29=1481815, 12-29=148/815 BOT CHORD 2-26=-6971359, 25-26=-6971359, 5-23=2271461, 22-23=1311/853, 21-22=9D57374, 6.21=O1346, 18.19=8691359, 17-18=202I851,16-17=2021851,13-14=290H134 WEBS 3-26=1741289, 3-23=8651315, 518=51111589, 8-18=557I320, 9-18=4891131, 9-16=2521130, 14-16=164/947, 9-14=214/632,11-13=12221312, 5-22=627I283, 6.22=25291731,12-33=1060282 Structural wood sheathing directly, applied or 5-0-4 oc pudins, except end ver8cals. Rigid ceiling directly applied or 5-9-9 oc bracing. Except 2-2-0 oc bracing: 23-25 f a0 oc bracing: 1941 1 Row at midpt 9-18, 11-13, 6-22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.0psf, h=16ft; Cat 11; Exp C, End.. GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencumant with any other live loads. 6) Bearing at joints) 33 considers parallel to grain value using ANSIrrPI I angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at join(s) except aMb) 22--78.5, 33 1. clot BL PE 76051 I� LOAD CASE(S) Standard r Job Naa Inuss sype NeadvwoC 260 AvdbnlM flndo Wall JMies A7 Roofsperlal jUly jPlYI 1 1 Joh Reference o 'onal -.` yD25Ys944?Ianmi2g5MnodCoy00nrSnBDsdWMiL2Ji rrkMx?B09 ?X607jjm9u Dhv.- Zfia 8575 fOL-0 13-0a� 18161 24E.9 301-0 3C-e-0 345.0 z4w ss-1s 1 as-1 12-�-0 I 5.10.1 ..) 5-10-1 'I s7-13 I aa-o I ss-o. 6.00 12 5xio4 2x4 II 3x6 = 7 n 3x8 = 4YS i 316 4 3x4 4 4 W 3 4 2 4 11 2 31 'fl 28 Z7 26 24 2221 20 19 18 3x5 = 214 11 NOP2X STP= 4x8 = 316 — 414 = 4x4 II 5x9 = 4x7 =4X5 = 5x4 = 123a 11-16e 5316 I 10.5-e 114013 18-10-1 2483 2r Sp.15 ['.J0.1 S1a•1 I 5141 F P1 5x6 = 10 it 214 II Dead two Daft =1116 in axe = sx8 = Us = 12 13 1 2 36 Ij 15 14 llkf 3 C Zx411 415= Plate Offsets (xY]- [24.0-2-0 [6:0-7-0,0-2-81,[10:03-0,0-2-0]. [10:0-M.D-1-12],[11.0-1-12.0-0-141.112:0-5-4,0-2-8L [13:0-3-0,0-M]. [16:0-2-12.0-2-81, [20:0-2-8,0-2-01, 123:0-2-12.EdgeL 03-01 R&O-2-0 Edoel 127:0-2-0 0-0-8]12910-2-3 0-1.01 LOADING4nd) SPACING- 2-0-0 CSL DEFL in (loc) Well Lid PLATES GRIP TCUL 20.0 Plate Grip DOL 125 TC 0.84 Vert(LL) 0.06 2041 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 125 BC 095 Vert(CT) -0.13 20-21 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.83 Hoa CT) 0.04 36 nla rJa BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 *Except' B2,87: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 •ExcepC W14:2x4 SP No.2 OTHERS 2x4 SP No.3'Excepr 131-7: 2X6 SP No.2 WEBS REACTIONS. (sae) 24=0-8-0 (min. 0-3-4), 36=0.3-8 (min. 0-1-8) Max Horz24=299(LC 8) Max Uplift24=868(LC 4), 36>248(LC 5) Max Grev24=2778(LC 1), 36=1037(LC 18) FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2J=3031877, 3-4=505I1362, 4S=S01/1487, 54--566/1704, 6-7=529207, 7-8=529207, 8-9=529207, 9-10=1069288, 10-11=-10281300, 11-12=12721309, 14a2=168/908, 13-32=168/9oB SOT CHORD 2-28=6961359, 27-28=-6M359, 5-25=206I399, 24-25-13111651, 23-24=10521420, 6-31=11253, 2D-21=997/400, 19-20=2721954,18-19=272/954, 15-16=251N 150, 14-15=24811153 WEBS 3-28=174290, 3-25=-6681314, 6-20=.54511645, 7-20--438250, 9-20=-826261, 12-14=1312274, 5.24=511272, 6-24=25181811, 16-18=-272f8B9, 9-16=92288, 13a6=1109270 Structural wood sheathing directly applied or 4-10-13 oc purfins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 2-28,27-28 5-1-6 oc bracing: 20-21. 2-2-0 oc bracing: 25-27 10-M oc bracing: 21-23 1 Row at midpt 9.20, 6-24 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCOL=5.Opsf; BCDL=5.0psf; h=16R; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pointing. 4) All plates are MT20 plates unless otherwise Indicated. 5) This lass has been designed for a 10.0 psf bottom chord live load nonconarrrenlwith any other live loads. 6) Bearing at)olnt(s) 36 considers parallel to grain value using ANSVfP11 single to grain formula Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 24=868, LOAD CASE(S) Standard `N� g- - \CENSF�.1����i / PE 76051 ff - r *2 1�-A i o �COR10 N /�x jsS�0NA; E? o nUSS Inuss lype CRY Meadowoo02WAvalon Wl Avekn-West Indies A9 Rodepecial JPJY 1 1 Job Reference (optional) _. .. .. --`. ..• .• '...., - .--;:.-:--.-..ID:ZSys94471amni295MnafCoyODrxlvrkb3zW=TfAA58n1O8VJC0 aPs71f217xOv hu 2-0-a 59-15 1b50 1330 21-8-0 2a 6e266a 32-7-1 38b1 44-0-0 A66e ( fa a ss15 1 as-1sa-1 I s11-1 F s1-1�-bo 5ss = 6.00 F12 316 _ 7 6 US 415 4 5x8 4 3x5 C 3xB 46 10 5 W axe J US 4 11 2x4 3 W7 12 W t12 2xa 11 2 0 0 1RA RR B7= 0 27 2625 23 21 20 19 18 t7 16 75 46 = 2x4 It NOP2XSTP= 3xg= 316= 4x6= 3x5= 4x411 5x6= 3z5= 4x7= 4x5= 5x5= Dead Load Dell. = 318 in di NOP2X STP= 2x4 II 14Im4m 3 14 6 4x5 = Plate Offsets (XY)— [6.-0-2-13 0-2-81. f9 0-6-0,0-2-81 I19 0-4-0 0-7$. 1220-3-4 0-2-121 I23:0-2-8 03.01, ][24:0-2-0 Edoel I26:0-2-0,0-0-e1. )28:0-23,0.1-01, [30:0-2 3 D-1-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (roc) Ilde6 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Ved(LL) -029 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.66 15-17 >599 180 BCLL 0.0 Rep Stress Ina YES WB 0.84 Horz(CT) 0.05 13 n/a nha BCDL 10.0 Code FBC2017RPI2014 Matrix -MS Weight 291 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 `Except' BOT CHORD B2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 13=0-8-0 (min. 0-1-11), 23--0-8-0 (min. 0-3-8) Max Horz23--237(LC 7) Max Upldl3=-466(LC 9), 23=797(LC 8) Max Gwl3=1437(LC 18), 23=2977(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 23=304/877, 3-4=-503/1361, 4-5=-085/1486, 5-6=575/1754, 6-7=-6631396, 7-8=-002f379, 8.9=-5411325, 9-10=1110/460, 10-11=1853I691,11-12=20231676, 12-13=22501700 BOT CHORD 2-27=6951358, 26-27=-6951358, 5-24=2531479, 23-24=1321/661, 22-23=8811689, 6-22=-02/390,19-20=-818/665,18.19=01907,17-18=0/907,16-17=27111450, 1576=271N450, 13-15=492/1921 WEBS 3-27=-1721287, 3-24=672/321, 6-19=381/1528, 9-19=-983/374, 10-17=-7621412, 10-15=1371606,12-15-- 3,i6/266, 5-23=539/240, 6-23=2784f722, 9-17=195/680 Structural wood sheathing directly applied or 2-2.0 oc pudins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except 2-2-0 oc bracing: 24-26 64)-0 oc bracing: 20-22 1 Row at midpt 7-19. 9-19,10.17.6-23 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=S.Opst BCDL=S.Opsf,, h=16R, CaL II; Exp Q End., GCpFO.18: MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othervAse indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrem with any other live loads. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift atjoint(s) except (p=lb)13=766, 23=797. LOAD CASE(S) Standard PE 766 1ONAL-\\\\�\\ Joe SUSS NSS ype Mpa00,roo0260AvabnW Avalw-West Innies A10 ROof Speasl 1 1 Job Reference optional) 294 Sx5 = 6.00 12 7 9.7 Dead lead Deft. - 318 in 4x5= 2x411 SX8 4x6- 3xs 3x5= 2x411 4x5= 316 = &BA of C3 2a4-0 ,�13-0&_2k9.44 3-1113 44-M 1 ME 12 Plate Otfsets (X Y)— r110-2-0 at-8t r8:03-0 Edeet (9:a3-0 Edce] tt0.0$8 a3dt rtaaz-0 at-8t F18:04-0az 12t r2o a2-0 at-0t r22 &23 0-1-0t LOADING(psf) SPACING- 2-0-0 CSi. DEFL in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.96 Vert(LL) -0.38 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.95 Vert(CT) -0.8016-18 >515 180 BCLL 0.0 Rep Stress Ina YES WB 0.96 Hom(CT) 0.06 11 nfa n/a BCDL 10.0 Code FBC2017/rP12014 Matm-MS Weight 264@ FT=20% LUMBER - TOP CHORD 2x4 SP No2 80T CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied a 2-2-0 oc bracing. WEBS 1 Row at midpt 9-16, 1a15 2 Rows at 1/3 pts 6-18 REACTIONS. (size) 18=0-11-5 (min. 035), 11=0-8.0 (min, 0-1-13) Max Horz1S=237(LC 6) Mate Uplift18=776(LC 8), 11=489(LC 9) Max Grav18=2791(LC 1). 11-1529(LC 18) FORCES. (Ib) - Male Comp./Max. Ten. -All forces 250 (Ib) a less except when shown. TOP CHORD 23=2721815, 3-4=47811183, 4.5=45611334, 5E=42711339, 6-7=900/452, 7-8=-853/412, 8-9=7451316, 9-10=15581554, 10-11=2352/708 BOTCHORD 2-19=-652 6,18-19-6521326, 17-18-0/478, 16-17=01478.15-16=11411270, 14-15=469/1983, 13.14=469/1983,11-13=46811987 WEBS 3-18=-518285, S-18=398/292, 6-16=-1891791, 7-16=1701378, 9-16=882/431, 9.15=142/554, ta15=81514073 10-13=01353, 6-18=2402/565 NOTES- 1) Unbalanced mof Me toads have been considered forttds design. 2) Wind: ASCE 7,10; Vult=160mph (3-second gust) VSW=124mph; TCDL=S.Opsf, BCDL=5.OpsF h=16ft Cat 11; Exp C; End., GCpl=0.18; 3) Provde adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live lead noncencvment with any other We loads. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift atjoint(s) except at=lb)16-776, 11=489. LOAD CASE(S) Standard PE76� STAT'Et*"/ JZ �iO,c•`: GORID : �2�� �--- G SS1ONA'E0\ Nss ruse Type Meadoobeb 260 Avalmh Wl AvalxatWesilMies AtOA Rod6padd 1 1 Job Reference o Goral '--i'sauNcn Truss: F[ -FLr; 3t93L —`� 1 5_ Dead load Dell. =3116 in Us= 6.00r 6 IV le -- le m w _ dx6 = 2x411 3x6=3x6= Sze= 3x5= 2x4 11 415 4.5 = LOADING psi) TCLL 20.0 TCDL 15.0 SCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2O14 CSI. TC 0.86 BC 0.86 WB 0.78 Matrix -MS DEFL in (loc) Melt Ud Vert(LL) 0.15 16-18 >999 240 Ven(CT) -0.3315-16 >999 180 Horz(CT) 0.09 11 n/a Na PLATES GRIP MT20 2441190 MT20HS 1871143 Weight 255lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. T3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No2 WEBS 1 Raw at midpt 7-16, 9-15 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 - REACTIONS. ' (size) 19=0-115 (min.0J-0),11=0." (min.62-1) Max Hoiz19=237(LC 6) Max UpIi819=707(LC 8),11=536(LC 9) Max Grav19=2543(LC 1),11=1766(LC 1) FORCES. (ib) - Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=356/969, 3-4=13301385, 45=1121/415, 5-6=1506/561, 6-7=14561523, 74=19011685, 8.9=2232/687, 9.10=26751830, 10-11=-2900/827 SOTCHORD 2-19=7591391,18-19=7591572,17-18=20511136,16-17=20511136, 15-16=277/1901, 14.15=59312489, 13-14=59312489, it-13=5932489 WEBS 3-19=2348/756, 3-18=4202047, 5-18=760261, 6-16=247!/69, 7-16=991/464, 8-15=941574, 9-15=-693i361, 9-13=01270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160niph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=5.0psi; h=168; Cat 11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nondoncument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (il--ib)19=707, 11=536. LOAD CASE(S) Standard M�BLl///��i// PE 7651 / 4 40R10 N ///;�SIONAL E \\\\ Q Imes, lype Meadoaoo4260Avabn Wl Avalo -West ledies At08 Roof Speeb] JUINY 1MY 1 1 Job Reference (optional) 4?kmmi gSMnmiCoy Dm-pk-„meumuse ab u,c. ....'._IR251's94Y?kmmi2g5MnorlCoyODrx-pk=6vIO:VWugbal6pdHYTiE1?ZOIChFP)s2aCY hq 2240 2-0-0 4414 zoo I a41a I I -2121 o2"ID0 2id5 I -a2z74��a' 12-0 aa 448E-0 42ao� 040 Dead Load Del = 31161n 2x6 II US 3x _ 6.00 12 6 87 3x5 Q 9 Sr5 = 3x5 4 5x5 = 5 10 3x6 6 3 1 3x6 Q 4 W axia 6 Wdi. 12 3 13 0 NOP2XSTP= 2x4 II 2 11 2 2x4 II R. 1 111 214 T� d 15 23 22 21 20 19 18 17 16 4x5= 2x411 3x12= 3x6= 318= US= 3x8= 2x411 4x6 3,11 = 444 4-9.14 13-2-15 26d-0 21-9-0 27L11 32-0-n .3464r1. 3a2.0 . 4d-l1-11 Odd O-MO 8-57 7.1.1 5-10-0 4-6-0 2-" 389 65-7 Plate Offsets MY>-13:0-3-12.0-1-81. 16:0-3-00-2-0118:0.4-00-2A1 01:0-2-80-2-41112'0-2-20-1-81114.0-570-0-141 r24'0.2-30-1-01 126'0-2-30-1-M LOADING(psf) SPACING- .24)-0 CSI. DEFL. in got) Ildell LJd PLATES GRIP TCLL 20.0 Plate Grip DOL - 1.25 TC 0.93 Vert(LL) 0.16 19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.76 Vert(CT) -0.35 20-22 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.86 Hmz(CT) 0.09 14 We n1a BCDL 10.0 Code FBC2017JTP12014 Matrix -MS Weight 281 lb FT=20°% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* B3:2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 REACTIONS. ' (size) 23=6-115 (min. 0-2-14), 14--0." (min. 0-1-9) Max Hom23=231(1-C 6) Max Upli623=-066(LC 8), 14=557(LC 9) Max Gmv23=2416(LC 1), 14=1894(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid tailing directly applied or 6-0-0 oe bracing. WEBS 1Raw at midpt 5-20.9-20 FORCES. (Ib) - Max. CompdMax. Ten. - Ali forces 250 (lb) or less except when shown. TOP CHORD 2.9=3051723, 3-1=19211471, 45=17951491, 5E=18301600, 89=17651590, 9-10=23111734,10.11=230lf753,11-12=26461774,12-13=-26591745,13.14=3194%882, 6.7=15111576, 7-8=1511t576 BOT CHORD 2-23=556M19, 22-23=5561515, 21-22=-35811606, 20-21=35811606,19-20=27612049, 1a19=40472372,17.18=40412372,16-17=65712762,14-16=-05212762 WEBS 3-23=22561733, 3-22--464MM, 5.22=4991229, 7-20=-32811008, 9-20=9641449, 9-19=228f709, 10-19=7151307, 11-17=142f786,13-17=554296,10-17=-397/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu6=160mph (3•ssoond gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opst h=16ft; Cat II; Exp C; End., GCpi=O.18; MWFRS (envelope); gmilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load Lwnconourtent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oird(s) except at -lb) 23=666, 14=557. LOAD CASE(S) Standard PE 7fi051 STAT"'��qii LOR)o.�'G\�� SIONAL job InISS I mss type QW Mradmwo MArdlonwn Avalao-Weal Indies All RaMSpedal jV1Y 1 1 Job Reference (optionall 5x5 = 5x7 = 6.60 12 6 7 . 3x5' 3-5G 4 6 SxS= us G 5 5x5 - 3 Dead Load Deft. = 3/16 in 1 20 19 18 17 11 151 1� u„ � NOP2X STP= 3x3 3x6= 3x5= 3x5=11 4x5= 3x4 7/ 3,6 = 2x4 it 2x4 It 2x4 II 2x4 11 2t4 11 2x4 II 3x8 = 2x4 II 1 2x4 11 4-0-0 4yk0 11-8-0 19-0-0 21-5-0 24-0-0 29-2-U 30-9-0 34-0-0 36-e-0 4311-0 44-SO 9�11 I I.AJ, t 7�J, I-w3I1 I- A_�M 4_9�2—M 17_011 I 7_7� Plate Offsets (XY1- 131044&A-8t 16:0-2-6 024t 17:0-54,43-2a1 [10 0-2-8 0-2-4t f23:0-2-3 0-"] rz5.6-2-3at-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.16 16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.3615-16 >999 180 SCLL 0.0 Rep Stress Inc YES WB 0.86 Horz(CT) 0.13 12 n/a nla BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 326 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 `Except- BOT CHORD F2•. 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEBS JOINTS REACTIONS. (sae) 22=0-8-0 (min. 0-2-13),12=0-6-0 (min. (1-24) Max Horz22=211(LC 7) Max UpIi822--039(LC 8), 12=-551(LC 9) Max G2v22=2380(LC 1), 12=1929(LC 1) FORCES. (lb) - Max. Comp.lMax Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 23=308/844, 34-1926/447, 45-17451473, 5-6=1973/587, 6-7=1674/541, 7-8-21021642, 8-9=2611/761, 9-10=2510/760,10-11=2855/846,11-12=3199/846 BOT CHORD 2-22=-661/381; 21-22=2271798, 20-21=�SW1709,19-20=-35011709, 18-19=19211819, 17-18=3752318,16-17=335I2318,15-16= 4892661, 14.15=59412742, 12-14-5942742 WEBS 3-21-16211089, 5-21=-4481176, 6-19-1321495, 7-18=2941637, 8-18=905/412, 8-16-1901644, 946=444288, 9-15=7231182, 10-15=37511167, 3-22--2585f779, 11-15=483275, 7-19=417/176 Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-0-0 oc bracing. Except 7-8-0 oc bracing: 12-14 743-0ocirmcing: 14-15 8-64) cc bracing: 15-16 1 Row at midpt 5-1% 8-18, 7-19 1 Brace at Jt(s): 14,16 NOTES. 1) Unbalanced roof Me loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=S.Opsf; h=161q Cat II; Exp C; End., GCpi=9.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) PrWde adequate drainage to prevent water pondng. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (PIb) 22-839, 12=551. LOAD CASE(S) Standard PE76A 9), 1 �COR1D �� q �\` �l 6.00 F12 3x9 = 5x5 = 1. 3x6= 318= 3xa = JOD I m59 I ype Meadoevod260Avabn Wl Avabn-West lndim Al2 Roo/Spedal 1 7 Job Reference (optional) 4x5= NOP2X STP= 2x4 II 17 16 15 14 3x4 II 5xl2 = 3A = 3x5 If 315 = Dead toad Del =114In* 4x5 Q 13 LOADING(pst) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina YES Code FBC2017?PI2014 CST. TC 0.59 BC 0.86 WB 0.86 Matrix -MS DEFL in (loc) Well Ltd Vert(LL) -0.19 19-20 >999 240 Vert(CT) -0.46 19-20 >999 180 Horz(CT) 0.13 14 We nla PLATES GRIP MT20 244/190 Weighb3141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc puriins, except BOT CHORD 2x4 SP No.2 *Except* end verticals. B3: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-19, 9-19, 10-16, 7-20 OTHERS 2x4 SP No.3 REACTIONS. (size) 14--Mechanical, 23=0-8-0 (min. 0-2-13) Max Horz23=200(LC 8) Max Uplift4=-070(LC 9). 23=620(LC 8) Max Grav,14=1768(LC 1), 23=2383(LC 1) FORCES. Qb) - Max. CcmpAAax.Ten. - All forces 250(Ib) or less except when shown. TOP CHORD 2-3=288l/(19, 3-4=18331394, 45=16541411, 5-6-20141507, 6-7=17091493, 7-8=20061623, 8-9=2309/647, 9-10=28071772,10-11=19681620,11.12=2134/626, 12-13-1901/515,13-14=-1719/488 BOT CHORD 2-23--56lt306, 22-23--5611432. 21-22--33911654, 20-21=-339/1554,19-20=33011947, 18.19=A352493, 9-18=1761568, 15-16=39611637 WEBS 3-23=2240/667, 3-22=-46412255, 5-22=-680225, 5-20=137I265, 6-20=111/526, 8-19=1561706, 9-19=-8421399, 16-18=-46612239,10-18=1031764,10-16=18611424, 11-16=1871730,7-20=597r263,12-15=-6461231,12-16=-681294,13-15=A1611757 NOTES- 1) Unbalanced mW live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsG BCDL=S.Opsf•, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates ere MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconeurrent with any other live loads. 6) Refer to girder(s) for thus to thus connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable W withstanding 100 lb uplift atjoint(s) except Qt=lb)14=470, 23=620. LOAD CASE(S) Standard = r PE 7Qp51 1 Job truss Inuss lype Meadowood2 Avabn Wl AvWm West Wies A13 Roc1t; W 1 t Job Reference Lopgonsift 6.00 [T 3x6 G 3.8 G 5 2x4 II e 3 2x4 II 2 1) 4x5= NOP2x MP= 3x7 = Dead Load Deb. - 5116 in* 5x5 2x4 II 5x5 = 6 7 a 3x4 11 9 M= 5x5 = t 11 3x4 II 1 12 19 18 16 5 3 jq 'jdN 3x5= 3x6= 17 3x8 = r 15 14 13 3x4 II 4x10 = _ 5x5 = dd-0 4-a-0 121 ( 27-8-0 I 30.9-0 363-0 448-0 � Ann nos ass aes ass � t��s ( a.ns I Plate Offsets(XYt- 15:0.1-8 0.181 16:0.2-80-2-01[8:0.2-80.241 rN:0-3-0.0.2-01.113:0-2-80.2-12] 114:03-12.0.2-01 (16:0-2-120.3.41.120:0-2-00.1-e] 121:0-2-3.04-01 LOADING(psf) SPACING- 241-0 CSI. DEFL in (fee) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.78 Vert(LL) -0.18 16-17 >999 240 M720 2441190 TCDL 15.0 Lumber DOL 125 BC 0.74 Vert(CT) -0.4716-17 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(CT) 0.14 13 Na We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 292 lb FT=20-A LUMBER - TOP CHORD 2x4 SP No2 SOT CHORD 2x4 SP Ne2-acepe 63: 2x4 SP No.3, B2 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=041-0 (min. 0-2-13),13=Medranical Max Horz20=182(LC 8) Max Upli028=-598(LC 8), 13=452(LC 9) Max Gmv2D=2383(LC 1), 13=1768(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc pudins, except end verticals. BOT CHORD Rigid wiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 6-19, 10-14,11-13 FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=265,7119, 34=1301562, 45=109/7l 1, 5b=18961486, 6-7=22581611, 74=2258I611, 8-9=28291835, 9-10=2856R13,10-11=-20051584,12-13=2751189 BOT CHORD 2-20=-563l319, 19-20= 36411404, 18-19=37311692, 17-18=37311692, 16-17=-3632184, 9-16=-344264, 13.14=38611764 WEBS 3-20=366260, 5-20=2706/571, 5-19=97/466, 6-19=-2561183, 6-17=-282f918, 7-17=5391311, B-17-144285, 8.16=3841942,14-16=4412151,10-16=119/512, 10-14=16661383,11-14-172/1149,11-13=21901456 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7.10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL-5.0psf; h=16ft; CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater pending. 4) All plates ere MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord five load noncencurrent with any other Me loads. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable of Withstanding 100lb uplift atjoint(s) except at -lb) 20=598, 13=452. LOAD CASE(S) Standard \\W �BLs-qt�/ � � GENS���.//i / PE7651 = 1 .2�: im runs imss type - Meadcwood260AvuMM Ard vv t Indies A14 Roots 1 1 Job Referents Optionall - "''"" '""id-' "'°' ' '" • "'-ID25Vs9447lanmi2g5MnadCoyODrz-hWDakid7a6Al2MOas71354ugl7dhyd2bJngrWZE hm :M rri2g Mo.rlronw -hWD6Al2MO.- ,DD 4ugO „d2bJn rtLJZE 159-15 30dO 5&�2 351-013242riW61-1 22-01 ] I -010 -5 11- ] I ] Dead Lead Deb. =318 in' 2x4 11 5x8 = 6A0 t2 � 3x6= 315= 5x8= 4 5 6 8 5xs i 4 4x5 C as = 3 W 9 sxe= 46= 1 Sx5= NOP STP= 12 13 2x4 II 2 HIM 6 9 i 25 II 24 23 22 21 20 19 1 416 4x6= 3x8= 3x5= 3,5= a 2x4 II 2h4 11 2x4 11 34= 416= 17 16 15 14 2x411 2i411 3x411 4x10= 44=3411 6 9 10-701&9-15 2=l a0-0-0 36-3-0 42 1130-0 ( 9-1D-0 2-Sa 59.15 138-8-0 ( j 1 ( S53 59-15 511-0 3-99 Plate Offsets OC Y)- [2:05-11,0.0-14], [3:0-2.8,03-0], [4:0-6-0,0-2.8], [S:DE-40.2-8j, [11:0.2.8,0.2-4), [13:0-2-8,0-1-8], [14:0-2-12,U-1-8j, I75:0-1-12,0.1-Bj, I16:0-0-0,0-1.8], fl8:0-60:0-4-81 126.0.23 0-1-01 LOADING(W SPACING- 24y0 CSt. DEFL in floc) Odeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.95 Vert(LL) -027 20-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 SC 0.97 Vert(CT) -0.62 20.22 >863 180 BCLL 0.0 Rep Stress Inc YES WB 0.85 Horz(CT) 0.32 14 n/a n1a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Weight 3221b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No2 -Except- BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B1: 2x4 SP M 31. B4,F2:2x4 SP No.3 WEBS 1 Row at midpt 7-22, 9-19,10-16 WEBS 2x4 SP No.3•Fxcept• JOINTS 1 Brace at Jigs): 25 W7: 2x4 SP No2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 14--Mechanical, 2=0-8-0 (min. 0-1-13) Max Horz2=196(LC 8) Max UpI1814=470(LC 9), 2=517(LC 8) Max Grav14 2000(LC 1), 2=2151(LC 1) FORCES. (lb)- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=37laM32, 3-4=3186I805, 45=-326&886, 5-0=32681886, 57=3269/886, 7-8=33171886, 8-9�3M/824, 9.10=4261f989,10-11=2178/527, 11-12=1285/329, 12-13=1105f251, 13-14=19641467 BOT CHORD 2-25=-813f3222, 24.25=-81513220, 23-24=-8151d220, 22-23= 672t2765, 21.22=77213317, 20-21=77213317,19-20=5832912, 18-19--83013876, 9-18=911598,15.16�39811802 WEBS 3-23=545r3lZ 4-23=1001466, 4-22=-3261876, 522=-425/245, 7-20=457279, &20=296,750, 8-19=137/614, 9.19=1132I440,16-18=-62713000,10.18=4852227, 10-16=33891748, it-16=30311486,11.15=1341291,12-15=681230, 13-15=4922171 NOTES- 1) Unbalanced roof five leads have been considered for Oft design. 2) Wind: ASCE 7.10; Vutt=160mph (3second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.OpsF, h=1M Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads: 8) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift stjoint(s) except Qt=1b)14=470, PE76 51 t I IAO l 0 R[D �0'�� LOAD CASE(S) Standard L Job NSS Iruss type Uty Ply Areado 260Avaba Wl Avalm West Indies A15 RaOIspadal 1 1 _ _ _Job Reference (optlaal . _ - rL ra rs.. aaxa� Sxe = 4 6.00 12 3x5 4 3 NOP2XSfP= 2.41 2X4 11 2x4 11 2x4 II 2x411 3x6= 5 6 315 - 54 = 7 9 1e 17 16 3x5 = 315 = 6.6 WB= Dead lead Dee. = 3M In 4x5 1 s 6xe 3x4 II = 10 11 14 13 12 3x4 11 bx5 = 5x5 = 48A W 10-7-0 18-7.15 252-1 32-0-0 3G30 39-1A 448-0 d-9�1 47 :7 f 411-9 1 7615 1 7-0-3 1 7-1.15 ~ 3-11-0 12-1. Plate Offsets (X.YF f2:04)-3.0-0-141 14:0.5.8 0.241 18:0£-0 0.2-81. 110:0-5-B 0-3-01 f12:0.2-8,0.2-121 (13:0-2-0,0.1-121. I15:0-8-8,0-0-0L (19:0.2-12.0.1.81 f23:0-2-3 0-1-01 LOADING(psf) SPACING- 2.0-0 CSI. DEFL in Coo) Ildell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.31 17.19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.95 Vert(CT) -0.6617.19 >814 180 BCLL 0.0 Rep Stress Inc YES WB 0.79 Horz(CT) 0.32 12 nla nla BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weighb3001b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD T2,T3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except- BOT CHORD B1: 2x4 SP M 31. B4,F2 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 *Except' JOINTS W7:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left, 2x4 SP No.3 REACTIONS. (size) 12-Mechanical. 2--0.8-0 (min. 0.1-13) Max Hcrz2=210(LC 8) MM UPI8t12---472(LC 5), 2--514(LC 5) Max Gmvl2=2000(LC 1), 2-2151(LC 1) FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=3725/926, 3-4=33531919. 45=382WI123, 58=3825/1123, 6.7=382511123, 7-8=a897n195, 8-9=ass61942, 9-19-a24utOu BOT CHORD 2-22=905r M. 21-22=90513238, 26-21=8=2932,19-20=-86412932, 18-19=105a/3897, 17-18=105013697,16-17=75313137,15-16=913/J779, 9-15=137/655, 12-13=517/2223 WEBS 3.21=390249, 421-=-60/418, 4-19=-442/1236, 5-19--525/302, 7-17=-6341318, 8-17=.994/10a5, 8.16=1241593, 9-16=-8681317,1315=645/2770,10-15=47811891, 16-13=156v445,16-12=2810/656 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid calling directly applied or 2-2-0 oc bracing. 1 Row at micipt 7-19,10-12 1 Brace at Jt(s): 22 NOTES- 1) Unbalanced roof 1'we loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.OpsF h=1611; Cat. 11; Exit 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconctment with any other live loads, 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical conneclon (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)12=472. 2s14. lilt BL �XGENSF�.�� 1 PE76 1 r( LOAD CASES) Standard ��0�� CORID i zi �-Z (, Job Imes Inuss lype Meadaaood 260 Avalon WI Avalo West Indies A78 %aspatlal juty jely 1 1 Job Reference lwtionell 14-11 4-8-4 941-0 -7 M 2-0-0 a312 i11-7 sxa = 3x5 = 6.00 12 4 5 TV 2x4 C i - 3 r�e�jll NOM SIP= 2x4 II 2 at 1 20 19 4x6= 2x4 It 4x6= 315- 2x4 11 21411 2x4 11 201 11 2.411 - 2x4 II 315 = 3.6 = 3x4 II R . P Sx9 = 9 15 1413 4xl2= bx6= 2x4 II Dead two Dan. =7/16 in 12 5x5 = LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 125 Rep Stress Ina YES Code FBC2017/rPi2014 CSL TC 0.93 BC 0.81 WB 1.00 Matrix -MS DEFL in (loc) [/dell L/d Vert(LL) 0.41 17-18 >999 240 Vert(CT) -0.7917-18 >679 180 Horz(CT) 026 12 n1a n/a PLATES MT20 Weight: 305 lb GRIP 2441190 FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 `Except- TOP CHORD Structural wood sheathing directly applied, except end verticals. T3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except- 7-M cc bracing: 2-21 Bl,B2: 2x4 SP M 31. B3,F2:2x4 SP No.3 WEBS 1 Row at midpt 0-17 WEBS 2x4 SP No.3 2 Rows at 1/3 pis 10-12 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. (size) 12=Mechanicel, 2=0-8-0 (min. 0-1-13) Max Horz2-223(LC 8) Max Upl1M2=586(LC 5), 2--564(LC 5) Max Gmvl2=2000(LC 1), 2=2151(LC 1) FORCES. Qb) - Max CompJMax Ten. - All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-3746MG68, 3-0=346611020, 4-5=4262M352, 5-6=4741/1487, 6-7�4fi08/1443, 7-8=-460811443, 8-9--0603/1449, 9-10=27011782,11-12-258/146 BOT CHORD 2-21=1028/3256, 20-21-92313061,19-20-9=061, 18-19=1330/4262, 17-18=146414741, 8-17=531l307,14-15=-66912359,13-14=-66=359, 12-13--6682361 WEBS 3-21=255230, 4-21=16/343, 4.19=566/1587, 5-19=A72/393, 5-18=213/671, 6-18=2901198, 9.17=88012619, 9.15=-5891271,16-17=-6i9212366, 10-12=2860/805 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vulta160mph (3s nd gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16f; Cat 11; EV C; End.. GCpi=0.18; MWFRS (envelope); Lumber DOL=160 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panding. 4) All plates are MT20 plates undess otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconalrrent with any other live loads. 6) Refer to girders) for truss to buss connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except Qt--Ib)12=586. 2=564. LOAD CASE(S) Standard 1 PE76o P40 Q� G\=�/\ ////�-sIUNPJ-E \\\\ Inuss lype Qty PrY r4radowood26e Av Nn Avakm Wmn lies A17 Ran Nip 1 1 Job Reference a Ronal i SauNem Tnz, rt Pmnc FL, 34951 RiaxR a Mat 92al9 PMta9a6Maf 92al9 haTPJr N4e51nea, NlC lue 211/:!L- [e19Y el . _....sa.. ID2Sfs944?kmmi2gZ%r. oyODria65NNIdul17rvg79YFamU1 FciQNCITa h7. oa3 ,tl-7 2Z-13 296-14 37-0-9 448-0 2-0-0638 7-]d 7 11 7- 711 j 6.00 12 OP NOPD(SiP- 2x4 11 2 3 1 M-M 2x4 11 5 3x5 = 3x6= 3x5= 6 7 T3 6 Dead Load Deft. -Sn6In' 316 = 418 = 3x4 11 g 10 11 4x5 = 4x5= 20 19 16 77 16 1514 13 12 3x411 3x6- US WB= 3v5= 315= 2x411 5,5= 342 = 4x6 = 14-7.7 7-7-7 1 S31 4151 1 781N I— 47 -T 7 . r 4 N Plate Offsets MY1- 13:0-142 04-81, f4:0-&0 0-2-01 I10.0-2-0.0-1-81 f12:0-2-0 0.2-121 114:0-2-0 0-1-81. 118:D-5-12.0-1.87. f19:0-2-0 0-1$ 121:0-24.04-01 f22:0-2.3 G4:Pj LOADING(psf) SPACING- 240-0 CSI. DEFL. in Owl Ildell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.88 Vert(LL) 0.30 16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.5614-16 >928 180 - BCLL 0.0 Rep Stress Ina YES WB 0.98 Harz(CT) 0.10 12 Na We BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight 270 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 •Except• TOP CHORD Structural wood sheathing directly applied, except end verticals. T2 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. SOT CHORD 2x4 SP No2 •Except• WEBS 1 Row at Wdpt 4-18. 6-18 B2: 2x4 SP No.3 2 Rows at 113 pis 10-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size), 12--Mechanlcal, 2=0-8-0 (min. 0-2.9), 21=0-8-0 (min. 0-2.9), 2-0-M (min. 0-2-9) Max Horz2=217(LC 8) - Max Upli012--649(LC 5), 2=199((-C 1). 21=864(LC 5), 2=-199(LC 1) Max Gmvl2=1964(LC 1), 2=241(LC 5), 21=2397(LC 1) FORCES. Qb) - Max. CompJMm. Ten. - All forms 250 (ib) or less except when shaven. TOP CHORD 2-3=482I597, 3-0=21281600, 4S=-326811076, 5b=326811076, 6-7=3784N251, 74 8=3794/1251, 8-9=3424/1135, 9-10=-3424/1135 BOT CHORD 2-21=467/193, 3.21=23251870, 18-19=56711769, 17-18=12511d784,16-17=125113784, 15-16=113513424,14-15=113513424,13-14=73lr2202, 12-13=731/2202 WEBS - 3-19-6582022, 4-19=-6261326, 4-18=-65711848, 5-18=5651329, 6-18=-049/232, 8-16=146/452, 8-14=785/3BO. lO-14=508/1537,10-13==24, 10-12=27361908 NOTES 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=S.Opsf; h=1611; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prmmntwater ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 par bottom Chord gwe load nummncunrent with any other live 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 100 lb uplift atjoim(s) except Qt=lb)12=649, 2-199, 21=864, 2=199. LOAD CASE(S) Standard it PE 76P51 job Ns5 Imes Iype Qty Mead w 260Av Wl AvalpWest Indies Ala jPfy Half Hip 1 1 Job Reference foDthonall SOW,em Truss, R Plum, FL, 9C951. - Hun: aD:26 s944?k 1 m!2g5 tlmyiC Mar s [ aHT7a x lnousmT m¢ iee n EzPZn Ip4U4z n , ID:25Ys94471mmii295MnodCoyOOnc-aHT/a3gWelhTX ILSz510w ObFiPZrtvilp4lMz Dtd 6&8 -241-0 5-0-0 134)4 *0. 5 28-9-4 38-7-12 448-9 2-00 438 8-04 7-168 7-108 7-108 8U-0 6.00 12 G 4x5 N 4x5 STP= 214 II z 3 1 4x5 = 5x9 = Dead Load Deff.-3181n' 2x4 11 WO = 2M II 3x6 = 4x9 = 3x4 11 5 8 7 8 9 10 4x.5 = 18 17 3x411 3x5= 16 I5 14 13 12 11 419= 4111 MT20HS= 2x411 5xl2Mf20HS= 2x4 11 5,5= 0 LOADING(psf) SPACING- 240-0 CSL DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.67 Vert(LL) 0.36 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.94 Vert(CT)-0.6713-14 >777 180 MUMS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.96 Horz(CT) 0.09 11 We n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 255 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 -Excepr TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc puriins, except T1: 2x4 SP No.2 and vedicais. BOT CHORD 2x4 SP No2 *Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2: 2x4 SP No.3, B3,B4: 2x4 SP M 31 WEBS 1 Row at midpt 4-16. 6-16. 6-13 WEBS 2x4 SP No.3 *Except! 2 Rows at 113 pts - 9-11 ' W4: 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=1viechanicel, 2=0-8-0 (min. 0-2-9), 19=041.0 (min. 0-2.9), 2=0-8-0 (min. 0-2-9) Max Hom2=167(LC 8) Max Upliftl 1=-651 (LC 5), 2=212(LC 3). 19=804(LC 5). 2=167(1-C 1) Max Grav11=19W(LC 1), 2=155(LC 6). 19=2364(LC 1) FORCES. Qb) - Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2J=281/554, 3-4=-1814/531, 4.5=-3704/1232, 6-6 -370411232, 6-7=-026311418, 7-8=427511424, 8-9=-427511424 BOT CHORD 2-19=492/155, 3-19=22131765, 16-17=49311531, 15-16=151914570,14-15=151914570, 13-14=1520/4566, 12-13=-929f2788, 11-12=929/2788 WEBS 3-17=63611960, 4-17=-070/394, 4.16=-867/2519, 5.16=607/349, 6-16=10051340, 6-14=01311, 6-13=-3561120, 7-13=5361306, 0-13=57511727, 9-12=01342, 9-11=3204M069 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gripPOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indigted. 4) This truss has been designed for a 10.D Pat bottom chord live load nonconcurrent with any other live 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 100111 uplift atjoird(s) except (It=lb)11=651, 2=212, 19=804, 2=212 LOAD CASES) Standard M!BL„/�//�ij 1, PE 76051 COR1D jou truss Iruss type Y Meadamod260Avalon Wl Avalon -West lMies A19 Helf Hip 1 t Job Reference (optional) SoWthm T". FL Pleea, FL, 3A951 Ruwa2306Mar920191'rmt a23Os Mw92019MITeklMUSMMIna Tue May2117.22 2a1a et - .r ......,. = ID:25Ys9447lanmi2g5MnodCoyODM-2TlVoPg8Prp;197HXfOCEZ8bYXe e a6 e -2-M 23 0-0-" 16d8 161t-4 23100 80-E-12 is - 1 448-0 2 238 7-08 610.12 6-10-12 619-12 610.12 ]-08 Dead two Deft - 9M6 in' 6.00 12 12 418 = 22 21 20 19 19 17 78 15 14 13 3.4 II 3x7 = 4x10 = SxtO MT20HS WB= 3.8 = 2x4 II bx10 = 3.5 It 4x10 MUM= 19 N LOADING(psl) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 125 Lumber DOL 125 Rep Stress Ina YES Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.80 WS 0.80 Matrix -MS DEFL in (toe) Vdefl Ltd Ved(LL) 0.52 17-18 >999 240 Vert(C'f) -0.9517-18 >551 180 Horz(CT) 0.05 13 n1a n/a PLATES MT20 MT20HS - Weight2511b GRIP 2441190 1871143 FT=20k LUMBER- BRACING - TOP CHORD 20 SP M 31'Fxcept- TOP CHORD Structural wood sheathing directly applied or 2A 1-4 oc pudins, except Tt: 2x4 SP No2 end verticals. BOT CHORD 24 SP M 31 'FxcepC BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. B1,B2: 2x4 SP No.2 WEBS 1 Row at midpt 4-20, 6-20, 9-14,12-14 WEBS 2x4 SP No.3 *Except* W3:2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13--Mechanical, 2=0-8-0 (min. 0-2-10), 23=0-8-0 (min. 0-2-10), 2=0-8-0 (min. 0-2-10) Max Horz2=117(LC 8) Max Uplift13=650(LC 5), 2=544(LC 3), 23=913(LC 5), 2=540(LC 1) Max Gmvl3=1948(LC 1), 2=235(LC 5). 23=2745(LC 1) FORCES. (lb) - Max. Comp./Max. Ten.- All forces 250 01b) or less except when shown. TOP CHORD 2-3=-3551976, 3-4=11741351, 45=-3781/1264, M=3781N264, 6-7=575711922, 748=5757/1922, 8-9=5757/1922, 9-10=31461105D, 10-11=314611050, 11-12=-314611050,12-13=18801676 BOT CHORD 2-23=-847274, 3-23=25251828, 2G-21=3051940,19-20=178115335, 18-19=1781/5335, 17-18=178115335, 16-17=167515017,1516=167515017,14-15=167515017 WEBS 3-21�60211844, 4.21=12141493, 4.20=1087/3211, 5-20=5291303, 6-20=17641588, 6-18=0275, 6-17=1621479, 8-17=487279, 9-17=280/840, 9-15=0270, 9-14=21241110,11-14=521/300,12-14=11761J524 NOTES- 1) Wind; ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psF, h=1sit Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) At plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrenl with any other live loads. 5) Refer to girder(s) for buss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift atjoint(s) except at=lb)13=650. 2=544,23=913,2=544. LOAD CASE(S) Standard 7 i 1 PE 76051 fi �GORID %2 �\\\ /////; '310NPJ-��G� Joe Inuss 1russ lypo Meado=mdMAWMWl AWa We buses AMHALFHIPGIRD6t t 1 Job Reference (optional) .bWlmnln6s,rc rlerm.rL.:He31 much srum aNlarmmca.[:wsn+ar a(ererA, Bx x1aLLSNex, me lYe nli:fL' tu,n -- - ID25Ys9447kmmi2g5MnodCoyODrx_s8GC5iOxG31ORRwn58e7gwu C G-I M o-1t4 2 8 83-0 itad 17-1� 2311-8 308-10 37.7.11 244-7-8 -08 71 53-6 SS4 554 6-741 61P1 8- 61 B-11-13 Dead Load Dee. =114 in 6.00 12 5x5 = 3x411 2x4 II 2 3 25 26 2x4 II 27 428 _ 4x6= 29 630 Sx10MT20HSWB= 31 326 7 33 5x14= 34 2x411 3x6= 36 37 935 10 4x9= 39 t 40 41 3x4= 42 4312 j d � t 22 44 45 46 21 47 48 49 20 50 51 19 IS 52 53 54 55 1756 57 16 15 58 59 60 14 61 62 63 13 NOP2X STP= 3x8= 2x411 3x6= 2x411 316=0x12 2x411 5x6 3x5 = 5x14 = LOADING(psf) SPACING- 2-0-0 CSL DEFL. in poc) 0defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.73 Verl(LL) 026 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.88 Vert(CT) •0.4614-15 >712 160 MT20HS 187/143 SCLL 0.0 Rep Stress Ina NO WB 0.90 Horz(CT) 0.08 13 nla n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 239 lb Fir =20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc pudins, except T1: 2x4 SP No.2 and verticals. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. S3:2c4 SP M 31 WEBS 1Rew at midpt 5-18,8.18 WEBS 2x4 SP No.3 `Except' 2 Rows at 113 pts 11-13 W5: 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechanicel,18=G-11-0 (min.0-5-0),22=0-7-8 (min.0-1-8) Max Hoa22=66(LC 8) Max Upiif113=-629(LC 4), 18=1593(LC 5), 22=J30(LC 4) Max Gmvl3=1694(LC 1), 18=4251(LC 1), 22=933(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-25=7851311, 2526=785/311, 26-27=785I311, 4-27=7851311, 4-28=7851311, - 28-29=785/311, 29-3(1=785MI I, 5-30=785/311, 5-31=119113184, 31-32=119 W 184, 632=1191/3184, 6-7=119113184, 7.33=1191/3184, 33-34=-1191/3184, 34-35=119113184, a-35=1191/3184, 8-36=3730/1387, 3fi-37=3730113B7, 37.38=�73011387,9.38=-373011387,9-10=-373011387, 1G-39=-373011387, 3940--3730/1387, 1140=373011387,12-13=3031154, 2-22- 314198 BOT CHORD 2147=4711166, 4748=471I166, 4849=-4711166, 20-49=4711166, 2050= 4711166; 50.51=471/166, 194i1=471M66, IM2=-471/166,1852--4711166,1853=589I1578, 53-54=589/1578,54-55=-589/1578,17-55=58911578,17-56=58911578, ' 56-57=-589/1578, 16.57=589/1578, 15.16=58911578,15.58=1237/3311, 5&59=1237/3311, 594)0=1237r4l l.14-00=1237/3311,1451=123713311, 6152=1237/3311, 6253=1297/3311,1353=1237/3311 WEBS 3-21=207/668, 4-21=552/442, 5-21=530/1404, 5-20=0/316, 5-18=3030/1148, 7-18=•7231475, 8.18=512211912, 8-17=01459, 815=4592313, 9-15=73V489, 11-15=161/451,11-14=0/487,11-13=345311291, 3-22=5961367 NOTES- 1) Wind: ASCE 7.10; VuIt=760mph (3-second gust) Vasd=124mph; TCDL=S.Opsf BCDL=5.Opsf, h=16ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Alf plates are MT20 plates unless otherMse indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable cf withstanding 100 lb uplift at)oint(s) except Gt=lb)1' 18=1593, 22=330. PE76� J� y Continued an page 2 S AT� ` /////�SS�ONA; E?G �\\ Truss mss type Meadmvood26OAvwWl AVa Wost Indies A20 HALF HIP GIRDER jQly JPIy 1 1 .lob Reference a tional swnnem rms4, rt Pb�.Fti aawny... _ rue *ZJUs mar aana rTarc u.zwamaramta con axrwusme^, ma. rue nrr-�, cares ae s `-` . "_ - ' ' --- ID:25Vs9441kmmi2g5MnodCoyODrx _s8GC5i0xG310RRvm56 CXLOG1k5 M NOTES- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb downand121 lb up at 1414. 80 to down and V1 lb up at 241-4. 80111 down and 121 lb up at 441-4, 801b dawn and 121 lb up at 6-84. 80 lb down and 121 Ib up at 8-8 4, 80 Ib down and 121 Ile up at 10-8-4, 80 lb down and 121 Ib up at 12-8-4, 80 Ib down and 121 lb up at 1443-4, 80 Ib dawn and 121 lb up at 16-8 4, 80 lb down and 121 Ile up at 18a3A, 80 lb down and 121 It, up at 20-8-4, 80 lb down and 121 to up at 22414, 801b down and 121 lb up at 24-8.4, 80 lb down and 121111 up at 26-8-4, 80 lb down and 121 Ib up at 28-e-4, 80111 down and 121 lb up at 30-8-4, 801b dovm and 121 Ile up at 32414, 80 Ib down and 121 lb up at 34-8-0, 80 lb down and 121111 up at 36-8-4. 80 lb down and 121 Ib up at 38-8-4. and 80111 down and 121 Ib up at 40-8-4, and 80Ib down and 121 Ito up at 42-84 on top chord, and 55 lb down at 14-4, 55 lb doom at 24i4, 55 lb tlawn at 4b4,55lb down at 6414, 55 lb dawn at 8-8-4, 55 lb dawn at 10-8 4, 551b down at 12-8-4, 551b down at 14-04, 55Ib dawn at 1684, 551b doom at 18-84, 551h down at 20-84, 551b down at 2254, 55 @ down at 24-84, 551b down at 2&-8-4, 55 IE dawn at 28-&4, 55 Ibdown at 30-84, 551b down at 32.84, 551b down at 34-8-4, 55Ib down at 36-84, 551b down st 384", and 551b dawn at 40-84, and 55 lb down at 4248-4 on bottom chord. The designtselection of such connection device(s) is the responsibi iry of others. 8) In the LOAD CASE(S) section, loads applied to the few of the truss are noted as front (F) or bark (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 UnIform Loads (plf) Vert 1-2=70, 2.3=70, 3-12=70, 13-22=20 Concentrated Loads (Ib) Verb 6=-80(B) 9--80(B)15=44(B)10=80(B)16=-44(B) 25=80(B) 26=80(B) 27=80(B) 28=80(B) 29=-80(B) 30=-60(B) 31=-80(B) 32=-80(8) 33=80(8) 34=-W(B) 35=81)(e)36=-00(8)37=80(B)38--80(B)39=-80(8)40=80M)41=-80(121)42=-80(B)43=80(13)44=44(B)45=-44(0)46=-44(B)47=44(8)48 44(B)49--44(B) 50=-44(8) 51=A4(B) 62--44(B) 53=44(B) 54=44(B) 55=44(B) 56=44(B) 57=44(a) 58=44(B) 59=-44(8) 60=44(B) 61=44(B) 62=44(B) 63=44(8) i PE 76051 f 1 1 % iiIt- N-T i %SSfON A1 E�C� �\` Joe nus iruss type uly Ply Mwd0Wo0d260A1AMWl Avala %VW Indies 61 Common 10 1 Job Reference o 8onai .l'elMeln rnw, 1,P:lerrB,FL, 319J1_ 1te1C 1AZfns Mar n[ulnYlnC OLtasmar alulam„bY,noum�e'uc ua meyc, ,i.rcco<u,a ra e, 25Ys94471unmi2g5MrrodCoyODrx-_seGCSiOxG310RRwn56eZg_CS43mNJLOG1k5 DM -2-00 S11.7 -' 11-8-0 17-4-9 23-" 25d0 247-0 1 5-11-7 1 54Y9 + r 1 511-7 Dead toad Defl.-118 in ' 414 = 1411 $ 3Y$— M4= Jx4= :P[4= .Mr_ 7-145 17-7-7 7V � 7-iG5 7-7-7 7-14$ Plate Offsets (X Y) - r2:G-1-7 0h21 16:0-1-7 0-0-21 111.423 D-0-81 [13,0-2- G-M] — -- -- LOADING(Psf) SPACING- 2.40 CSI. DEFL In (loc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Ved(LL) -0.08 8-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.20 S-10 >999 180 BCLL 0.0 Rep Stress Ina YES INS 0.21 Hom(CT) 0.05 6 n1a Na BCDL 10.0 Code FBC2017RP12014 Matrix -MS Weight'119113 FT=20% LUMBER. TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 20 SP No.3 OTHERS 20 SP No.3 WEDGE Left 2x4 SP No.3, Right 24 SP No.3 REACTIONS. (size) 2=046-0 (min. 0-1-8), 6=-8-0 (min. 0-1-8) Max Horz2=137(LC 7) Max Uplifl2=-346(LC 8), 6=-346(LC 9) Max Gmv2=t195(LC 1), 6=1 195(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2a=17471463, 3-0=1533I460, 4.5=15331460, 58=17471463 BOT CHORD 2-10= 41311481, 9-10=15711000, 8-9=157110D0, 6-8=28711481 WEBS 4-8--1921550, 5.8=3771286, 4-10=1921550, 3-10= 377Y286 BRACING - TOP CHORD Structural woad sheathing directly applied or4-1-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=5.0ps . BCDL=5.0psf, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plateslunless otherwise indicated. 4) This truss has been designed fora 10.0 psi bottom chord live bad nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100lb uplift atjoinl(s) except at --lb) 2=346. 6=346. LOAD CASES) Standard rvENSF`.�1 i PE 76051 = r N56 r1156 ype Meadavmd260 Avalon Wl AvalamWesl incites B2 �^ GWer 1 2 Job Refe2nce o tonal . Soeaimn Tnus, FL PWM FL, 34951 Ix Run: 6x8 MT20HS II Dead Load Defl.=1141n' 4x7 = 4x8 = 2.8 If Us = 7x12 MT20HS VIB= 74 = M II 6x12 MT20HSQ 10x10 = IN UT, W"'R 165-11' 1937 234-0 4�69 3311 3811 3-9-11 &9-11 4-0-9 wII a Plate Offsets (X,Y)- [2:04-O,Edgel,[2:0-4-0,0-1-111. [3:0-2-12,0-1-M, [4:0-14,0-1-121, (8:0-1-8,0-2-01. [8:a0-6,Edge1. [11:0-2-12,OL72], [14:0-2-8,0-4-12], [15:-8,0-1-M. 116:0-2-3,0-681.118:0-2-3,0-0-81 LOADING(psf) SPACING- 24)C CSI. DEPL in (lac) Odeft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.69 Vert(LL) 024 12-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.77 Vert(CT) -0.4612-14 >612 ISO MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.86 HOR(CT) 0.13 8 n1a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight. 323 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except W5:2x4 SP M 31, W3: 2x4 SP No.2 OTHERS 2x4 SP N0.3 WEDGE Left 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2-0-8.1 (min.04-7), 8=o-e-0 (min.0-3-9) Max Hoag=137(LC 24) Max Upli82---0071(LC 8), 8=2741(LC 9) Max Gmv2=10690(LC 1).8=8606(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purims. BOT CHORD Rigid ceiling directly applied or 9-68 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) a less except when shown. TOP CHORD 2J=-2011315719, 34=-1702214968, 45=1281513946, 5-6=1282713947, ' 67=1623715095, 7-8=17263I5462 BOT CHORD 2-26=-5128/17903, 15-26=5128117903, 15-27=5128117903, 14-27=-5128117903, 14-28=4379/15203, 13-28=✓1379M5203,12-13=4379115203,12-29=4404114504. 2930=4404114504,11.30=44041145D4,1131=4761H5327, 31-02=4761115327, 1032--4761115327, 8-10--4761115327 WEBS 5.12=3391111111, 6.12=448711669, 6-11=1563/4497, 7.11=9561449, 7-10=-3141868, 4-12=.i505/l500, 4-14=1388/5595, 3.14=-7107/858, 3-15=-0722781 NOTES- - 1) 2-ply truss to be connected together vnth 10d (0.131x0) nails as follows: Top chords connected as follows: 2x4 -1 row et 044 oc. Bottom chords connected as follows: 2x6 .2 rows staggered at 030 oc. Webs connected as follows: 2x4 -1 row, at 0-9-0 no. 2) All loads am 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 loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=1Bit Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 6) The Fabrication Tolerance at]olyd 5 = 0°% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. \\ M - BL 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2 'Z Ci V�GENgF / PE 76 Continued on page 2 + x 2//; SIONA' �G\�\\ x JOU Nae Inuss lype Mea4Uv 250Avalon Wl AvdbmWest Indies a2 C.1 Iply Z Job Reference (optional) SQIa1B(n TN69, FL P191®, FL, 39951 fdln:eD:25 s944?k eYMne.loriCoy Dm-xEGOdnkfSLRdl JuWhea [kCE7hAU[1Irg . ... ^. . -• . _ . - ID:25Vs9447kmmi2g5MnodCoyODrz-zEGOdnkfSNdlaJuWhALm FkCE7heraWr9 hd NO7ES- 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 1748lb down and 490 lb up at 234,17481b down and 4721b up at 4-3d, 19801b dawn and 4901b up at 63.4, 19801b down end 4921b up at 8-3-4, 19801b down and 6061b up at 1034,19341b down and 6691b up at 12-3-0, 19351b down and 671 Ib up at 14-34, and 1928Ib dcvm and 670lb up at 16.3-4, end 1674lb down and 6491b up al 183-4 on bottom chord. The desigrikelection of such connection device(s) is the. responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (pit) Vert 1-5=70, 5-9>70, 20-23=20 Concentrated Loads (lb) Vert 13=1980(13)15=1748(11) 26=1748(B) 27=1980(13) 28=1980(B) 29=1934(B) 30=1935(8) 31=1928(B) 32=1674(B) BL 7 i r PE 76051 fi '- i�O.r` G � rues russ ype Y Nowoo4260 eaeAv Wl Axalon-Weal lndles B3 Common 1 1 Job Reference o llonal SouOiem Truss, Ft Plena, FL.31951 Run:a sMar 92a19 Pnr K7.'s Mara n1um]"IMus0164,IK iue n1r.l ara ID25Ys944?Immu2g5MnodCoyOD,-PRgOr7xHDBRrF ' ECPGB Ar5L17n4DGOh he 12-" -2-00 511-] 11b0 51$Q 1]-49 23-40 25d-0 zou I 5-11-] I So -a I so -a I s i- z-o-o 11a-0 Dead load Dee. =118In' 3x4 = Sx4 = a 3x4= 3x5= sr= axr— •— Us= 7-105 17-7-7 234-g 7-1e5 7-7-7 1 7-1 D-5 Plate Offsets fXY1- 12:0-1-30.0-21 [4:0-2-00-2-87 15:0-2-003-0116:0-2-00-2-e1 I8:0-130-0-21 [13:0-2-30.0-B] [15.0-230-0-81 LOADING(psf) SPACING- 240-0 CSI. DEFL in poc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TO 0.47 Ved(LL) -0.08 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.62 Vert(CT) -0.20 10-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.20 Horz(CT) 0.05 8 n1a nla BCDL 10.0 Code FBC2017frPi2014 Mabbc-MS Weight:11811, FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No3 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. (1-1.8), 8=08-0 (min. 0-1-e) Max Horz2=131(LC 7) Max UpIi82=341(LC 8). 8=341(LC 9) Max Grav2=1195(LC 1), 8=1I95(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-" oc bracing. FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (Ib) or lass except when shown. TOP CHORD 23=-17381448, 3-0-15281444, 6-7-15281444, 7-8=17381449, 4-5=12881443, 5G=-12881444 BOT CHORD 2-12=392H470,11-12=1461999, 10-11=14W999, 8-10=27211470 WEBS 5.10-182/537, 7-10=3541272, 5-12=182I537, 3-12=354271 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=5.OpsF, BML=5.Opsf, h=16ft; CaL 11; EV C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. , 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom cho(d rive lead nonronconeM with any clher live leads. 6) Provide mechanical connection (by others) of thus to bearing plate capable of Withstanding 1001b uplift at Joint(s) except (it -lb) 2=341, 8=341. LOAD CASE(S) Standard \�Q �.\GENSF�`�{ /ice (� PE76 51 16 r L F'o SS; G 1ONA\��\ �L Nss Inuss type Uri My Meatloeoo1260Avalon Wl AvabmWest lMles im HO 1 1 Jab Reference (optional) 5[unAem Tram, a Pure, H_ 3 51 4x5 = 4x5 = Dead Lead DeO. = I IS in' 3t4= 3=4= 3x6= 3xfi = 3x4 = so-o I 15.a.o I steno Plate Offsets MY)- 12:0S-11.041101, f4:0-2-12.0-2A 15:04-12 0-2-0t m0-5-11.04-101 %x0-2-3O-0-Bt f14:0- -0.0-0-tit LOADING(psf) SPACING- 2-0-0 CSI. DEFL In Coo) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO OAS Ved(LL) -023 9-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Ved(CT) -026 9-21 >789 -180 BCLL 0.0 Rep Stress Ina YES WB 0.19 Hmz(CT) 0.05 7 n/a We BCDL 10.0 Code FBC2017/1'PI2014 Mabix-MS Weight:1151b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3, Right 2x4 SP N0.3 REACTIONS. (size) 2--B-6-D (min. 9-1.6). 7=0A-0 (min. 0-1-0) Max H=2=111(LC 6) Max Uplift2=324(LC 8), 7=-324(LC 9) Max Grav2=1195(LC 1), 7=1195(LC 1) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 23=17581443, 3-4=1445/320, 4-5=1238/319, 5-0=14451320, 6-7=1758/443 BOTCHORD 2-11--MI1502,10.11=154/1238.9-10=15411238.7-9=283/1502 WEBS 3-11=356262, 4-11-161354, 5-9=16)354, "=-356/263 Structural wood sheathing directly applied or 4.1-11 oc pur ins. Rigid ceiling directly applied or 9.2-5 oc bracing. 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=S.Opsf, BCOL=5.OpsF, h=16ft; CaL II; Exp C; End., GCpl=O.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upl'dt atjoint(s) except at -lb) 2=324, 7--24. LOAD CASE(S) Standard ilk 16AT�7 C.8/0 oN NAL Job russ nrSS ypefly tueaevxmd 260 Avalon WI Avalp West lames 95 Hq 1 t _ Job Reference (optional) a ern Truss. FL Pierre, FU.3 1 1x 414 = 3x4 = 4x4 = Dead Load Deb.=3M6ln . 3x5= 3x4= a"`— 3x4= 3x5= 7-0-0 164-0 23-0-0 7.eO f1-0-0 7-0-0 Plata Offsets 0(,YI- 13:0-2-0.0-2-41 f5:0-2-0.0-2-41 f11:0.2-0.0-M) 113:0-2J Ofi-el ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loe) gde8 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Verttrl) -0.15 8-10 >999 240 AMD 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.33 8-10 >838 180 BCLL 0.0 Rep Sam inch YES WB 0.23 Horz(CT) 0.05 6 Wa We BCDL 10.0 Code FBC2017/TP12014 Mab&-MS Wdght1111b FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP Ne.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2--06-0 (min.0-1.8), 6=0-8-0 (min.0-1.8) Max Horz2=91(LC 6) Max UpIi02---303(LC 8), 6=303(LC 9) Max Grav2=1195(LC 1). 6=1195(LC 1) FORCES. (Ib)-Max. Comp)Max. Tan. -All forces 250 Ob) or less except when shown. TOP CHORD 23=16931374, 3d=14191377, 45=14191377, 5-0=16931374 BOT CHORD 2-10=28011406.9-10=36111622, 8-g=-6111622, 6-0=22411406 WEBS 3-10=-42/410,4-10=350/221,4-8=350R21, 5-8=421410 BRACING - TOP CHORD Structural wood sheathing directly applied or 3{a2 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf, h=16fk Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponds g. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconarrrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=303, 6=303. LOAD CASE(S) Standard PE 76 51 1 r 5 STAT -1 R)� JOD Truss ply Meadawood 260 Avdlen m AvalanWe lndss as Roof Special G'vder 1 1 Joh Referen_m_ (ap0ona8 Sa MTrMM. FIL Pbr®, FL, 34951 4x4 = 4.5 II 4... n 4r.5 = u d.r. = 4-4 u Dead Load Dell. - 3116 in' 3s12= MMIMHS U12= 3x9= 3x9 = _ 4,8 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3'Except• W5: 2x4 SP No2 OTHERS 2x4 SP No.3 WEDGE Lett 2x4 SP No.3, Right 2x4 SP No.3 CSI. DEFL in Poe) Well Ud PLATES GRIP TC 0.74 Ver4U) 0.21 13 >999 240 MT20 244/190 BC 0.53 Vert(CT) -0.36 13 >772 180 MT20HS 1871143 WB 0.63 Horz(CT) 0.09 10 n/a n1a Matrix -MS Weight 127 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 26-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-6 oc bracing. REACTIONS. (size) 2=03-0 (min. 0-1-10),10=0-6-0 (min. 0-1-10) Max Horz2=89(LC 24) Max Upli82=734(LC 8),10=733(LC 9) Max Grev2=1955(LC 1), 10=1954(LC 1) FORCES. Qb) - Max CompJMax Ten. -All forces 250 Pb) or less except when shown. TOP CHORD 2-3=-3251I1236, 3.26=-3820/1430, 4-26=382011430, 4-5=382OM430, 5-6=343011268, 6-7=.3430M268, 7-8=�3821/1430, 8-27=3821/1430, 9-27=382l/1430, 9-10=325211236 BOT CHORD 2-28=1056R815, 28-29=1056)2815, 15-29=105612815,14-15=140014009, 13-14=1400/4009, 12-13=136314009, 12-30=-99612815, 3031=9962815, 1031=9962815 WEBS 3-15=444/1501, 4-15=-383266, 5.15=285242, 5.13=16571664, 6-13=10212789, 7-13=1658/665, 7-12=284244, 8-12--3831267, 9.12-44411 W2 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit-160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.OpsF h=160; Cat II; Exp C; Encl.. GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This lass has been designed for a 10.0 psf bottom chord live load nonooncument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjoird(s) except (it -lb) 2=734, 10=733. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)190 lb down and 208 It, up at 5-0-0, 110 lb down and 1141b up at 7.0-12, 174 lb down and 140lb up at 7.54.174 lb dam and 1401b up at 15.10-12, and 110lb down and 114 lb up at 1634, and 190 to down and 2081b up at 184-0 on top chord, and 305 to down and 56 lb up at 5-0-0, 50 lb down at 7.0-12. 307 Ib dam and 90 Ib up at 75-4, 307 Ib down and 90 Ib up at 15.10-12, and 50 ib down at 1634, and 305 Ib dovm and 56 Ib up el 18-3.4 on bottom chord. The designfseleclion of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard \ �Q- V\GENQSF / PE 76_ ConContinued"T, nued on page 2 �— f I sSIonta,i\\\��\\9. Ol Joe Nss iruss Iwo Meadawod20AV nWI AvakwWest Vdi as Rod Spedal GWer July 1ply 1 t Job Reference Lopflonall Scudwm Tniss,FL Pie F_L,34951 �wm aroua mar aararmc wusmm acorn reiaR ineusmes,vc t8 7EDmHI1313 hZ ••, • • ... ... ID:25Vs9"?Junmi2g5MnodCoyODno-pOWXT6n9W6pB6M. 7Ml6ugwy1 pA LOAD CASE(S) Standard , 1) Dead + Roo{ Uve (balanced): Lumber Inrreas 1.25, Plate Inaease=125 Uniform Loads (plf) Vert 1-3=70, 3-5=-70, 5-6=70, 6-7=70, 7-9=70, 9-11=70, 20-23=20 Concentrated Leads (lb) Vert 3=94(F) 9=94(F)15=307(F) 4=134(F) 8=134(F)12= 07(F) 26=70(F) 27-70(F) 28=123(F) 29=32(F) 30=32(F) 31=123(F) BL X, r PE 76 51 , 1 ONA;E\G��\\ � JOB russ Iran lype MeaEovootl260Avs=Wl AvaltmWest lndiss (A P=f Spatial 1 1 Joh Reference (optional) a0uTr t nam. rc rmre,.r�, aonl flan a.Z10 a Mar 9 mi s R XZ sM s Inns 1101" lMuaalM M I ue May 11 11: 49II11a el ". .;. - .:. N:25Ys94?kmrr i2g5MmrlCayODm-p8WXT8n9W6p86Mu47MI6ugwwvt9uAoDmBU31 hZ 6-100 W— F 208E ' 6-100 6-G8 7-" r 3x4 = Sx8 = 1x4 II 4x8 = s a a 5 20 It 3x8 = 3x4 = 3x4 = 20 II 1 6100 13-0-8 20-8-8 6-10.0 ) 6S8 1 74-0 Dead Lead 069.-1116In' Plate OBseu KYl- r1:0-1-8,0-3-01, I3:0-5-8.0-2<l. I4:0-1-4 0-1-127 (9:0-2-00-1-01 LOADING(psl) SPACING- 24-0 CSI. DEFL In (Ioc) Ildell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.89 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0A6 Vert(CT) -0.16 5-6 >999 180 BCLL 0.0 Rep Stress Ina - YES WB 0.66 Hom(CT) 0.12 5 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS I Weight1501b F7=20k LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.3 REACTIONS. (size) 5=14echanical,11=1VIechanical Max Ha¢11=181(LC 9) Max UpUft5=199(LC 4). 11=305(LC 4) Max Grav5--921(LC 1), 11=890(LC 1) FORCES. (Ih) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2--587/237, 2-3=-587237, 3-0=7782(39, 4-5=-853230 BOTCHORD 748=-106/593,6-7=1061593 WEBS t-0=2gW628, 2-8=5061300, 4-6=108/630, 1-11=892J308 BRACING - TOP CHORD Structural wood sheathing directly applied, except end ver8cals. BOT CHORD Rigid ceiling directly applied or 1D-" Be bracing, WEBS 1Row at midpt 3-8 NOTES- 1) VNTmd: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16$ Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60.plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconwnent with any other live loads. 4) Refer to girders) for truss to thus connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoim(s) except QHIb) 5=199, 11-305. LOAD CASE(S) Standard �\GENSF`.�{- 7 � _ 1 PE 76� Z RID� � G �N JOD IFUSS jiuss lype NPadswcM tea Avalon WI AvalamWe tMies CZ Ras/Special JUW JFIY 1 1 Joh Reference (critforiall SouMem ri¢a, Ft Pletra,FL, 3C951 Rum 8230s Mar 92019 PMe a23as Nar 92a19 M,Tek Irw: ue May 211' 019P of ID2Ws9447kmmi2g5MncdCoyODm-HC4rgUnnHO2kWTGh3HLO1T5FGUNFtzN7rEcaVzEohV 7-84 15-" 20 9-9 ' 7-tL4 1 7-8-4 1 54-0 3x5 = 1x4 II bx7 = Dead Load Deft. =1H8 in' — 2x4 It 3xa=3x4= 2x411 Plate Offsets (X YI— 13:0-5-0.0-241 [4:0-1-12 0-1-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(ILL) -0.08 8-9 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.17 8-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.66 Hore(CT) 0.01 5 nfa We BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight 135lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (site) 9--Mechanical, S=Mechanical Max Hoag=131(LC9) ' Max Upi1ft9--322(LC 4), 5=219(LC 4) Max Grav9--919(LC 1), 5=919(LC 1) FORCES. (lb) - Max. CempJMax. Ten. -All forces 250 (Ib) ar less except when shown. TOP CHORD 1-9=8521352,1-2=733264, 2-3=733264, 3d=713202, 4-5=-875/238 BOT CHORD 7-8=1241565, 6-7=124/565 WEBS 1-8=3451955,2-8=-018M%3-6�2891161,4-6=1531696 Structural wood sheathing directly applied or 4-6-e oc purfins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. 1 Row at midpt 1-9 NOTES- 1) Wind: ASCE 7.10: Vult=160mph (3-secand gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsF, h=16R; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This lass has been designed for a 10.0 psf bottom chord live load nonconwrtent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100111 uplift at joint(s) except (it --lb) 9=322, 5=219. LOAD CASE(S) Standard BLIF�,�,�,�/�i i 1 PE 76p51 A s AT'`�%�_ GOR1D .•��� JOD Mae truss jype Mwftwiwd2MAv41on W1 AvalO Westlydf a C3 Roor9pedal 1 1 Job Reference (optional 314= 1X411 3X4= 3.4= 1 2 3 4 5 4X4 = 6-09ka Lcad Deft =1l4 in' 3X4 6 11 10 9 a 2011 3X4= 3x4= 1X411 310= 2X411 UN11-67 1744i i1IL1 C4L -LAJI Plate Offsets (X,YF f5:0.2-4.0-2-41 LOAl2ING(psf) SPACING- 2-0-0 CSL DEFL. in Qoc) Ude0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.25 8-9 >983 240 MIT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.69 Vert(CT) -0A1 8-9 >601 180 BCLL 0.0 Rep Stress Inv YES WS 0.52 Horz(CT) 0.01 7 Na nla BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weight1301b FT=20% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 12=Merhanlcal, 7=Mechanical Max Horz12-81(LC 9) Max Uplihl2- 317(I.0 4), 7=252(LC 4) Max'Grav12=919(LC 1), 7=919(LC 1) BRACING - TOP CHORD Structural wool sheathing directly applied or 5-0-2 oc puriins, except end verticals. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-12=9107J58, 1-2=78M77, 2-3=7821277, 3-4=782r277, 45=-4841190, 55=5701182, 6-7=.glM71 BOT CHORD 10-11=2321782, 9-10=232r782, 8-9=232f782 WEBS 1.11=592f1103,2-11=5411292,4.8=-421N53,6-8=212f768 NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=5.Opsf; h=16f ; CaL II; Exp C; End., GCpl=0.1 B; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonamcurrent with any other live loads. 4) Refer to girder(s) for lass to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jf-lb)12=317. 7=252. LOAD CASE(S) Standard \\\\\� IIMI l lgiL i ��-\Q.i / 51 PE 76051 t A/ �t i Joe I Nee I runs iwe 260 Avalon W A del We rllmies C6 Roof6pedal 1 1 ' Job Reference o clonal M=, Ft ierre,'FL; 34951 .. 3.4 = 3x4 = 3,4 = Dead LM=1/4 in 1%4 II 314 = 1 2 3 a o 6 3x5< 52 7 12 77 10 9 13 2x411 3x4= �"= 1xd 11 3.B— 6 2x4 11 1Y2-13 - 18448 20-E-6 :7-7 57-7 S74i SS71 4-0-0 Plate Offsets OLYI— f1:0-1-12.0-1-e1 f6:0-2-00-2-87 f7:0-210-1-81, f12:0-1-12 0-1-81 LOADING(pSf) SPACING- 2-M CSI. DEFL In Qoc) Well LId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 027 9-10 >904 240 MT20' 2441190 TCDL 15.0 Lumber DOL 125 BC 0.77 Vert(CT) .0.48 9-10 >516 180 BCLL 0.0 Rep Stress Ina YES WS 0.47 HOrz(CT) 0.02 8 n1a n1a BCDL 10.0 Code FBC20177fP12014 Matrix -MS Weight 122 lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or434 oc pudlns, except BOT CHORD 2x4 SP No2 end verdcals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 13=Mechanical, B=Mechanical Max HOm13=-31(LC 9) Max Uplift13= 311(LC 4), 8=286(LC 4) Max Grav13=919(LC 1), 8=919(LC 1) FORCES. (lb)-Max.CompJMex.Ten.-Allforces250(lb)orlessexceptwhenshown. TOP CHORD 1-13=920f351,1-2=937f320, 2J=9371320, 3-0=9377320, 4-5=-660236, 5E=-66023 . 6-7=672/228, 7-8=9091307 BOTCHORD 11.12=3051937,10-11=3051937,9-10=3051937 WEBS 1-12=-42311235, 2-12=552289, 4.9=3651121, 5-9=3061186, 7-9=3231993 NOTES- 1) Wind: ASCE 7-10; Vuir160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.OpsF, h=166; Cat 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent %rater pending. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconeunent with any other live loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QGIb)13=311. 8=286. LOAD CASE(S) Standard IBA `I\�Q'Q1V\oENSF PE-16 51 1 �p 7 Q.� /////%SS�ONPJ ��G\\ ion truss inuss type my Meadawod 260 Avalon M AvelO ,=!lntl C5 Roef Spedal C;vdw jury I 7 1 Job Reference o tional _._SpYtllem in tL Y1e1CQ. i-.i- IM1}pl Hnn:tl,Lies Mar aL{IIa YMCe.IJns Mdr tl<ul`J Mllex llq,IIVle9, u1G 1u9 t, lllfJa a,a rn ID:2Ws9447kmmi2g5MnedCoyODm4nMMcigaLKdbzCrMCg22g5 UPE6ljpl . n I 5-3-0 104-4 16-5-8 20-M _ r 53-0 I 544 I 5-1-4 1 53-0 Dead Load Deb. =1/8In 3x4 = 4x5= 1x411 30= 3x4= 4x5= 1 13 14 152 16 17 3 4 18 19 5 20 21 6 22 23 24 11 25 26 109 27 28 29 a 30 31 7 12 Sx8 = 4x4 = 4x5 = 2x6 II 4x5 II 3x4 - 530 1044 1S-5-8 P20-8-6 53-0 6-14 5.14 53-0 Plate Offsels MY)- 11.0.2-00.1-81 I6:0-2-00-1-121 f7'Edce0-3-81 18:0-2-00-1-121 111.0-3-00.2-81 LOAOING(psf) SPACING- 2-0-0 CSI. DEFL. In (hoc) VdeO Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.87 Vert(-L) 0.12 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -020 9-11 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.98 Horz(CT) 0.04 7 n1a We BCDL 10.0 Code FBC2017frP12014 - Matrix -MS Weight 122 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 12-Mechanicei, 7=Mechanical Max UpOft12--760(LC 4), 7=708(LC 4) Max Gmvi2=1996(LC 1), 7=1665(LC 1) FORCES. 0b)- Max. CompJIVI . Ten. - All forces 250 Pb) or less except when shown. TOP CHORD 1-12=1B58/808,1-13=21311813,13-14=21311813,14.15=21311813, 2-15=2131/813, 2-16=21311813, 16-17=2131/813, 3-17=2131/813, 3-4=-2771/1057, 4-18=2771/1057, 18-19=277111057.5-19=277111057.5-20=2124/810, 20-21=2124/810, 6-21=2124/810, 6-7=17671741 BOT CHORD 11.25=10572771, 25-26=1057/2771, 10-26=105712771, 9-10=1057/2771, 9-27=-8102124, 27-28=8102124, 28.29=.8102124, 8-29-9102124 WEBS 1-11=9822576, 2-11=7701529, 3-11=7911302, 3-9=212/282, 59-3061799, 543=12331704, 6-8=9802572 Structural wood sheathing directly applied or 2-10-11 cc pudins, except end verticals. Rigid ceiling directly applied or 5415 cc bradng. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pal bottom cord live load nonconcrmecn with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable at Wthstanding 100In uplift at)oint(s) except (jl=1b)12=760. 7=708. 6) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s)150 In down and 146 Ib up at 0.9-4, 137 lb dawn and 149 In up at 2.94, 137 In down and 149 In up at 4-94, 137 In down and 149 In up at 6-94,137 In down and 149 Ib up at 8-94, 137 lb dawn and 149 lb up at 10-94, 137 lb down and 149 In up at 12.94, 137 In down and 149 lb up at 14-94, and 137 Ito down and 149 to up at 16.94, and 137 In down and 149 In up at 18-94 on top chord, and 99lb down at 0-9.4. 91 lb down at 2-94, 91 Ib down at 4-9-4, 91 Ib down at 6-94, 91 lb down at 8-94, 91 Ib down at 10-94. 91 Ib dawn at 12.94, 91 lb down at 14-94. and 91 Ib down at 16-94. and 91 lb down at 18-94 on bottom chord. The design/selection of such connection devioe(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inaesse=1.25 Uniform Loads (pit) Vert: 1-6=70, 7-12-20 Continued on page 2 i7 PE76P61 iw %ice --' Z RIO- siF 7z� //���%SS1ONA i E� liuss lype , Ml'aE0w0042WAVB1 M Malun-Wesl Indies C5 Rad Spedal Grder 1 1 Job Retelenm tlonal saWnem Tms+, rr. PbR,e. Fi... "Saap1 w M=s mar aananmc-- srneraaiamiias inausmes. urc iue nirx<:aoa�s tD25Ys9447hnmi2g5MnarICoyODm4ni2JWggaLKdbzCddCg22g5 PE&jp"hW hV LOAD CASES) Standard Concentrated Loads (b) Vert 4=-137(F)13=150(F)14=137(F)15=137(F)16=137(F)17=137(F)16=137(F)19=137(F) 20=137(F) 21=137(F) 22=-N(F) 23=-64(F) 24=-KF) 25=-64(F) 26=64(F) 27=-64(F) 26---64(F) 29--64(F) 30=-KF) 31=64(F) 7 PE 7606 _ 1 STA i Rlv %9/0 A 1 ion I ruse iype MeaCouaod 260 Avalon col AvalorFWastlrW(Is iTruss W2 Diagonal Hip Glider 2 1 Jab Reference o tlanal 5oMntln TrTs, R Pierce, FL, 34961 Plate Offsets (XYt- 15:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Ono) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.02 4-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.31 Vert(CT) 0.02 4-11 >999 180 BCLL 0.0 Rep Shess Ina NO WB 0.00 HmACT) 0.01 2 n/a rda BCDL 10.0 Code FBC20171TPI2014 Matrbo-MP Weight 171b FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 OTHERS ' 2x4 SP No.3 REACTIONS. (size) 3=Merhaniwl,2=G-10-15 (min. 0-1-8),4=Mechanlmi Max Horz2=116(LC 4) Max UpIM3=130(LC 17), 2=323(LC 4), 4=146(LC 17) Max Gmv3=113(LC 20), 2=357(LC 1), 4=118(LC 20) FORCES. 01b) - Max. ComplMax. Ten. - All forces 250 (lb) or less except when shown. BRACING- TOPLHORD St uclural wood sheathing directly applied or 2S10 oc pudins. BOT CHORD Rigid calling directly applied or 10-" no bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-seoond gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.Opst h=16fk Cat II; Exp C; Encl.. GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the lass only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/ PI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other INe 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 100 lb uplift at)oint(s) except at -lb) 3=130, 2=323, 4-146. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 Ib down and 123 Ib up at 1-6-1, and 91 Ito down and 1231b up at 1-6-1 on top chord, and 36lb down and 88Ib up at 1.8-1, and 36lb down and 88 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (S). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate incmase=1.25 Uniform Loads (pif) Vert 1-3=70, 4-9=20 Concentrated Loads (lb) Vert 12=104(F=52, B=52) 13=92(F=16, B=46) ooll AGE NgF' ( PE 76� A n N\\ SIONA' S ruse 1russ lype Meada wd260AvMMWl Avabn-Wesl Indies cis Degowl Me CBder 4 1 Job Reference o tlonal ;SmMun Truss, K Pgnl$ M, MG l w`c o.[aVs ma < `J t ._ _. _ ID:25Ys9447k= gSMnorlCoyODnkcAtokCnv6yaKpHLEUcsW75AzcHBtagT697xNW' hT -2$15 4-0-8 6-1116 2-9-15 j 4-4-9 ( 2L-13 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2a4 SP N0.2 WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Inv NO Code FBC20171TPI2014 CSI. DEFL in (loc) Well Lid PLATES GRIP TC 0.75 Vert(U) -0.16 6-13 >527 240 MT20 244/190 BC 0.55 Vert(CT) -0.17 6-13 >479 180 WB 0.07 Horz(CT) 0.02 2 n/a nfa Matrix -MP Weight 35 lb Fr=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. SOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. (size) 4--Mechanical,2=0-10-15 (min. 0-1-8).6=1VIechanical Max Hmz2=197(LC 4) Max Upli84=95(LC 20), 2=281(LC 4), 6=46(LC 9) Max Gmv4=123(LC 17), 2=453(LC 31), 6=240(LC28) FORCES. (lb). Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=376147, 3-14=325I72 BOT CHORD 2-15>113266,15=16=113r266, 6.16=113266 WEBS 3-6=J161134 NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.Opsf, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a calling and Is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 pal bottom chord live load noncencument with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except at --lb) 2=281. 6) Hanger(s) w other connection device(s) shall be provided sufficient to support concentrated load(s)101 lb down and 141 lb up at 1-6.1, 101 lb down and 141 lb up at 1-6-1, and 111 lb dawn and 48 lb up at 4. -0. and 111 lb dawn and 48lb up at 44-0 on top chord, and 33 lb down and 9316 up at 1.6-1. 33 lb down and 93lb up at 1-6-1, and 26 lb down and 5 to up at 4-4-0, and 26lb down and 5 lb up at 4 1 on bottom lard. The design/selection of such connection devics(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=125 Untfoml Loads (pit) Vert 14=70, 5-11=-20 Concentrated Loads cab) Vert: 14=119(F=60, 8=60)15=103(F=51, B=51) BL� /z DENS PE76051 fi R. ion Truss MPatlovood260Avabn Wt M81M.West lntlies OJ1a Jack -Open jQly 1ply 2 1 Job Reference (optional) muumn „Ias, r, rwawr�, »aa i auM Oa S Mar 92Y19 PML a S Mar 92019 MITek 1a0YSNea, YiC TY9 Ma 2117�2Y18 P 1 ID:25Ys9447kmmi2g5MnarlCoyODMx AtokY697xNWjzE�OtrT -2-9-15 2-2-13 2-9-15 1 2-2-13 I90 2-2-13 Plate Offsets (XYh f5:0-2-3,04)4" LOADING(psf) SPACING- 2-0-0 CSL DEFL In (loc) ltdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.65 Vert(LL) -0.01 4-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.01 4-11 >999 180 BCLL 0.0 Rep Stress lw YES WB 0.00 Horz(CT) 0.00 2 n1a nfa BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight 16 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins. BOT CHORD 2x4 SP No.2 DOT CHORD Rigid calling directly applied or 10-0-0 no bracing. OTHERS 2x4 SP N0.3 REACTIONS. (size) 3=Mechanical, 2=0-10-9 (min. D-1-8), 4=Mechanical Max Horz2=114(LC 4) Max Uplifl3=11(LC 8),2=-339(LC 4), 4=-38(LC 1) Max Grev3=23(LC 4), 2=433(LC 1), 4-67(LC 4) FORCES. Qb)-Max. CompJMax. Ten. -All fames250(lb) orless exceptwhen show. - NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3second gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.Opsf; h=16ft; CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber D40L=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord five load nonconcu entwith any other live 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 atjoim(s) 3, 4 except (It --lb) 2=339. LOAD CASE(S) Standard Joe Inuls Iruss Ina Meadmwud260AWl&iM Avalon-WeYlndi CJ42 DIAMMI4IPGIRDER 1 1 Job Reference o tional am =Truss, FL F,-n FL, 34951 N Plate Offsets (X,Y}- r5:0-2-3.04)-M LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.75 Vert(LL) -0.14 4-11 >483 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.24 Vert(CT) -0.15 4-11 >464 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Hoa(CT) 0.02 2 rda nfa BCDL 10.0 Code FBC20177rPI2014 Matrix -MP Weight: 27 to FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP M 31 OTHERS 2x4 SP Nc.2 •Excepr 02: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-10-15 (min. 0.1-8), 4=Mechanical Max Horz2=177(LC 4) Max Uplift3=93(LC 8), 2>277(LC 4), 4=11(LC 17) Max Gmv3=159(LC 31), 2-408(LC 31), 4--119(LC 20) FORCES. (Ib) - Max. Comp.BNax. Ten. - All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 5-9-15 ce pudins. BOT CHORD Rigid ceiling directly applied or 10-0-D oe bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsh h=16ft; Cat II; Exp Q. End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconartent with any other live loads. 3) Refer to girder(s) for buss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 100 lb uplift atjamt(s) 3.4 except (it -lb) 2=277. 5) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)101 Ib down and 141 lb up at 1b1, 101 lb down and 141 lb up at 1-6-1, and 111 lb down and 48 Ib up at 4-", and 111 lb down and 48 lb up at 44-0 on top chord, and 33 lb down and 93lb up at 1-6.1, 33 lb down and 93111 up at 1-0-1, and 26 Ib down and 5 lb up at 4-4-% and 26 lb down and 5 lb up at 4-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the muss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=70, 4-9=20 Concentrated Loads (Ib) Vert 12=119(F=60, 8=60)14=103(F=51, 8=51) PE76 51 h _ NA 1 ion Imss inum 1M MeadOwood260AwMMWl Ardbo-West Indies D7 mw oudi 1 1 Job Reference (Optional) Sou0lem buss, FC Pbrm, FL, 34961 3 tx 3X4 If 2X6 II amp 6 If %MOHS= 314 = 1X4 If 3X4 = 7&3 7538 18-0-0 � 7-93 I 76S Oeed load Defl.-11161n Plate Offsets rX.Y1- [7:0-3-00.0-41. 16:03-8O-0-OI 19:0-1-120-1-81 M1:0-23.0-0-B1 LOADING(psf) SPACING- 2-0-0 CSL DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.09 10-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.17 9-10 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inv YES WB 0.31 Hom(CT) -0.03 7 nla Na BCDL 10.0 Code PBC2017frP12014 Matrix -MS Welght 94 lb FT=20% LUMBER- BRAGNG- TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2'ExoepC B2: 2x4 SP 140.3 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 7=1viechanical, 2=0-8-0 (min. 0.1-8) Max Horz2=436(LC 8) Max Uplift]=337(LC 8), 2=200(1-C 8) Max Gmv7=704(LC 1), 2=867(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All fonxls 250 Pb) or leas except when shown. TOP CHORD 23=10021113 BOT CHORD 2-10=-3891799, 9-10=3891799, 8-9=1551452 WEBS 3-10=0f344,39=-0101391 Structural wood sheathing directly applied or 4.11-2 oc purilns, except end verticals. Rigid coifing directly applied or 9-0-15 on bracing. 1 Row at midpt 3-9 NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=S.Opsg BCDL=S.Opsf; h=16ft: Cat II; Exp C; End., GCpi=0.18; MWFRS (erwelape); Lumber DOL=1.60 plate gdp DOL=1.60 2) All plates are MT20 plates unless otherwlse indicated. 3) Thls truss has been designed for a 10.0 pet bottom chord live load nonconcument with any other live loads. 4) Refer to gader(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt-lb) 7-337. 2=200. LOAD CASE(S) Standard `�� Q.�P.��t✓ENS�c`.`�l-//ice (I/ PE76 l6� �sS1ONAI �OC'3 Joe truss ire Meado-am4260Awlen Wl Ar .rl India ITruss D2 Monopildl JQW jery 2 1 Job Reference a tlorw and II 6.00 12 7 3x4 9 6 US G 3x4 4 5 1.6 4 i k NOP9(STP= 1 W 4 x8— 3x6= 1x411 2 1 4.8 Mr20HS 11 11 10 1 11 a 2z 1 4x4= 1011 14 13 1x4 It 314 = 3x6 11 tx4 II 1x4 II Dead Load Deft.-SN6 in' 1-&8 11.1 9:2 5-0-0 1-i1-8 rig Plate Offsets MY}- 19:0-5-8 0-2-01 f12:0-0-0 0-0-81 113:0-M.0-041, M&G-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Coo) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.83 Vert(LL) OAO 11-12 >473 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.56 11-12 >342 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.18 8 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrba-MS Wefght112lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SPNo.2 TOPCHORD BOT CHORD 2x4 SP No.2 -Except' B2 2x4 SP M 31, 94,F2: 2x4 SPNo3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP Noll REACTIONS. (size) 8=Mechanical,2=0-8-0 (mln.0-1-8) Max H=2438(LC 8) Max Up1i88=337(LC 8), 2=-200(LC 8) Max Graw8=704(LC 1). 2=867(LC 1) FORCES. t1b) - Max. CompJMax. Ten. - All forces 250 (1b) or less except when shown. TOP CHORD 2-3=6851D, 3-0=1220261, 4-5=d76142, 5E=-455/63 BOT CHORD 2-14=-315/522, 13-14=-7151522, 12-13=2061380, 3-12=1921515, 11-12=51111047, 6-9=180/514, 8-9=1661337 WEBS 4-11=0262, 9-11=52711047, 4-9=7711373, 6-0=-6851338, 3-14=-549/310 Structural wood sheathing directly applied or 2-2.0 oc puriins, except end vertfcais. Rigid ceiling directly applied or 9-7-3 ow, bracing. Except 6-0-0 oc bracing: 9-10 NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-semnd gust) Vesd=124mph; TCOL=S.Opst BCDL=S.Opsf; h=16(C Cat 11; Exp C; End., GCp1=0.16; fil (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed two 10.0 psf bottom chord live load nonconcurfent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoird(s) except (it -lb) 9=337, 2=200. LOAD CASE(S) Standard i7 PE76 G\ N SS/ONA 1 E? \��\ 3 job Imss lype Meedmwo02rAAWlm Wl Ava]o Wass lMies ITTUSS D3 Manap6dh jQty jPlY 1 1 Job Reference a banal NOP2X STP= 314 = ' ID'25Ys94476mi2g56nod8oy66tx=Wx6J2Zul -0 54t3hd 16-0-0 5-0-0 5-0-0 24i-0 2Y4 II 6A0 12 T 3"N4�R 6 3x5 4 3x4 4 5 4 TIR 3Y4 = 4x6 MT20KSll 12 Y / 4,4= 15 14 US II tx4 It 1A6 .2.A-rl. A.nn 11 1X4 It 10 11 1X4 If is4.n . 15.3-8 7 Dead Load Deft. - attain 1-03 ti-0 54-0 5-4 1-it-8 Plate Offsets (XY)- r10:0S4.0-2-01. M3:0-4-0 0-0-81 f14:0-23.0-0-41 fl6:0-2-0 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.3912-13 >468 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.76 Vert(CT) -0.5412-13 >339 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.40 Horz(CT) 0.16 8 We Wa BCDL 10.0 Code FBC2017rrP12014 Mabix-MS Weighb 111 1b FT = 20% LUMBER- _ BRACING - TOP CHORD 2x4 SP NO2 TOP CHORD BOT CHORD 2x4 SP No2 *Except! B2' 2x4 SP M 31, B4,F2:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=D.M (min. 0-1-8), 2---0-8-0 (min. 0-1-8), 9=b8-0 (min. 0-1-8) Max Horz2-438(LC 8) Max Upiift8=116(LC 8). 2=190(LC 8), 9=231(LC 8) Max crave=153(LC 1), 2=842(LC 1). 9=577(LC 1) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 2-3=65610, 3.4=11461231, 4-5=-{36f33, 5-6=415154 BOT CHORD 2.15=3067500, 14-15=3061500, 13-14=19grWA, 3-13=1741469,12-13�4831979, 6-10=121/958, 9.10=1521289, 8-9=1531291 WEBS 10.12---503I993, 4-10=7061338, 6-8=548286, 3-15=5271301 Structural Wood sheathing directly applied or 2-9-12 be puriins, except end verticals. Rigid ceiling directly applied or 9-10-8 oc bracing. Except: 6-0-0 oc bmcng: 10-11 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at -lb) 8=116, 2-190, 9=231. LOAD CASE(S) Standard IBC//////// = 1 PE 76(5 f t� �^ S AT�/� i p , LORID,- k, r �LOR)\2 �� 1/ 81ONAj1�\ r7� a ruse Inns lype oe Meadouv260AvalwWl Avalo Weal Mies D4 Monopilch JUW IFIY 1 1 Job Reference o tlonal Soalhem T., FL Pim ri. 34951 3,4 = 6.00 f12 3x4O 3x4= us it 1x4 II 2x4 II Dead Load Def4 = 506 in 1Afi 2-60 841-0 t34-0 153-8 16-0-p 11.1 540 I 54-0 ) 411-e b-8-8 Plate Offsets (X Y)- 17:0-2-0 0-2-81 111.0-6-4 g-2-01 114.0-0-00-0-81 115:0-2-0 0-0-41 117.0-2-3 0-0-81 LOADING04 SPACING- 2.0-0 est. DEFL. In (loc) Ildefl Lld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.38 13-14 >475 240 MT20 2441190 TCDL 15.0 Lumber DOL 1,25 BC 0.76 Vert(CT) -0.5413-14 >339 180 MT20HS 1871143 SCLL 0.0 Rep Stress Inrr YES WB 0.48 Horz(CT) 0.17 9 n/a rda BCDL 10.0 Code FBC2017/TP2014 Mabix-MS Weight1101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 `Except• B2:2x4 SP M 31, B4,F2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0 (min. 0-1-8), 2=0-8-0 (min. 0-1-8). 10=0&0 (min. 0-1-8) Max Horz2=392(LC 8) Max Upli8g=9O(LC 4), 2=210(LC 8). 10=239(1-C 8) Max Gmv9=138(LC 1).2=841(LC 1), 10=592(LC 1) FORCES. (Ih)- Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24=-&qWO, 34=1143269, 4-5--080143, 5-0=59/64 BOT CHORD 2-16=296/499, tb16=296/499, 14-15=1941363, 3.14=172I468,13-14=4721977, 6-11=102/323 WEBS 4.13=0279, 11-13=460I907, 4.11-7891380, 69=519249. 3.16-526297 Structural wood sheathing directly applied or 2-9-12 oc puriins, except end verticals. Rigid ceiling directly applied or 104-0 oc bracing. Except, 5-041 oc bracing: 11-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uprr t aticint(s) 9 except atdb) 2=210. 10-239. LOAD CASES) Standard E— Ps T �C OR1O ONJ Jos Nss Iruss Iwo MSWWAxsd260Ava1on Wl Arwloo-West Indies DS MWO;Ath JQW JFIY 1 1 Jab Reference lootionall Smdhem Trvss,Ft. Pbroe,FL, 34961 _ 3,4 = 3x4 = 2x4 II 1-E-6 ,2-9-0, 8-0-0 13d-0 153-8 160-0 tt-1 5-d-0 I 5-0-0 I t-11� Dead Load Deli. =W161n ' Plate Offsets DLYt- r5:0-2-0 0-2At 110:D-6-0 0.2-4t r13:0-0-0 0-0-j8 r14:0-2-0 0-0-0t t16.0.2-3 0-0-0t LOADING(psf) SPACING- 24)-0 CSI. DEFL In Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC am Vert(U) 0,37 12-13 >486 240 MT20 .2441190 TCDL 15.0 Lumber DOL 125 BC 0.76 Vert(CT) -054 12-13 >338 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB OA7 Hwz(CT) 0.17 8 n1a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight1061b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 `Except' 62. 2x4 SP M 31. B4,F2: 2x4 SP N0.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0 (min. 0-1.8), 2=0-8-0 (min. 0-1-8), 9=0-8-0 (min. 0-1-8) Max Horz2=342(LC 8) Max UpIi08=126(LC 4), 2=-225(LC 8), 9=224(LC 8) Max Gmv8=145(LC 18), 2=840(LC 1). 9=616(LC 1) FORCES. Ob) - Max. CompJMax. Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 23=655127, 3-0=1137290. 4-5=-383187, 5-0=2581101 BOT CHORD 2-15=282I500, 14-15=282I500, 13-14=185f363, 3.13=155/459,12-13=-440/969, 6-10=98f308, 9.10=99260, 8-9-100261 WEBS 4-12=0/283,10.12=429/888, 4.10=7711367, 6-8=505/195, 3-15=527/289 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end ver0cels. Rigid caging directly applied or 10-" oc bracing. Except 6-0-0 oc bmcing: 10-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=S.Opsf, BCDL=5.Opsf; h=1611; Cat It; Exp C; End., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Crater pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconctmerd with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except at --lb) 8=126. 2=225,9=224. LOAD CASE(S) Standard tA �BLl//�/// I PE 760�51 ovo �\\ "l im rase 1russ lype Memewood 2G0 Avalon WI Avalmi-West Indlas D6 Mwap h 1 1 Job RafemnceUcnal ,...... 5@rWem Trua,Ft Pierce. FL, 3Q957. .. 314 = 3x4= 2x411 3x4 = — „ .,... „ Dead toad De0. = 5116 In - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (Ioc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TO 0.86 Vert(LL) 0.36 12-13 >502 240 MT20 2441190 TOOL 15.0 Lumber DOL 125 BC 0.76 Vert(CT) -0.5512.13 >333 160 MT20HS 1871143 BOLL 0.0 Rep Stress Inor YES WB 0.43 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC20177rPM014 Matra -MS Weight 1021b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except BOT CHORD 2x4 SP No.2'Except' end verticals. B2: 2x4 SP M 31. B4,F2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except WEBS 2x4 SP No.3 6-o-0 oc bracing: 10-11 OTHERS 2x4 SP N0.3 REACTIONS. (slze) 8--0-" (min. 0-1-8), 2-0-8-0 (min.0-1-8). 9--U•8-0 (min. 0-1-8) Max Hoa2=292(LC 8) Max UpIi88=190(LC 6), 2=-229(LC 8), 9=289(LC 8) Max Grav8=88(LC 8), 2-832(LC 1), 9=796(LC 1) FORCES. (Ib)- Max. CompJMax. Ten. -Ali forces 250 Qb) or less except when shaven. TOP CHORD 2-3=-650154, 34-1104275, 4-5=,380H25, 5E=279/108 BOT CHORD 2-15=2591498, 14-15=2591498, 13-14=168/360, 3-13>1121428, 12-13=.3731936, 9-10=109292, 8-9=110294 WEBS 4.12=0298, 10.12--3361/97, 4-1(Y=712/335, 6-8-493/180, 3-15=524271 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=5.0psF, BCDL=5.Opsf; h=16ft; Cat II; ExP C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of buss to basing plate capable of withstanding 100 lb uplift atjoird(s) except (It -lb) 8=190, 2=229,9=289. LOAD CASE(S) Standard � NgF Job InISS I russ lype ply Mead�260Avalon Wl Avalon -West Min D7 mwopi h 1 t Job Reference o llorral 4x8 = 3x4 = 2.4 II _ 1-&8 123-0 1 8-00 134-0 I 15-3-e 19 Dead Load Dell.=5/16In' Pla[e Offsets IXY1— f3:03-12.0-1-87 14:65-0.0-2-01 17'0-1-12 0-1.81 19�0-64 0-2d1 02'04- 0-0-81 113:0-2-4 U-0-41 115:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In floc) Vdefl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.96 Vert(L-) 0.36 11-12 >502 240 MT20 2441190 TCDL 16.0 Lumber DOL 125 BC 0.78 Vert(CT) -0.5711-12 >318 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.33 Hom(GT) 0.18 7 rda n/a BCDL 10.0 Code FBC2017ITP12014 MatrIX-MS Weight 97 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 140.2 TOP CHORD Structural wood sheathing directly applied, except end vertficals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. Except B2: 2x4 SP M 31, B4,F2: 2x4 SP No.3 6-0-0 oc bracing: 9-10 WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=6$-0 (min. 0-1-8), 2-0-841 (min. 0-1-8), 8=D8-0 (min. 0-1-8) Max Horz2=242(LC 8) Max Upli07=131(LC 4), 2=231(LC 8), 8=212(LC 8) Max Gmv7=125(LC 18), 2=836(LC 1), 8=698(LC 1) FORCES. (lb)- Max. CompJMax. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=-660182, 34=10851262, 4-5=540202 BOT CHORD 2-14=240/510, 13.14=240/510,12.13=153/365, 3-12>118/393,11-12=2851912, 8-9=186/510, 7-8=1861511 WEBS 4-11=0286, 9.11=285/8fi3, 4S= 418/191, 5.7=714256, 3-14=534258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=S.Opsh h=168; CaL II; Exp C; EnrJ., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other We loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except aMb) 7=131, 2=231, 8=212. LOAD CASE(S) Standard \\\\,M Igo////// // 1 PE 76051 L l \ SIONALEN\��ll fuss Iruss lype Mead0WWd260Avabnwl Avabn-W Wigs W 14Af KPOrdar 7 1 Job Reference o tloml aowrem rugs.fL Marta, rL.,.wwl mn:a 9Mar 92019 Mt u. S Mar 93uIs m1ex IMuswles. Ina Tile May"21�1]:ZIA92019 1 - - s-- - - - ID:25Ys9447kmmi2g5MnorlCcyODm-RMgP=d)PaCoWmlyl0O5nVPzvvyuSPBN NZF hL -228I 7-2 I 153-8 0.0.VIN 4-7-12 4x7 = 1x411 3x4= 2M 11 17 18 4 19 20 5 6 a0-0 10-7-12 153-e 16-0-q 47-12 I 4-7-12 I 8- Plate Offsets_KY}- 13:0.54 0-2-01.112:0-2-3.0-0-e1 - - LOADING(psf)=PA2-0-02-0-0 CSI. DEFL in Coo) 6defl L/d PLATES GRITCLL 20.0 125 TC 0.47 Vert(U-) 0.04 11-16 >999 240 MT20 2441190 TCDL 15.01.25 BC 0A0 Vert(CT) -0.0711-16 >999 180 BOLL 0.0 NO WB 0.28 Horz(CT) -0.01 2 n/a n/a BCDL 10.0/TP12014 Matdx-MS Weight 85 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 -Except- B2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0 (min. 0-1-8), 2=0-8-0 (min. 0-13), 8=0-8.0 (min. 0-1-8) Max Hor22=192(LC 8) Max Uplift7=104(LC 1), 2=229(I.0 8), 8=348(LC 5) Max GM07 87(LC 4), 2-759(LC 1). 8=782(LC 32) FORCES. (lb) - Max. CompJMax. Ten. - All forms 250 Cb) or less except when shown. TOP CHORD 2-0=-845238, 3-17=-005227,17-18=-606=7, 4-18=-0051227, 4-19=-605227, 19.20-605227, 5-20=-6051227 BOT CHORD 2-11=2491681,10-11=2471691, 5-0=701/350 WEBS 4-10=2951212, 5.10=283n33 Structural wood sheathing directly applied or 5-9-3 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-0-0 oe bracing: 7-0. NOTES- 1) Unbalanced root live bads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=S.Opsf, h=16ft; CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL-11.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load rlonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at -lb) 7=104, 2=229, 8=348. 7) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s)107 lb down and 42 lb up at 6-0-0, 114 lb down and 42 lb up at 8-0-12,114 lb down and 42 lb up at 1g-0-12,114 lb down and 42 lb up at 12-0-12, and 114lb down and 42 lb up at 14-0-12, and 92lb down and 19 Ib up at 15-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bark (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig) Verb 1-3=70, 3-i=7o, 9-14=20. 7-8=20 Concentrated Loads Cb) Vert: 3=42(B)6=17(3)17=42(B)18=42(B)19=42(B)20=42(B) /-5 PE7605i S AT��%�v O.ctoF ID U� NA i Job ifuss Iruss lype y Meadexmd250Avaxc Wl Aralan-West Indies D9 MONOPRCH GIRDER 2 Job Reference 0 tional nu-s,rtrlerm.r�. »aa, KUn: Wus Mar YLUlY HY6 tl.L1U5 Mar YLU11HAUl lNCY4VIq UIC IYB Nlay"l/lLAY LUIY_ 1 -- ID:25Y$9447Imurd2g5MnadCoyODm-hN rAHyZjl3PgXWT117_2dPwHOHa_ROt hK 533 1038 16312 1640 ' 63.3 F 5a5 I— SOS 3 2x4 II US 14 6 314= 2x4 It 6x8= 2xa II 1640 S3J 1p34 15312so3 2 1W ' sa3 i sOs I ' crsb-� 41w Dead Load Dell. -1116 In Plate Offsets ()(.Y7- f4:0-1-12 0-1.8L (5:0-1-12,0.1.81 17:D30 04-41 18:0-7-8 D-2-e) 110:0-4-4 0-231 111.0-2.0 0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Ildell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 029 Vert(LL) 0.09 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.1511-12 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.56 Horz(CT) 0.02 10 n1a nfa BCDL 10.0 Code FBC20177rPI2014 Matrix -MS Weight: 271 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* Bt: 2x6 SP M 26 SOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0 (min. 0-1.8). 10=0-4-0 (min. 0-2-9) Max Horz1=409(LC 8) Max Upli81=720(LC 8), 10=2550(1-C 8) Max Gmv1--2318(LC 1), 10=6203(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 1-2-481611518, 2-0=2891/833, 3-0=27491845,4-5=269/427 BOT CHORD 1-12=168114229, 12-16=1681/4229,16-17=168114229, 11-17=-168114229, 8-10=484W105, 5-8=1729/877 WEBS 2-12=511/1495, 2-11=1942/817, 4-11=102312951, 4-8---341911335, 5-7=-60611159, 8-11=102712624 ' Structural wood sheathing directly applied or 5-6-13 oc pudins, except end verticals Rigid coiling directly applied or 10-0-0 cc bracing, Except 6-0-0 cc bracing: 7-8. 6-0-0 oc bracing: 8-10 NOTES- 1) 2-ply truss to be connected together with IDd (0.131513•) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 mm staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 mw at G-9-0 oc 2) All 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 loads noted as (F) a (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vu1r160mph (3-second gust) Vasd=124mph; TCDL-5.Opsf; BCDL=5.Dpsf; h=16f ; Cat II; Exp C; End., GCpI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (t=lb)1=720, 10=2550. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1976 lb down and 780 lb up at 7-0-12. 899 lb down and 331 lb up at 9-0-12, 899 lb down and 337lb up at 11-0-12, 899 lb down and 342 lb up at-13-0-12, and 870 lb down and 325lb up at 151-0, and 1495 lb down and 726 lb up at 16-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vero 1-6 -70, 10-13=20, 9-10=20, 7-8=20 Concentrated Loads 0b) Vert: 7=1495(e)10=-070(F)16=1976(F)17=899(F)18=599(F)19=-899(F) PE 76 59 1 1 8/0 job truss Innis lype MaadmjoDd160Ava1m Wl AvalmFWastlMias D10 Hall Hip Girtler 1 1ply 2 JobReferancefriptionall Trvss., l P L, 34 1 4x7 = 17 18 39-15 7-5-0 ' 11-104 163-0. 3-9-16 3-7.1 454 4-94 Dead Load Defl. -1116 in 4x5 = Plate Offsets (X,YI— [4:054.0-2-01 [6:0-2-00-1A V:Ed0e,0-3-81 [8:D-1-8 0-4-12] 00: 30 0-4-81 [120-2-30-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC O.94 Vert(LL) 0.09 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.94 Vert(CT) .0.1610-11 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.69 Horz(CT) 0.04 7 n1a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight 2191b FT=20% LUMBER- BRACING - TOP CHORD 20 SP No2 TOP CHORD BOT CHORD 2x6 SP NO2 WEBS 2x4 SP No.3'Except' BOT CHORD W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 7--Mechanical, 2=G-8-0 (min. 0-2-3) Max HOrz2=227(LC 8) Max Upfi07=1690(LC 5). 2=1287(LC 8) Max Grav7=5298(LC 1), 2=3760(LC 1) FORCES. 01b) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=714312419, 34=808612070, 4-5--463511525, 5-17= 463511525, 17-18=.4635/1525• 6-18--0635/1525, 6-7=-432011497 BOT CHORD 2-11=2281/6314, 11-19=228116314. 19-20=2281163l4. 10.20=2281/6314, 10-21=1921I5528, 9.21=1921/5528, 9.22=192115528, 8-22=192115528 WEBS 3.11=277f786, 3-10=1032(472, 4-10=118113203, 4-8=11791569, 5-8=-402f274, 641--200616107 Structural wood sheathing directly applied or4-5-15 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together wish tOd (0.131k3') nails as follows: Top chords connected as follows: 2x4 -1 cow at 0-9-0 oc. ' Bottom chords connected as follows: 2x6 -2 rows staggered at 0-641 oc. Webs connected as follows: 2x4 -1 row at 0.9-0 oa 2) Ail 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 loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=16ft Cal. II; Exp C; End., GCPI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconanent with any other two loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except W--lb) 7=1690, 2=1287. 9) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 to up at 12-8-12, and 151 Ito down and 177lb up at 14312 on top chord, and 1015 lb down and 412 to up at 434, 1845 to down and 728 Ib up at 7-0- \\\ / 8991b down and 306 Ib up at 9-0-12, 899Ih down and 272 Ib up at 11-0-12, 748 Ib down and 263 Ib up at 12-8-12, 8991b n dowan'k� Ib 13-0-12, g9lb dwno14.8-12, 901 Ib down 2191b 15-0-12 bottom The designlselecdon o\r�bilk (1J� . Elf—/�' up at and at and and up at on chord. connection device(s) is the responsibility of others. '%qF �\ _ i F /, V _� 7 LOAD CASE(S) Standard i PE 76Q Continued on page 2 _y;- (1 �--T7 -� SAtk� ` Gr ly m.S m5s lype y NeadcxRefeootl260A WI Avalmr-Wc Imias D10 HelrHip Girder jQw 1 Z Joh rence o dorsal mse, ft Plena, R.,3r951 aaK aMar 92a19 PrInC e130a Mar 92019 ek InW5IIle5,me Tue YT11]:22:502a1e e2 .. __._ _... .. __ .. _ _ _. ID25Ys9447kmmi2g5MnorlCoyODrxJSUa9d2011pw1p693)2sXCbiJ CwDFaShMvs7r�DhJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1d=-70, 4-8=70, 7-14=20 Concentrated Loads (lb) Verb 17=-34(F)18=151(F)19=1015(F) 20=1845(6) 21=899(8) 22=899(B) 23=-748(F) 24=.M(13) 25=70(F) 26=901(13) i +� PE76 A 9), russ Imss lype Meadmvood260Av IMWl Ava%mWest Indies D11 Raaf Spaded Girder 1 1 Job Refersnm (optional) SplU,8111 IMM. Ft PIBI FL,:Haw RWCa SMar 92019M,e $Mef 9Ln19MMKIMu5ele9M MO [l lI:! INlV al, - ID:25ys944?kmml2g5MIwrICoyODm-pH1yly_q�ymFzhLdDZ54P pjjuNfgGjhL6S Dnl 89-8 6-01-8 68-0 63D 2x4 II 3x4= Dead lase Deli. = ills In 64x4 = A 6 4x4 - 4M = 7 I� 10 4 2xe 11 Gfid 6r111B Plate Offsets (XY)- 14:0.4-8.0-1-01 r5:0.1-12.0-2-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (hoc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.95 Vert(LL) 0.20 4-5 >377 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.75 Vert(CT) -029 4-5 >257 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 7 n1a nta BCDL 10.0 Code FUC2017frP12014 Matra -MP Weight 59 lb F r m 20% ' LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD SOT CHORD 2x6 SP M 26 WEBS 2x4 SP No-3 BOT CHORD OTHERS 2x6 SP NO2 WEBS REACTIONS. (size) 5--Mechanical, 7=0-5-0 (min. 0-1.8) Max Uplifts=713(LC 4), 7=SW(LC 5) Max Gfav5=1508(LC 1). 7=1141(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All tomes 250 (lb) or less except when shown. TOP CHORD 4-7=-3881889, &7=252M56, 2-6=2521156 Structural wood sheathing directly applied or 6-11-8 oc pudins, except end verticals. Rigid ceiling directly applied or 6-10-8 oc bracing. 1 Row at mfdpt 2-5 NOTES- 1) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft;.Cat 11; EV C; End., GCpl=O.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to preventwater pondng. 3) This truss has been designed for a 10.0 psf bottom chord live load nonomcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 7 considers parallel to grain value using ANSUfP11 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to tearing plate capable of withstanding 100lb uplift at joints) except at -lb) 5=713, 7=544. 7) Hanger(s) mother connection device(s) shall be provided suffidenl to support concentrated k ad(s) 689 lb down and 352lb up at G-7-1$ and 684 lb down and 357 lb up at 2-7-12, and 684lb down and 357 lb up at 4-7-12 on bottom chord. The design/selection of such connection devioe(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). - LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads (piQ Vera 1-2=70, 2-3=70, 45=20 Concentrated Loads Ob) Vert S=-689(B) 9-684(B)10=-684(B) 7 � r u Joe I runs lype AvalwfWesl lndms E7 Gammon Jury 1piy jmftdoxxadMAvamffl 1 1 Job Reference Ronal awamn lrs,rc rm ram, w=i i I: 4x4 = 4 nV tx4 II r_ „v 1x4 It r_ Dead Load Dell. =1116 in III Id LOADING(psf) I SPACING- 2-0-0 I CSL I DEFL in (loc) IIdeO Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.63 Vert(LL) -0.07 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.72 Vert(CT) -0.14 9 >811 ISO BCLL 0.0 Rep Stress Inc YES WB 0.12 Horz(CT) 0.00 8 nia We BCDL 10.0 Code FBC20177rPI2014 Matrix -MS Weight 59 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direc0y applied or 64)-0 oc purfins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceding directly applied a 104)-0 oe bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=041-0 (min. 0-1-8), B-D-" (min. 0-1-8) Max Horz10=83(LC 7) Max Upfift10=-362(LC 8), 8=367(LC 9) Max GmvlO=701(LC 1), 8=713(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All for 250 (lb) or less except when shaven. TOP CHORD 3.4=2581146, 4-5=2591149 WEBS 3-10=-474f390, 5-0=-4731J83 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=S.Dpsf; BCDL=S.Opsf; h=16R; CaL II; Exp C; Part. End., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless othervAse Indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load n_onconcument with any other live bads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb)1D=362, 8=367. LOAD CASE(S) Standard BL f PE 76051 f '� �Alt- s job truss iype ply Meadmu 260 Avalon Wt Avalan-WW lndlea ITruzz Era Mip GidU 1 1 Job Reference (optiorhell - eouNmn Trwm, Ft PwrCeN FL, M%bl Run: Dead Load Den.- the In 4x7 = 40 = 1x4 II 03-5 5-0-0 7S-0 10-10-8 1a-2.8 12-60 , ' 0-BS ( 4311 2-6-0 I 34-8 13-0 Plate Offsets (X,Y}- 12:04-3.0-0-141.14:OSA.0-2-01.113:0-2-3 0-0A1 r15:0-2-0 0-0-81 LOADING(psl) SPACING- 2-0-0 CSI. DEFL in (loc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.10 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.53 Vert(CT) .0.1710-11 >677 180 BCLL 0.0 Rep Stress Ina NO WB 0.10 Hom(CT) 0.01 9 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 65 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 -Except' T3: 2x4 SP M 31 SOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 1041-0 no, bracing. REACTIONS. (size) 9=0-8.0 (min. 0.1.8), 12=0-11-5 (min. (1-1-8) Max H0rz12=71(LC 6) Max Upli89=449(LC 9), 12--413(LC 8) Max Gmv9=1031(LC 18), 12=949(LC 17) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-742/320, 3-0=-8061367, 4-23=-6011314, S23=S01/314, 5-6=749J357, 6-7=-6951327 BOT CHORD 2-12=273f731,11-12=278f742, 11-24=2751/56,10-24=2751156, 9-10=-2851714, 7-9=285/714 WEBS 4-11-0/306, 5-10=01293, 6-9=541/303, 3-12=5021309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vosd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cal. 11; Exp C; End., GCPI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless othervAse indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load noncencumenl with any other live loads. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift atJolnt(s) except at -lb) 9=449, 12=413. 7) Hanger(s) or other connection device(s) shall be provided suf0cient to support concentrated load(s)148 lb dovm and 208lb up at 5-", and 92lb dawn and 114lb up at 6-3.0, and 148 lb down and 208Ib up at 7-6-0 on top chord, and 305 lb down and 56 lb up at 5-0-0. and 50lb down at 6-34, and 305 lb down and 56 lb up at 7-54 on bottom chord. The design/setection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). ' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Incmase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert 1-4--70, 45=70, 541=70, 17-20=20 Concentrated Loads Qb) Vert: 4=94(13) 5=94(121)11=123(B)10=123(B) 23=70(B) 24=32(B) ! PE 76951 %+1 �C0RID %� �� job Inuss Imes lype Qty ply Mea 01260AWWWl Avalon Westindies E4 Common Gtrda 1 1 Job Reference Loptionall SouNmn Tmss. K P WCo.fi.. 31951 4x4 = 1x4 II 1.411 Ii LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.58 Vert(LL) 0.04 7.8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 I BC 0.75 I Vert(CT) 0.07 7-8 >832 180 I I BCLL 0.0 Rep Stress Ina NO WB 0.21 Horc(CT) -0.01 7 nla Na BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight 54 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 10-" on pudins. T2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP Ne.3 SLIDER Right 2x4 SP No.31-1-10 REACTIONS. All bearings 9.10-0. 8b)- Max Horc9=99(LC27) Max Uplift All uplift 100 Ib cr less aljoint(s) except 7=-422(LC % 8=185(LC 8), 9=-343(LC 25) Max Gmv All mclions 250Ib or less atjoint(s) except 7=1218(LC 18), 7=1140(LC 1), 8=887(LC 1), 9=458(LC 13) FORCES. (lb) - k1ax. CompJMax. Ten. - All forces 250 (b) ar less except when shown. TOP CHORD 2-0=-2581662, 3-4=196f702, 4-5=-2001657, 5-6=-3311866 BOT CHORD 2-9=561269, 8-9=561247, 7-8=-561247, 6.7S590I173, 6-19=5901173 WEBS 5-7=-8871423, 4-8=617242, 3-9= 352f330 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=5.Opst BCDL=5.Opsf, h=16ft; Cal II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 7, 185lb uplift at joint 8 and 3431b uplift at joint 9. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated lcad(s) 952 lb down and 311 Ib up at 12-0-12 on bottom chord. The design/selection of such mnnectfon device(s) is the responsibility, of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bark (B). LOAD CASE(S) Standard 1 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Veit 1-4=70, 4-6=70, 12-16=20 Conoco rated Loads (Ib) Vert: 19=952(B) \c11 IeL//'/���i i� pE760rr� l� VA�'Z ion InIss lruss lype Mtadorvmd 260Avaon ve Avdlon-WeetJMm H7 Common 2 1 Job Reference o onal soM! mTmi, KPlert FL, 3r51 0 3x4 u 4.4 = 1x4 II Imn Dead toad Deg. = 1116 in' Plate Offsets (X.Y)- r1:Edge.0-1-121, f3:Edee.0-1-121 LOADING(psf) SPACING- 240-0 CSI. DEFL. In Ooc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.50 Vert(LL) -0.05 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.11 5 >875 180 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 4 We We BCDL 10.0 Code FBC2017/rPI2014 Matrix -MR Weight: 36In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2z4 SP No.3 SOT CHORD REACTIONS. (size) 6=Meamnlral,4=Mechanlcal Max Horz6=-40(LC 4) Max Uplifl6=90(LC 8), 4=A0(LC 9) Max Gmv6=362(LC 1). 4=362(LC 1) FORCES. Ob) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=268/94, 23=266194,1-6=2621106, 3-0=2621106 Structural wood sheathing directly applied or 64)-0 oc puriins, except end 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; Vult=160mph (3-second gust) Vesd=124mph; TCDL=5.Dpsf; BCDL=5.0psf; h=16ft; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconament with any other live leads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 In uplift atJolnt 6 and 90 to uplift atfoint 4. LOAD CASE(S) Standard pS5F1�.�1�- 1 PE 76! `! = 1 STpxt&- � Job Ns5 Innis lype Meadowoed 260 Avalon Wl Avalm�West Mes H2 Hip JQW jPJY 1 1 Job Reference (optional Trm, LP wre,F ,34%1 RunNa TM17t ID25YsS47lemi2g5MnodCoyODno-aMlKaZTC7b?6sGe1EFMbbdoJ;9 LhtE 4." a 3x4 II 040 3x4 = tx4 II 3,4 = annrv—, 2 3 4 1x4 II 680 3.tee 2 8+0 ' aaoa 0,,i=iun aa4 3c4 11 Dead Load Den. =1116 in Plate Offsets (Y Y)- r1:Edge,G-1-121 12:0-2-0,0-Z81, f4.0.2-0D-2$I, 15•Edge,0-1-121.16:0-2-0.0-0-01 18:G-2-00-0-81 LOADIN06mo SPACING- 2-04 CSI. DEFL In Qoc) l/de8 Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(U-) -0.05 7 >999 240 MT20 244/190 TODL 15.0 Lumber DOL 125 BC 0.35 Vert(CT) -0.11 7 >868 180 BOLL 0.0 Rep Stress Ina YES WE 0.03 Horz(CT) 0.00 6 n/a Na BODL 10.0 Code FBC2017RP12014 Matrix -MR Weight 35 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 8=Mechanical, 6--Mechanical Max HorzB=-37(LC 4) Max UpliftB=-88(LC 8). 6=-88(LC 9) Max Gmv8=362(LC 1), 6=362(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=271189,45=271W. 1-8=-2611103,5-0=2611103 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid Ceiling directly applied or 10-0-0 cc bracing. 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=5.Opsh BCDL=5.Opst,, h=16N Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This buss has been designed for a 10.0 psf bottom chord live load noncencunerd with any other Irve 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 88lb uplift at joint 8 and 88 lb uplift at)oint 6. LOAD CASE(S) Standard NgF`��L i pE 76 — r S A !/ \ 4U NA;E�G�\\� Job Nae I russ I ype M�260Av Wl Avpl West llwle H3G Mp GWW 1 t Job Reference o onal Truss, Pierm, �., 3/951. 414 = 40 = ix4 11 1x4 II 1x4 II 1.10-0 BSO 8dd I 1-10-0 I 4�-0 I 1-100 ( Plate Offsets (X,YI- (9:0-2-3.0-0-81, if 1:0.23.0-0-81 LOADING(psi) SPACING. 2-0-0 CSI. DEFL. in Doc) Well Ild PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.53 Ven(LL) -0.01 7-8 >999 240 MT20 244/190 TOM 15.0 Lumber DOL 125 BC 021 Ven(CT) -0.03 7-8 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.05 Horz(CT) 0.01 5 Na nla BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight 55 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2k4 SP No2 *Except- F2: 2x4 SP No.3 WEBS 24 SP No.3 OTHERS 2x4 SP N0.3 REACTIONS. (size) 2441-0 (min. 0-1-8). 5=04W (min. 0-1-8) Max Horz2=39(LC 6) Max Up[WQ-135(LC 8), 5=135(LC 9) Max Gmv2-508(LC 36), 5=508(LC 37) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 0b) or less except when shown. TOP CHORD 2.3=5BV72, 3-25=-461152, 2526=-461152, 4-26=-061f52, 4-5=561172 BOT CHORD 2-8=-111507, 7-8=51512, 5.7=111508 BRACING - TOP CHORD Structural wood sheathing directly applied or 6h0 oc pudins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. Except 6-" oc bmdng: 2-5 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3secend gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=168; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates ere MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurtem with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 2 and 135 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)165 lb down and 228 lb up at 1.10-0. 80lb down and 21 lb up at 3-1.13, and 80 lb down and 21 W up at 5-23, and 165 lb dawn and 228 lb up at B80 on top chord. The deslgnlselecion of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof live (balanced): Lumber Increase=1.25, Plate Inaease=125 Uniform Loads (pif) Vert 1-3=70, 3-0=70, 4-6=-70, 19-22=-20 Concentrated Loads (Ib) Vert 3=97(B) 4=97(B) Job nus Truss I ype city y Meadowom 26e Avdan wl Mak.West Ladies 114G Ham Kp GLder 1 1 Job Reference o tional • -• - Sauawe runs, FL Plerm, FL, 34951. Rm[25Ysa Mar m9 sNor 82019I ek ]wNues,lne Jg 11T.T1:5]2019 Pa el ID25Ys9447gnmi2g5MnorlC7-5-0 �RPD102a5AjvMu9VzhgVJgN 83STc3GZncEzEi7hC 4-2-8 75-0 ' aza I a-za 2 4Y7 = e 2%4 II 3z4= F LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina NO Code FBC2017/TPI2014 CSI. TC 0.42 BC 0.92 WB 0.34 Matrix -MP DEFL In Vert(LL) 0.05 Vert(CT) -0.09 Holz(CT) 0.01 (Icc) Odeft Ud 5-8 >999 240 53 >90 180 4 n1a n/a PLATES GRIP MT20 244/190 , Weight 341b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (size) 1-0-8-0 (min. 0-1-8), 4-Mechanical Max Horz1=106(LC8) Max Uplift1=252(LC 8), 4=365(LC 8) Max Gmv1=832(LC 1).4=1035(LC 1) , FORCES. (lb) -Max. Comp./Max. Ten. - All tomes 250 0b) or less except when shown. TOP CHORD 1-2=1028/303 BOTCHORD 1-10=319/874, 10-11=J111874, 5-11=-3111874, 5-12=3231926, 12-13=3231926, 4-13=323/926 WEBS 2-5=184/834,24=1161/404 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0pst BCDL=5.OpsF h=16ft; Cat II; Exp C; End., GCpi-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL 1 60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 pat bottom chord live lead noncencurent with any other live loads. 5) Refer to girder(s) for truss to b= connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252lb uplift at joint 1 and 365 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s)168 lb down and 87 lb up at'4-2-8, and 75lb down and 90 It, up at 5-1-13, and 75 lb down and 9416 up at 73-4 on top chord, and 342lb down and 108 Ib up at 1-10-12, 342 lb down and 110 lb up at 3-10-12, 111 lb down and 31 lb up at 42-6, 421b down at 5-1-13. and 342 lb down and 110lb up at 5-10-12, and 51 lb down at 7-34 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=70, 23=70, 4-0=20 Concentrated Loads (lb) Vert: 2=29(S) 3=73(B) 4=28(B) 9=42(13)10=-342(F)11=342(F)12=19(13)13=342(F) 1 PE 76051 Joe Iruss lype Y Meatla�vootl2e0Avdon Wl Avabn-Weafin M ITruss XW vau" 1 1 Job Reference fantlonall a.00r 2 2x4 O U LOADING(psf) I SPACING- 2-0-0 I CSI. I DEFL in (loc) Well L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.15 Vert(LL) 0.00 2 nlr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 2 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 nla We BCDL 10.0 Code FBC2017/fP12014 Matrix-P Weight 5lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-" cc purlins. BOT CHORD 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (sae) 1=2-0-0 (min. 0-1-8),3=24)-0 (min.0-1-8) Max HOR1=35(LC 5) Max Uplifl1=19(LC 5), 3=24(LC 5) Max Gravt=61(LC 1), 3=47(LC 1) FORCES. (lb) - Max. ComplMax. Ten. -AII forces 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=S.Opsf, h=16ft; CaL II; Exp C; End., GCpi=0.18; 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 psf bottom chord live load nonamourrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 24lb uplift at Joint 3. LOAD CASE(S) Standard \\\\\� 1M IBC//////Z PE76 5 /�//j; SION4 \\\ J t O russ Imes type FlyMPadOW004260 Avabn Wl Avdl %V stladies W4 vaDey 1 1 Job Reference a flonal aoumem ,ruvs.rtr.,w.r....r•a�,. ,.��,.o.�.... s9a...�.......�......�......_..—...� .__.._ _. .._____._-_ _ ID:25Vs9447kinmi295MnddCoyODrxapWjvlydozECCIt56izP5iMEymOXRFvWa21h hA 314= 2xe II 6.00 12 2 3 4 2x4 G LOADING(psf) SPACING- 2-0-0 CSL DEFL In (loc) Ildell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) Na - We 999 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.17 Vert(CT) n/a - We 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hwz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC2017FrP12014 Matrix-R Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Nc.3 TOP CHORD Structural wood sheathing directly applied or 44)-0 oc pudins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-" (min. 0-1.8), 4=4-0-0 (min. 0-18) Max Horz1=24(LC 8) Max Upllftl=-36(LC 5), 4=-48(LC 5) Max Grav1=146(LC 1), 4=146(LC 1) FORCES. gb)-Max CompJMaxTen. -All forces 250(Ib) orless exceptwhen shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=16ft: Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to preventwater ponding. 3) Gable requires continuous botom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 It, uplift atjoint 1 and 48lb uplift at Joint 4. LOAD CASE(S) Standard Job rues iniss 1we Qw Fly fJaWooaodMAv Wl Avakv West lrkl Ji Jack-0pm 11 1 Joh Reference o 8onai Saamgrh Tntw. FL PI FL. MMI IWM.".s.1afllla rrv�c a.wusmeraa,a w,an, uuw,A,w r�•,.w+.+-�.�•� -- ID:25V59447kmmdgSMnodCoyODrx-204Mw15TO55VEM[4tpD(.1c17U8L7XGuV21EnRD Dh9 -2DA 241-0 1-0-0 LOADING(psi) SPACING- 24)-0 CSI. DEFL in Qoc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.33 Vert(LL) 0.00 9 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 125 BC 0.11 Vert(GT) 0.00 9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 nta We BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural woad sheathing directly applied or 1-0-0 cc purilns. BOT CHORD 2x4 SP No2 BUT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2 041-0 (min. 0-1-8), 4=Mechanical Max Hor42=66(LC 8) Max Up1103=42(LC 1), 2=143(LC 8), 4=-64(LC 1) Max Gmv3=33(LC 4), 2=340(LC 1). 4=44(LC 4) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3second gust) Vesd=124mph; TCDL=S.OpsF, BCDL=S.OpsF; Ir-16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads. 4) Refer to girder(s) for truss, to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift atjoird 3, 143 lb uplift at joint 2 and 64 lb uplift at joint 4. LOAD CASE(S) Standard to I IBL iJ PE76 f truss inum type MeddPIODdMAVJI " Avaton-West Indus J2 Jad*-0pw jQty JHY 8 1 Joh Reference (optional) -SOWiam Tn¢s. Ft Pbrra, R, 34951 . . Plate Offsets KYI— 12:04-7.0-041 15:0-2.3.0-0-81 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Uden I L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.33 ' Vert(LL) -0.02 4 >999 240 MT20 2441190 TCDL 15.0 LumberDOL 125 BC 0.13 Vert(CT) -0.03 4 >947 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 r9a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanicel, 2-0-8-0 (min. G.") Max Horz2=91(LC 8) Max Uplift3=8(LC 8), 2=113(LC 8) Max Grav3=38(LC 3), 2=309(LC 1) FORCES. go) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied a 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Cpsf; h=161t: Cat II; Exp C; End., GCpI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other I'ive'loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 8lb uplift atjoint 3 and 113lb uplift atjoint 2. LOAD CASE(S) Standard X a01 Nay Nee ypa Neatlawootl 2e0 Avalon Wl Aval o-We bWies J2A Jetl�-0pmi 2 1 Job Reference o 'onal SwAham TMM. Ft Pieroe, FL, %95 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (toe) Well Lld PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.33 Vert(LL) 0.00 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11, Vert(CT) 0.00 4-9 >999 180 BCLL 0.0 Rep Stress Ma YES WB 0.00 Horz(CT) -0.00 2 nla nla BCDL 10.0 Cade FBC20171TPI2014 Matrix -MP Weight. 121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 104)-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanica1, 2-0-8-0 (min.0-l-8), 4=Mechanlral Max HOrz2=87(LC 8) Max Uplift3=20(LC 8), 2=115(LC 8), 4=17(LC 1) _ Max Grav3=21(LC 13), 2=308(LC 1), 4=28(LC 4) FORCES. (lb)- Max -CompJMax.Ten. -All forces 250(Ib) orless except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.OpsF h=16 t; Cat It; Exp C; Enc., GCpI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This buss has been designed for a 10.0 psf bottom chord live load noncontument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 3,1151b uplift at joint 2 and 171b uplift at joint 4. LOAD CASE(S) Standard wk \GENSF�l PE76 51 , i ♦ �W�� j(V�� i�Oc� ;C0R)0 C,=��� JOV mffi Inuss lype ply MO,11 211 AMIen Wl Avaf»West Wier a.lady-0p 9 1 Job Reference (optional) aoumetn truss. ru rierts, n., waah Plate Offsets (X.YF- 12:0-1-7,04-11 15:0-2-30-0-81 LOADING(psf) SPACING- 24)-0 CSL DEFL In (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(l) -0.00 4-9 >999 240 MT20 2441190 TCUL 15.0 Lumber DOL 125 BC 0.07 Vert(CT) -0.01 4-9 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.00 Harz(CT) 0.00 2 n/a We BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 OTHERS 2x4 SP N0.3 REACTIONS. (sae) 3--Mechanical, 2=0-8-0 (min. 0-1-8),4=Mechanical Max Horz2--114(LC 8) Max Uplift3=83(LC 8), 2=108(LC 8) Max Gmv3=67(LC 1), 2=328(LC 1), 4=46(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural Wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCOL=5.0psf; h=16f0 COL II; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load noncancurrent with any other Ihm loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to hearing plate capable of withstanding 53 lb uplift at joint 3 and 108 lb upOR at joint 2. LOAD CASE(S) Standard �i i PE76 51 �1 T i >L i �0 4 i� .c Job N55 Inuss type Meatlawo MAvabnvA AvalwtWest lndles ME Jack -Open 1 1 Joh Reference o [ional S-" Tfuss, R Perre, FL, 34951 Rurxe.Zie a Mar szotswcca.-rwamars M.MnexnglL911PS.Inc � ue n�.saveeu�e ra '- 1D:PWs9447Wnrni2g5MnalCoyODm-70C6Lj6wjLDTHSmEGgO hJkmrLCYGXH M h7 -2-0-0 3-0-0 f 2-0-0 ~ 3-0.0 _ ) Y179 3-8 f0-0 7.7-8-0~ 3-0-0 d—I Plate Offsets 0(Y)— 12:O-3-7 0-OA 17:0-2-0 O-0-SI - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) gdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.50 Vert(LL) 0.00 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.01 5-6 >999 180 BOLL 0.0 Rep Stress Ina YES Will 0.07 Horz(CT) -0.07 4 rda n1a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4--Medtanital, 5=1VIechanical, 6=041-0 (min. 0-1-8) Max Horz6=114(LC 8) Max Upllft4=137(1_C 1), 5=188(LC 1), 6=243(LC 8) Max Gmv4=50(LC 4), 5=68(LC 4), 6=734(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (Ib) orless except when shown. WEBS 3-6=-3821162 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=160mph (3,wacnd gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psF, h=16fk Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live leads. 4) Refer to girder(s) for truss to truss connedions. 5) Provide mechanical connection (by others) or thus to hearing plate capable of vrithstanding 137lb uplift at joint 4, 188 lb uplift at joint 5 and 243 lb uplift atjoint 6. LOAD CASE(5) Standard NSF'```�l i pE 76051 I GO_R1D Jou Truss IwwType Meadouood260Avsm Wl AvalartWestlydm J5 jraz ,O en 29 1 Job Reference (optional) SooUerO Tnna. FL Platte, FL, 34951 Plate Offsets (X.YI— 9:0-3-7 0-0-4t r5:0-2-3,0-0-91 LOADING(psf) SPACING. 2-0-0 CSL DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-9 >999 180 BCLL 0.0 Rep Stress lnv YES WB 0.00 Hom(CT) 0.01 2 Na nha BCDL 10.0 Code FBC2017/IP12014 Matrix -MP Weight 22 lb FT=20k LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Medtanical,2=0-84) (min.0-1-e),4=Mechanical Max Horz2--1S5(LC 8) Max UpIWfl 102(LC 8), 2=-115(LC 8) Max Gmv3=140(LC 1), 2=397(LC 1), 4=90(LC 3) FORCES. Qb) - Max. Comp./Mm. Ten. - All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsf; h=16ft,, Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other rwe loads. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of vvbstanding 102 lb uplift at joint 3 and 115lb uplift at joint 2. LOAD CASE(S) Standard M . Bc NSF`.�L- PE 76O�5I J� s AT�y'�%� Job runs truss lype llrawxA260Avebn Wl Ava!p West Indies 15E Hex Hip Suppoded 1 1 Job Reference (optimal) SWAM Try .M ,FL, 34951 Plate Offsets MYt— 14:0-2-0.0-2-81, f8:0-23.070-e1 LOADING(psQ=PIP2.0.02.0.0 CSL DEFL Inn (icc) Wall Lld PLATES GRIP TCLL 20.0 125 TC 0.32 Vert(LL) -0.00 1 nlr 120 MT20 2441190 TCDL 15.0125 BC 0.08 Vert(CT) -0.03 1 nlr 90 BCLL 0.0 YES WB 0.04 Horz(CT) 0.00 6 nla n1a BCDL 10.0lTP12014 MatrorS Weight 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 SOT CHORD OTHERS 2xil SP No.3 REACTIONS. (size) 6=5-0-0 (min. 0-13), 2=5-0-0 (min. 0-1.8), 7=5-0-0 (min. D-1.8) Max Hom2=145(LC 8) Max UpIIR6=35(LC 4), 2=90(LC 8), 7=86(LC 8) Max Gmv6=72(LC 1), 2=322(LC 1). 7=187(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -AII forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc pudlns, except end verticals. Rigid coiling 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Ope , BCDL=5.Opsf; h=16(C Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconalrrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate =Pablo of withstanding 35 lb uplift at joint 6, 90 lb uplift at joint 2 and 86 to uplift at joint 7. LOAD CASE(S) Standard tA. BLS r PE 76.l_. I ! in I '� Job ruse iruss lype plyMesdaaood26p A.Ien W1 AvabrFWestlMies J5G Jac4-Opm Girder 2 1 Jab Reference (optional) smawn Truss, Ft Pram, FL, x951 Run: 82M a Mar 92019 Print 8230 a Mar 92019 MRek lningivI ,Inc. Tun 2I 17:2M 2019- 1 ID:25Ys9447km agWnodCoyODm-Pz Frl9cDdjnK7mlRNpNeMjEg .4krrAWCu h4 sa-o I , soa Dead Load Dell. =118 in 5x4 = Plate Offsets MY)— r1:0-M,(l-1-121 LOADING(psf) SPACING. 2-0-0 CST. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.12 3-6 >495 240 MT20 244119D TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.24 3-6 >250 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Hom(CT) 0.03 1 n1a We BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP M 31 REACTIONS. (sae) 1=0-8-0 (min. 0-1-8), 2=Mechanical, 3=Mechanical Max Harz 1=124(LC 8) Max Upriftl=152(LC 8), 2=121(LC 8), 3=70(LC 8) Max Gmvl=706(LC 1), 2=204(LC 1), 3=327(LC 1) FORCES. 0b). Max. Comp./Max. Ten. - All forces 250 0b) a less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid miring drectly applied a 10-" oc bmdng. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrerd with any other rive loads. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152lb uplift at joint 1, 121 lb uplift at joint 2 and 701h uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided suf0dent to support concentrated load(s) 451 lb down and 107 lb up at 1.0-12, and 342 lb dawn and 107 tb up at 3-0-12 on bottom chord. The design/selectlon of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.26 Uniform Loads (pit) Vert 1-2>70, 3.4=20 Concentrated Loads 0b) Vert 7=451(B) 8--342(B) J00 1russ type 1400 woa260Avabn Wl Aval nWest hx5m irruss AE Hex Hip aupWed jQty jPiy 1 t Job Reference optional) YaBN N61, L ,31 1 3,4 = 2x4 II WA II 5 6 Plate Offsets fX YF- I5:0-2-0 0-2-8t 110:0-2-3 0-0-81 - LOADING(psf) SPACING- 24Y0 CSI. DEFL in poc) Well Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.32 Vert(L-) 0.00 1 nfr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.03 1 nir 90 BCLL 0.0 Rep Stress Inch YES WB 0.03 Horz(CT) 0.00 7 nfa We BCDL 10.0 Code FBC2017frP12014 Matnx-s Weight 30 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP-No2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP N0.3 REACTIONS. All bearings 5814. (lb) - Max Horz2=145(LC 8) Max Uplift All uplift 100 lb or less atjolnt(s) 7, 8, 9 except 2=104(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 7, B. 9 except 2=316(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 250(Ib) a less except when shown Structural wood sheathing directly applied or 5-6-14 oc pudins, except end 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; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.Opsf; h=1611; CaL II; Exp C; Encl., GCpI=0AS; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exp3sed to wind (normal to the face), we Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at240-0 cc. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconwirent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) 7, 8, 9 except Ot=-lb) 2=104. 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard 91 Job Nee Imss lype Meadewood2a0Av Wl A SWOA es Mies J7 JACK -OPEN 10 7 Job Reference o Bonal SauNem Tiuss, Fl. Plmrq FL.34951 tarta2Sswaraai2g5MoriCoyar IFZVZR uu=, - - ID:25Y5944?lanmf2g5MnodCoyODrx-I.MYIORAsIFZVZRwOZnrtj AP4P3E4McLOhl -2 60 7-0-0 1 2-0-0 1 7-0-0 - LOADING(pst) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Inc YES Code FBC2017irP12014 Dead Load Dell. =1I8 in k CSI. DEFL. In (foe) Well Lid PLATES GRIP TC 0.78 Ver(LL) 0.13 4-9 >650 240 MT20 244/190 _ Be 0.58 Vert(CT) -024 4-9 >345 180 WB 0.00 Horz(CT) 0.02 2 n/a n1a Matrix -NIP Weight 28lb FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechaninl, 2 0-8-0 (min. 0.1-8). 4--Mechanical Max Horz2=215(LC 8) Max Uplifl3=149(LC 8), 2=-128(LC 8) Max Grev3=207(LC 1), 2=478(LC 1), 4=131(LC 3) FORCES. 0b) -.Max. CompJMa Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Dpsf, BCDL=5.Cpsf; h=168; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are Mr20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load noncencurent with any other rive loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (j -Ib) 3=149, 21128. LOAD CASE(S) Standard BL i _ I PE76 Ps T - J , - ORIo 1 / L� /////�SS�ONA1 E'; \t xN O Nee russ ype U&WV.T d260Avalan Wl Avalon-WeO MGes J18 Je*4w 4 1 Job Reference foptionall FL Pimw, FL, 30951 Mrta We Mar 9Le19P a."<.w 6 Mar v Es M�lel{�Mn591®. me we <r irciw aura ry ID:25Ys941?lonmi2g5MnoriCoyODm-LM??ORASIFzV2R�WZnnjnog PW E41�izez h2 -2-0-0 1b0 2-0-0 I 14f-0 Plate Offsets (X Y)- I2.037 6(F51 1542-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. OEFL in (toe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.33 Vert(LL) 0.01 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.08 VBn(CT) -0.02 4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) .0.00 2 We rda BCDL 10.0 Code FBC2017frP12014 Matmc-MP Weight: 12lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2-041-0 (min. 0-1-8) Max Horc2-82(LC 8) Max Uplift3=16(LC 1). 2=117(LC 8) Max Gmv3=45(LC 4), 2=309(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forms 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purtins. BOTCHORD Rigid ceiling directly applied or 104)-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuR-160mph (3-second gust) Vosd=124mph; TCDL=5.OpsF BCDL=S.Opsf; h=1611; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other livetoads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 3 except at -lb) 2-117. LOAD CASE(S) Standard -I B_L Nslt- PE 760�51 1� y s a 4 /2,//�SS ONFil N55 Iruss lype Mea260Avd %V! evamra A.WA*st lrWies J42 Ja&-Open 2 1 Jab Reference o bnal SauNam rvss. Fr. Pierm. FL. 34951 Plate Offsets MY1— 120-3-7 0-0-41 15:0-23 0-0-81 - -- LOADING(l:4 SPACING- 24)-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.33 Ved(LL) -0.01 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.16 Ved(CT) -0.03 4-9 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 Na n1a BCDL 10.0 Code FBC2017ITP12014 Matmr-MP Weight 20lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Medianical, 2-041-0 (min. 8-1-8).4=Mechanical Max Hom27-145(LC 8) Max Uplif0=83(LC 8), 2=111(LC 8) Max Grav3=112(LC 1), 2=367(LC 1), 4=73(LC 3) FORCES. (Ib)-Max CompJMax. Ten. - All forces 250 Qb) or lass except when shaven. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2.8 oc pudins. BOTCHORD Rigid ceiling directly applied or 10.0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates am MT20 plates uNess otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nanconartent with any otter liveloads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (p=1b) 2=111. LOAD CASE(S) Standard V PE 76051 1 STATE'-l'f job Truss "o Mpadouood260Awa Wl Avalon -West Irkd1m 1fruss J75 Jack-0pen 1 1 Job Reference LaLgonal SMN M russ.RP�R"UM1 Run:623os 82019 PrmC s 8 19I.9 u .N Tue May 21172909 W19 91 ID25Ys9447Wnmi2g5MMdCoyODm-FD7mp6C6H9EDpk3ogCWoCw_2Htz Np8TP1 h0 20-0 75-0 7-5.0 - Dead Load Deft. = 3116 in a a Plate Offsets (X,Y)— 12.04-7 0-0-21 15'0.2-0 0-0-81 - - LOADING(PsD SPACING- 2-0-0 CSI. DEFL In (foe) Well Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.89 Vert(LL) 0.17 4-9 >534 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.64 Vert(CT) -0.31 4-9 >287 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.03 2 n1a Na BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight 30 lb FT=20% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2-0-8-0 (min. 0-1.8), 4=Mechanical Max Horz2=225(LC 8) Max Upiifl3=158(LC 8), 2=131(LC 8) Max Gmv3--221(LC 1), 2=496(LC 1), 4=139(LC 3) FORCES. cab) - Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=168; CaL I I; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load noncenwnerd with any other live loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 3=158, 2=131. LOAD CASE(S) Standard a] job ITUSS Imes lype My Meadwno4260Av wWl AvalanWest Indies J75G Jack -Open GnW jUty I 1 1 Job Reference Optimal Truss-, rt Harps. FL, 34 1 n: a.230s 9 9 t S SMar 9209AU ek kw. Tuer y2117:23:102019 1 ID:MsW?kmmi2g5MnorlCoyODrx-mxh81SDk1AM4Rue?EwPYLOODSNLpcKI W2oDzaaEDh7 7-5-0 3$3 I 3-6-13 r 2x4 II ��4 E.M. 8 Plate Offsets (XY1— r1:0-041,0-0-51 LOADING(psf) SPACING- 2-0-0 CSL DEFL- in (Ioc) lfdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.21 Ved(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Sc 0.88 Ved(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.43 Hoa(CT) 0.01 5 n1a n/a BCDL 10.0 Code FBC2017JTPI2014 - Matrix -MP Weight 32lb FT=20% LUMBER - TOP CHORD 2x4 SP NO2 SOT CHORD 2A SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0 (min. 0.1-8), 3=Mechanical, 6--Mechanical Max Hwz1=184(LC 8) Mex Uplift1=201(LC B), 3=76(LC 8), 5=243(LC 8) Max Gw1=817(LC 1), 3=104(LC 1).5=768(LC 1) FORCES. (Ib) - Max. CompJMax. Ten.- All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1170268 BOT CHORD 1-10=37511017, 6-10=-37511017, 6-11=37511017, 5-11=-375/1017 WEBS 2-6---1731785,2-5=11661430 BRACING - TOP CHORD Structural wood sheathing directly applied or5315 oc pudins. BOT CHORD Rigid ceiling directly applied or 9+13 ac bracing. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.OpsF, h=16$ Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads. 4) Refer to girders) for buss to truss connections. 5) Refer to girder(s) for buss to buss connections. 6) Provide mechanical connection (by others) of lass to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except 6t--Ib)1=201, 5=243. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentated load(s) 342lb down and 108 lb up at 1-10-12, and 3421b down and 1101b up at 3-10-1$ and 3421b down and 110Ib up at 5-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibil0y of others. 8) In the LOAD CASE(S) section, leads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Incaease=125, Plate Incase=125 Untionn Loads (pit) Vert: 13=70, 4-7=20 Concentrated Loads (Ib) Vert 6=342(B)10=342(B)11=342(8) owl ` I Bi 1pp�//// \��Q NSF����/� PE 76051 iPOo�: CORID ion truss 1russ type QtyMeadauood26a AvabnlM AvabrvWSI Ind' K1 Hp I 1 I Job Reference o onal � it ,,nua ram. .+.=, 3x4 = IM II 3x4= 2 3 4 0 7 a a 1x4 II 3x4 11 30 it 3a-Ins.8-0 4.2-0 443O Bh0 , ss --�F ass Dead Load Dee.=11161n Plate Offsets MY)— 11:Edoe,0-1-12L 12:0.2-0,0.2-81, i4:0.2-0 0-2-81 fS:Edge.0.1-121 16:0.2-0.0.0-0I. 16:0.2-0.0-M LOADING(pSQ SPACING- 24)-0 CSI. DEFL In (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.35 Vert(CT) -0.11 7 >862 180 SCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 6 n1a n1a BCDL 10.0 Code FBC2017frP12014 MaInx-MR Weight 35lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No2 WEBS 2x4 SP N0.3 REACTIONS. (size) B=Mechanical, 6--Mechanical Max Horz8=36(LC 5) Max UpIM---87(LC 8), 6=87(LC 9) Max GmvB=362(LC 1), 6=362(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shovm. TOP CHORD 1-2=272187, 45--27287,1-8=2601102, 6-6=2601102 BRACING - TOP CHORD Structural wood sheathing directly applied a 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. 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=5.Opsh BCDL=5.0psf; h=16ft; Cat 11; Exp C; Encl.. 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 nonconcurtem with any other live loads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 8, 6. LOAD CASE(S) Standard ow I I I \wIII /�//�///// PE76 �- TA*6.—�'� job I Puss I russ I ype Meadwood260Avalon Wl AvWcwWost Irwin Ik2 HWGWer 1 1 Job Referenm o 8onal saumem.� ruse, ev nerm. ram, a4sar 4x4= 4x4= 10 1X4 0 3.4 = 1x4 11 3X4 = 1-e-0 640 B4-0 Dead Load Defl. =1/16 in' Plate Offsets (XYF 12:0-2-0.0-1-121.13:0-2-0.0-1-121. 14:0-2 001-121 15:00.2-0 0-1-121.17:Edge,0-1-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (Ion) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.37 Vert(CT) -0.13 8-9 >729 180 BCLL 0.0 Rep Stress Ina NO WB 0.02 Hon(CT) 0.00 7 We n/a BCOL 10.0 Code FBC2017/rP12014 Mabbr-MS Weight 50 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 10=Mechanical, 7=Mechanical Max Horz10=38(LC 7) Max Upllftl(l- 87(LC 8), 7=87(LC 9) Max Gmv18=471(LC 17), 7=471(LC 18) FORCES. ph) - Max. CompJMax.Ten. -All forces 250(lb) orless exceptwhen shown. TOP CHORD 2-3=267/25, 4-5=267f25, 2-10=-386I109. 5-7=386/110 Structural vaod sheathing directly applied or 6.0-0 oc pudins, except end verticals. Rigid ceiling direcily applied or 10-" oc bmdng. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDLS.OpsP,, BCDL=S.OpsF, h=16fi; 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 vrater ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncenaurrent with any other live loads. 5) Refer to gbder(s) for buss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10, 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb dawn and 59lb up at 1.8-0,115 Ib down end 58Ib up st 36-12, and 1151b down and 58 Ib up at 4-7-4, and 212lb down and 591b up at 6-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undone Loads (pit) Vert 1-2=70, 2-3=70, 3-4=70, 4-5=70, 56=70, 7-10=20 Concentrated Loads (b) Vert: 3=57(F) 4-57(F) / PE 76 51 1 job Nss Imss iype ty ply N 260AW.Wl A"Il West lndim Nv2 va" I 1 .lob Reference a tiara) •--•^'^'• rlft,IC.YODM sLulsw�BR�lWe5.NMLROOr M nEW"4K1:1'W'6p D.9' 2-0-09449kmmi2g5MnorlCoyO0nMKpuRBE?7nmgCoNMLR00rV EW4KTpW6i3d§zlBOgz 2-0-0 , 2-0-0 I 2x4 i LOADING(pst) SPACING- 240-0 CSI. DEFL in (loc) lfdeO Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n1a - n1a 999 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.03 VergCT) n1a - Na 999 BCLL 0.0 Rep Stress Ina YES WR 0.00 Horz(CT) -0.00 2 We n1a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 240-0 oc purilns. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=24-0 (min. 0-1-8). 2=240-0 (min. 0-1-8), 3=243-0 (min. 0-1-8) Max Horz1=35(LC 8) Max UpliBt=12(LC 8), 2=-36(LC 8) Max Grav1-62(LC 1), 2=48(LC 1), 3=28(LC 3) FORCES. (Ib)-Max.CompJMax.Ten.-Allforces250pb)orlessexeeptwhenshown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsF, h=16ft; Cat II; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires con0nuous bottom chord bearing. 3) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANS6iPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) PmAde mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)otnt(s)1, 2. LOAD CASE(S) Standard PE76 51 1 I _ i JOB ra9S Inuss lype CRY Meador 260 Avebn Wl Avalmi.We Indlss MV3 Valley JMY 1 1 Job Reference (optional) S0uUmvn Truss,. Ft Place, FL, 34951 Run; 6.230 s Mar 92019 Prat dMa S Mar 92019 W"IMOSMea, Inc. T. May 21 17=132019 1 -' ID25Ys9447kmmi2g5MnodCayODrx-AWMGfUFdKSMIMNav2yFz22mEbZFpnjzkmRdgl PT) 2-7-14 r 2-7-14 2x4 i 2x4 H LOADING(PSI) SPACING- 2-0-0 CSI. DEFL in (loc) VdeB Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC O.N Vert(LL) Na Na 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.06 I VeA(CT) I nla nfa 999 I BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 nfa rda BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight 8lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc pudins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP Nq.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-7-14 (min. 0-1-8), 3=2-7-14 (min. 04-8) Max Harz1=47(LC 8) Max Upliftt=17(LC 8), 3=40(LC 8) Max Gmvl=85(LC 1), 3=85(LC 1) FORCES. Qb). Max. CompJMax. Ten. - All forces 250 (Ib) or less exceplwhen shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.Opsf; h=188; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber OOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom charts bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of vrithstanding 100 to uplift at joint(s)1. 3. LOAD CASE(S) Standard f PE 760� 1 - 1 7 [ 0PO NA\ i Y .100 rua5 Truss iype my Meadaaood210Aw1,ni Wl AVWl We Mi. MV4 Valley 1 1 Job Reference o tional smnnem rNss, rc rime, ri-, a ' wucs.2ws Mar sears rrxre s.�wa Mareeur"Mi"im nw rue rr.<a:ra�ura ar ID25Ys9447kmmi2g5MnortCoyODm-AWMGiUFd CSkH NL=U17 nX2p-----d9 2x4 •: 2x4 II 2 3 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20171rP12014 CSI. TO 0.35 BC 0.21 WS 0.00 Matdx-P DEFL. in Qoc) Udell Ud Vert(LL) nla - n/a 999 Vert(CT) too - nfa 999 Horz(CT) 0.00 Na rda PLATES GRIP Muff 2441190 a ' Weight: 14 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural mod sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP N0.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0 (min. G-1-8), 3=4-0-0 (min. 0-1-8) Max Hor[1=81(LC 8) Max UpM1 28(LC 8). 3=-69(LC 8) Max Gmvl=146(LC 1), 3=146(LC 1) FORCES. (ib) - Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-seamd gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.Opsf, h=161t; CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. ' 3) This buss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) I, 3. LOAD CASE(S) Standard (I PE 76? Ps- A* ram ?�� NA; �?G \\\