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HomeMy WebLinkAboutTRUSS PAPERWORKo...:ems ►s...,�s:..... SOUTHERN TFruss. COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce FL 34951- - - (772) 464-4160 * Fax: (772) 318-0015 Job Number. � bo...... ........ .... J1900158 Customer. GHO Homes Name: MW 279 Avalon Artisan Address: SGANNEID B T 3304 Bent. Pine Dr..__ _ _ __— City, s7, ZIP: Saint Lucie County, FL General Truss Engineering Criteria $ Design Loads Building Code and Chapter. Computer Program Used: FBC2017/TP12014 I M7ek Version: 8.23 Oct 2 45.0 psf ROOF TOTAL LOAD Wind 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) R �� DENSE �t11`MST No. I Date Truss to# 1 02/07/19 Al 2 02107/19 All, 3 02107119 A2 4 02/07/19 A3 5 02/07119 A4 6 02/07119 A5 7 02107119 A6 8 02/07/19 A7 9 02/07/19 A9 10 02107119 A10. 11 02/07/19 All 12 02/07119, Al2 13 D2107/19 A13 14 02107/19 A14 15 02/07/19 A15 16 OVUM A16 17 02/07/19 A17 18 02/07119 A18 19 02/07/19 A19 20 02/07I19 A20 21 02/07119 B1 22 02JO7119 B2 23 02107119 B3 24 02/07/19 B4 25 02/07/19 B5 26 02/07/19 B6 27 OVUM cl WA Indian River County This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76061 2590 N. Kings Highway Fort Pierce, FL 34951 No. Date Truss ID# 28 0207119 C2 29 02107/19 C3 30 02/07/19 C4 31 02107/19 C5 32 02/07I19 CJ2 33 02/07/19 CJ42 34 02107/19 CJ48 35 02/07/19 1 01 36 02/07/19 D2 37 02/07119 D3 38 02/07/19 D4 39 02N7/19 D5 40 02/07/19 D6 41 02/07119 D7 42 1 02107/19 08 43 02/07119 D9 44 02/07/19 D10 45 0=7119 oil 46 02/07/19 Et 47 02/07/19 E2 48 02107/19 E2E 49 02107/19 E3 50 02107/19 E4 51 02/07/19 H1 52 02/07/19 H2 53 02/07/19 H3G 64 02/07/19 H4G Page 1 of 1 h� �T ,a. 3t No. Date Truss ID# 55 02/07/19 J1 56 02107/19 J2 57 02107/19 J2A 58 D2107119 J3 59 OVUM J4 60 02J07/19 J4G 61 OVUM J5 62 02/07/19 J5E 63 02107/19 J6E 64 02107/19 J7 65 D2/07/19 J42 66 02107/19 J48 67 02/07/19 J48G 68 OVUM K1 69 02JO7119 K2 70 02107M9 K3E 71 02107/19 MV2 72 02/07119 MV4 73 02JO7119 Mv6 74 OVUM V TYPICAL DETAIL @ CORNER. - HIP NOTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. 132.5j per Nail (D.O.L.Factor=1.00) (Z) UP TO 265; - 2-16d NAILS REO'D. nds, toe nails only have 0.83 of @) UP TO 3940 = 3-16d NAILS REQ'D. lateral Resistance Value . < < 12 SOA S(A) S(A) CORNER JACK GIRDER ),J3k- 1 I J5lo n O H7 (HIP GIRDER QA IhA use 3-16d `. Y mm toe nab 0 TC11 TYPICAL CORNER LAYOUT & �-16d ®,6C- i Typical Hip -jock' attachment CHORD HANGERS FASTENER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - = - - BC - - - - - -- 2-16d nails - ---- JS TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16dnails ----- J7 TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC -- - - - -- 2-16d nails -- -- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - - - - -- 2-16d nails ---- MIMMUM GRADE of LUMBER LOADING(PSFl stR wrn_ om[ T.0 2x4 SYP $2 L D Esczon B.C.2x4 SYP 2 TOP 20 WEBS 2x4 SYP No3 BOTMM 00 10 SPACING 24' a.0 SOUTHERN TRUSS_ COMPANIES Division F� 25 0 N. Ki Kings (aW)23i Pierce, FL ham//. -- thm� Fox:(772)318-0016 Bncn M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4150 TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5J per Nail (D.O.LFactor---1.25) nds toe nails only have. 0.83 of lateral Resistance Value. ALLOWABLE REACTION PER JOINT (D UP TO 265J — 2-16d NAILS REQ'D. Q UP TO 394J = 3-16d NAILS REQ'D. 12 1aim �GA) 1-0) o n n u n n n n n n o u n O O A 0 0 OA = r use 2-16d 5 1toe nail�—Tc & B C HIP GIRDER I\�/ L� 12 O tovo A 7-0-14 CORNER JACK GIRDER Typical jack 45' attachment -tae nail O TYPICAL CORNER LAYOUT A 2-16d Typical Hip —jack' attachment CHORD HANGERS FASTEN ER 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 — — —— — —— 2-16dnails — — —— — TC — — — — — —— 3-16dnails —-——— BC — — —— — —— 2-16dnails —-—— — HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — —— — —— 2-16dnails ——- SOUTHERN TRUSS COMPANIES ht!¢//...�anremtruvmm 4IMUM GRADE OF LUA T.C. 2a4 SYP f B.G — 2a4 SYP 2 WEBS 2+4 SYP Na3 LOADING (PSF) L D TOP. 20 BMMM 00 10 SPAUNG 24' O.C. Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)23 x:(772)318-04160 016 Brian M_ Bleakly Struct Eng #761351 2590 N. Kngs Highway, Ft Pierce, FL 34951 772-464-4150 Hangers Face Mount Hanger Charts MiTeW -. - :i•._`_ - -_ �•A11mea6k lnadt <.(N ..Xodc,`.:: % _ Ucist . ,i.i.y L�fade �: :�=s �C�:. Peal �ix r�'�.`- ,•.':- _ ,, ..: .�'• Flom '_6od.:.•; PPBft �'• �j� .. Jufsi9aStOrlcNu" •Ad ila: 6eo9e = W.. - Nl.: "8= : Aa: -';3ti8 _ 4 10d 2 10dx 1-12 ::470. 5/0 `S80 320. 5, AN W24 20 1-SM6 3 712 15116 _ R5, F2 4 16d 2 10dxl-12 Mar 640 `64£': =0 4 10dFD16 2 10dxl-12HDG .465' 53.5:1 56it - 280,: 31, In. 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'oala a3S010 0L•L 305V JaN flan ,OC -� MR OIll 15NOM1aN0a omvh aNOMnad 3HL NOd xlmnddv SI TWO a01L 'ONMdS NMand a3a3103a 1101NU0163a �lOL9aiy�aAMMON3 aL7g�alLfylLal 6NLIxI1d P031LSWt� m atloHa nal 3HL uo H3a�1n1lnp�3an06 q HaY1LL0ald dl 'aaONa dal. JVIW o dal aL cNnund HaVll 1103 3andS 3N0 1YH1. 06 a3MMR 3s M M1dSa110 110140e aMl a01 3MM as ,Y iv swaum Na WDW Ma 631v1d a3HSV0 NOJ NaHM0 CrMS aL M333l1 F Je C� d1S YNy 1q0M o L2 YKL lacya 11JO EI &W 4NL N^Ha dnl Mn'I d0 30VN0 VInvaNIWI SCAB -BRACE -DE -FAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when COnTQIIIDUS lateral bracing at midpoint (or T-Brace) is impradk:W. Scab must coverfull length Of web +A 6". THIS DETAIL IS NOTAPLICABLE WHEN BRACING IS — REQUIREDAT113-POINTS OR 143RACE IS -SPECIFIED_ - APPLY 2< SCAB TO ONE FACE OF WEB WITH " 2 ROWS OF 10d (3' X (3.131') NAILS SPACED B"•O.C. SCAB MUST BE THE SAME GRADS SIZE AND SPECIES (OR BETTER) AS THE WEB. �\ MAXIMUM WEB AXIAL FORCE = 25001bs MAXIMUM WEB LENGTH=17-0" SCAB BRACE 2X4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Na7s� � SecBon DetaO ®rt— Scab -Brave Web Scab -Brace must be same species grade (or better) as web member. L-BRACE DETAIL NaTmg Pattern . L-Brace sae Nail S•¢e . Nag Spacing 1x40r6 10d g:0.0 2x4, B, or 6 16d B• o.a Note: Nal along entire length of L-Brace. ' (On Two-Phf s Nail to Both Plies): : WE u Web L-Brace must be same species grade (or better) as web member.- Note: L-Bracing fo be used when continuous tateral bracing Is impractical. L-brace must mver 211%of web length: • L-Brace Size for One -Fly Truss SPecified Continuous Rows of Lateral Bracing lNeb 5¢e 1 2 2x3 or2x4 ix4 2x6 US 2x8 2xB .. - DIRECT SUBSTn LMON NOTAPLJCABLE L-Brace Size for Two -Ply Truss SpecMed Continuous Rows of Lateral Bracing Web Size 1 2 Zx3 or2x4 2x4 ••, 2x6 2xB «. 2x8 2xB «. - DIRECT suwrrrLrnDN NOT APUCABLE I F T-BRACE / I -BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is Impractical. T-Brace/ I -Brace must cover 90% of web length_ Note: This detail NOT to be used to cmWed T-Brace / 1-Brace- webs to continuous lateral braced wets NaR ng Pattern T-Brace size Nail Sm Nail Sparing 1x4or1x6 10d 8'oa 2x4 or 2x6 or 2xB 16d 8' o.c. Note: Nail along entire length-of:T-Brace / I -Brame (On Two-Plys Nail to Both Pries) . , alternate position Nags alternate position Nadi Web Nam 5ectiwi Deetaall T-Brace Web I -Brace SPACING Brace Sae for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Sae 1 2- 2x3yr Zx4 1x4 (') T-Brace tx4 (7 ]-Brace 2x6 ix6 (7 T-Brace 2x6 I -Brace 2rc8 2xe T-Brace &B I -Brace Brace Sae for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 • 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 - 2x6 T-Brace 2x6 I -Brace 2x8 2(S T-Brace 2x8l-Brace i Brace / F Brace must be same species and grade (or batter) as web member- () NOTE If SP webs are used in the truss, Ix4 or 1x5 SP braces must be stress rated boards with design values that are equal to (or better) the truss web - design values. For SP truss lumber grades up to 42 with 1X bracing material, use IND 45 for T-Bracell-Brac For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Bracell Brac Job Inuss Iyuss Iype Lay Ply Mee owoatl AvelomANsen A7 Rodsperlal 1 1 Job Reference (optional) �p42B ID:25Ys9447kmmi2g5Mnodrx CoyOD-SobEek164towO2p42BsYkNijKgCd3btGOgU . - - 2 0 '"scSS75 t1-P12 1a70.9 24-98 31-56 ;�• - - C62-e_it;-•ss-7s I s11-13 I 6-aiz a77-0 I %12 48 "4 6 g.""s1 6.00 12 r1 Dead Load Defl. = ire in 5x8 G 3x5 4x59 6 9 3x6 9 6 w 3x6 1 oo 4 10 2x4'//' ih tt i 0 W 12 NOP2X SIP= 2t4 II 2 2x4 II 4 12 1g c 1 13 I 26 25 24 22 20 19 16 17 16 15 74 2x4 It NOP2X STP= 3x12 = 316 = 315 = 316 = 3x5 = 4x5 = 41t5 = 4x4 11 5x6 = 4x7= 4x5= 5x5 = taco 11-tao Sa15 11E-011b ta1a8 20dd afi+iz H6-0 sass I sr-t a 7aa I asu { eoa I ear I aan oso Plate Offsets (X,Y)— [6:0.2-13,0.2-8], [7:0.2-8,0-24], [8:0-2-8,0.2-0], [78:0-5-12,0.1.8), [21:0-3d,0-2-e], [22:0.2-8,03-0], [23:0.2-0,Edge], [25:0-2-0,0-0.8], [27:0.2-3,0.1-0], (29:0-2-3 ,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in poc) Udefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.10 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.2514-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 2891b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins. BOT CHORD 2x4 SP No.2'F_xcept* BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. Except: B2: 2x4 SP No.3 2-2-0 oc bracing: 23-25 WEBS 2x4 SP No.3 6-0-0 oc bracing: 19-21 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 7-18, 8-18, 6-22 REACTIONS. (size) 12=0-8-0 (min. 0-1-11),22=0-8-0 (min. 0-3-8) Max Horz22=220(LC 7) Max Upllftl2=-451(LC 9), 22=778(LC 8) Max Gmvl2=1456(LC 18), 22=2977(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or Ins except when shown. TOP CHORD 2J=3041877, 3-4=505I1363, 4-5=-08711488, 5.6=-574/1740, 6-7=5991313, 7-6=494/314, 8-9=13521539, 9-10=1884/693, 1(1-11=2065/668,11-12=22621665 BOT CHORD 2-26=-696/359, 25-26=696/359, 5.23=244/456, 22-23=1316/657, 21-22=887/656, 6-21=741264,18-19=838/633,17-18=0/810, 16-17=0/810, 15-16=20611430, 14-15=-206/1430,12-14=-455/1929 WEBS 3-26=173/288, 3-23=6701319, 7-18=322/142, 8-18=8171293, 8-16=332/875, 9-16=7381445, 9-14=211/590,11-14=3711284, 5-22=571/256, 6-22=2718/700, 6-18=42611580 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) 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); 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 psf bottom chord live load nonconcunent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjolnl(s) except Qt=lb)12=451, 22=778. LOAD CASE(S) Standard PE 7�Q51. A 'S'T i O�C�si �� ----RID- �'t�Qi��� Job. iruss 1russ lype Meadwocd Avalon -Artisan AIA IQV IPIY Roof Spedal 1 1 Jah Reference (optional) SoulSem Truss, FL Farce. FL, 34951 2X4 0 5X5 = 5x8 MT20HS= 6 6x7 Dead Load Dell. - 511619 3x5 bx5 4X5 2x4 // 4x6 = 3.6 = 3X8 = 3X5 =3x6 = = = = 5-2-14 &94 21F4-0 26-6-0 356-9 44A-0 5-2-14 1 486 I 10812 2Xa II $ 12 Ia Plate Offsets (X Y)— 13:0-3-8 OJ-01 r4:D-2-0D-2-07 I6:D312 Edgel f7:04-12 Edpel r11:0-0.180.0.101 116:0-2-8 0-1-81.118:0-1-12.0.2-81, r20:0-2-3.0.1-01. 122:0.2-3.0.1-07 LOADING(psf) SPACING. 2-0-0 CST. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ved(LL) -0.25 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.91 Vert(CT) -0.56 16-18 >743 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 11 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight2671b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 18=0-11.5 (min. 0-3-5), 11=0-8-0 (min. 0-1-13) Max Horz18=224(LC 6) Max Uplift18=765(LC 8), 11=499(LC 9) Max Grav18=2796(LC 1), 11=1542(LC 18) BRACING - TOP CHORD Structural Wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing. WEBS 1Raw at midpt 4-18.5-16.7-16.8-15 FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2J=310/945, 3-4=463/1431, 4-5=-851/431, 5-6-44W31, 6-7=7631388, 741=13891555, 8-9=2079R28, 9-10=2170/704. 10-11=24%683 BOTCHORD 2-19=740/388,18-19=-BD41397, 17-18=2811503, 16-17=281/503, 15.16=68MVI, 14-15=-326/1664,13-14=326/1654, 11-13=565/2109 WEBS 3-18=570/345.4-18=2451/674, 4-16=250/1140, 7-16=736/304, 7-15=204/658, B-15=7111374. 8.13=1101550, 10.13=.362/278, 6-24=283H50 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; B(jDL=S.Opsf, h=16ft; 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 psf bottom chord live load noncencumant with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ih uplift at joint(s) except (jt=lb)18=765. 11=499. LOAD CASE(S) Standard _-i - TTArgf� / ////;SON►�NG\\\\\ J00 Inuss Meadowood Avalon -Artisan A2 JURY jely 1 Raol Spatial 1 Job Reference (optional) 3oumem , russ, r1. Yl .. r" VolJ4nuM o1Ju a ua 11'<uln rMv o.[ s UQ Y1 Lulo M„ es mausmes, R,C. eu reo r lu:u:Gl eultl raga 1 ID:25Ys9441kmmi2g5MnodCoyODm-2Bi1YO3McU2e1Mz89a0gon2xUu3XTnZu_zxld¢n2zK 2--0-0 1-., 2140 2 orz 14M1 1-01 I $gqs6-0 I2—'60 6.00 FIT 5x8 4 4x5 3x6 G 5 3x5O 4 3 3 2x4 II 2 1 o c 1 27 26 252123 20 4x5 = 2x4 II NOP2X STP= 4x4 11 5x6 = 4x7 = 44 = 5x5 = 5x5 = Sx6 = 7 8 5x5 im3.1 — 9 2x4 = 3x5 1 10 3x6 11 \ 1 2x4 2 19 18 17 16 15 3x12 = 3x6 = 3x5 = 3x6 = 3x5 = Dead Load Del. = a/16 in o+ ZX STP= 2A II 3 14 Co 1; 1; 4.5 = 12- ll-l" 5915 &7-1 1180 x04-0 28-2-19 3a4-12 4480 Sr-1 6 8-1-0 I 7-10.13 ( &1-15 63d I o4-a Plate Offsets (Y Y)- I6:0-2-13 0-2-81 18:0-2-0 Edgel (9:0-2-12 0-2-01 122:030 0-2-121 123:0-2-8.0.3-01.124:0-2-0 Edoel 126:0-2-00-Ml 128:0-2-3 0-1-01 130:0-23 D-1A1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.12 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.2815-17 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.84 Hoa(CT) 0.05 13 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 2891b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD B2: 24 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 13=030 (min. 0-1-11),23=030 (min. 038) Max Hoa23=224(LC 7) Max UpliR13=-477(LC 9), 23=783(LC 8) Max Gmv13=1452(LC 18). 23=2977(LC 1) FORCES. (Ib) - Max. Comp./Maz. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/877, 34=505H363, 4-5=487/1488, 5-6=575/1744, 6-7=612/374, 74-275/204, 8-9=527/346, 9-10=1327/559, 10-11=1894r737, 11-12=20481715, 12-13=2246, 713 BOT CHORD 2-27=696/358, 26-27=-6961358, 5-24=247/461, 23-24--1318/658, 22-23=910/675, 6-22=781291,19-20=858/651, 18-19= 01916,17-18=0/916, 16-17=-290/1491, 15-16-290/1491, 13-15=49511911 WEBS 3-27=173288, 3-24=671/319, 19-32=288/126, 7-32=-288/125, 5-19- 8141319, 9-17=251/751,10-17=700/400, 10-15=173/540,1245=336258, 5-23=563/251, 6-23=272BM5, 6-19=374/1580 Structural wood sheathing directly applied or 3-4-10 oc pudins. Rigid ceiling directly applied or 5-9-12 oc bracing. Except 2.2-0 oc bracing: 24-26 6-0-0 oc 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; BCDL=S.Opsf; h=16ft; Cat II; 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 buss has been designed for a 10.0 par bottom chord live load noncencurre ll 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 (It=lb)13=477, 23=783. LOAD CASE(S) Standard ��\�PNIMI )� PE 7P051 A ; l \ / fizloq �� �Ili; S 0NA' S 3 J04 Inuss Inuss lype Meadowood Avalon-Ardean A3 Roof Spedal i 7 Job Reference o tional ID.:2 5Ys�94437-ek-mo mi2I g5.Ma-no.o-oriCoODx _WNGNm._ -2V 5 23 fI5-0 .l I 4a-8 2x4111 p � ' 0 1 1 25 315 = 2x4 11 5x5 = 6.00 12 7 24 23 21 t9 18 NOP2X STP= 4x4 11 5x6 = 50 = 4,7 = 4x5 = 17 3x9 = Sv5 = e..e _ 16 15 3x6= 3a8= Dead Load Dab. -1116 in 3x4 10 5,9 = Sx5 = 1 4 1 � m qq 13 o w )o 14 13 3x4 = 45 = 123 60 S&15 11-Sa 11 2a40 2660 33i-0 345-0 s9.15 s7-1 o- s1-0 a+o oso 7AL sb-o s1-0 Plate Offsets (XY)- I6:0-2-9 0.2-e1 f9'0.2-8 0.241 112'0-3-12 0 -2-121 (21:0.2-D.0.3-01 1220-2-0 Edpe) 124:0.2-0,0-0-81 f26:0-2-3.0.1-01 LOADING(psf) SPACING- 24)-0 CSI. DEFL in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.06 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOIL 1.25 BC 0.97 VergCT) -0.141517 >999 180 BCLL 0.0 Rep Stress Ina YES WS 0.67 HOrz(CT) -0.05 32 n/a n/a BCDL 10.0 Code FBC201711PI2014 Matrix -MS Weight 284lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD -BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3'Except' W 15: 2x4 SP No.2 OTHERS 2x4 SP No.3'Excepl' WEBS BL1: 2x6 SP No.2 REACTIONS. (sae) 21=0-8-0 (min.035),32=Mechanical Max Horz21=340(LC 8) Max UpIi821=756(LC 8), 32-310(LC 9) Max Gmv21=2787(LC 1), 32=984(LC 18) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=31M/876, 3-0=50511363, 4-5=-487/1489, 5-6=57411746, 6-7=-4241292, 748=427/287, 8-9=-699/377, 9-10=-876/364, 10.11=944/318,13-28=-35811129, 12-28 =35811129 BOT CHORD 2-25=6951358, 24-25=6951358, 5-22=241/465, 21-22=1319/659, 20-21=9311632, 6-20=45/301, 17-18=8781513, 16-17=107/604,15-16=107/604,14-15=237I802, 13.14=142J424 WEBS 3-25=1731288, 6-17=-361/1405, 7-17=326/112, 8-17=687/356, 8-15=151/325, 5-21=563/241, 6-21=2558/649, 3-22=672/320, 11-14=128/509, 11-13=11271397, 12-32=-11511358 Structural wood sheathing directly applied or 5-8-3 oc pudins, except end verticals. Rigid ceiling directly applied or 5-8-14 oc bracing. Except: 2-2-0 oc bracing: 22-24 6-M oc bracing: 18-20 1 Row at midpt 7-17, 8-17, 9-15, 6-21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=5.OpsF BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl.. GCPI=0.18; MWFRS (envelope); cantilever Taft 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 pat bottom chord live load nonooncument with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 21=756. �V p PE 70051 e ; LOAD CASE(S) Standard �STAggl Job Inuss 1russ lype iy Meadawood Arab ksaan A4 Roof Spedel 1 1 Jab Reference (optional) aeuv,em imss, rt nerve, ram, ocxr ID;25Ys9447kmmi2g5MnorlCoyODa-SmO7BS5EvPODWghlrkS]RQPZbhwokpX?ayCbKizn -2410- 5315 1_I 79a-0 21$e 26-0-0 30-60 3S7.7 33&0 2-0-0 S37 6S7 57-7 3-5-9 6.00 12 5x8 4 3x8 �4x54 6 5 3x49 4 3 2x4711 22 27 3x5 = 2x4 11 26 25 23 21 20 NOP2X STP= 04 II Sx6 = 47 = Sxb = 4x5 = 6x5 5x5 = Dead Load Deft. = 3M 6 In 7 8 2x4 II Sx7= 3X6_ 9 1T 48 = Ili 5x5 = Sd) _ >13W 12 13IF q g a w 11 34 4 pp d 15 RA 14 i 19 78 17 16 4x5= 48 = 3z6 — 48 = 2x4 II 5xB = Plate Offsets (X,Y)— (6:0-2-9,D-2-8], [7:0.2-8,0.2-0], (8:0.2-8,0.2-4], [9:0.6-4,0-2-8], 0.2-81 [23:0-2-0 0-3-0] ]24'0-2.0 Edc I [26.0.2-00-0-8] [28.0-2-3 [10:0-3-0,0.2-01, [71:0-2-0.0-0-12], [13:0-3-12.0.3-0], [14:0-2-0,0.2-0], [15:0.2-12,0-2-8], [22:03-4 0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(L-) -0.16 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.3414-15 >974 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) -0.04 34 n1a n/a BCDL 10.0 Code FBC2017?PI2014 Matrix -MS Weight296lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'ExcepY B2,135,87: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* W15: 2x4 SP No.2 OTHERS 2x4 SP No.3'Except' WEBS BL1: 2x6 SP No.2 REACTIONS. (size) 23=0-8-0 (min. 0.3-5), 34=03-8 (min. 0-1-8) Max Ho223=360(LC 8) Max Upl'd123=738(1-C 8), 34=312(LC 9) Max Grav23=2787(LC 1), 34=1000(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3041877, 3-4=505/1362, 4-5= 487/1487, 5-6=572JI738, 6-7=3691235, 7-8=-292/240, 8-9=959/449, 9-10=9001381, 10.11=8921379,11-12=-1111f360, 14-30=2721925, 13-30=2721925 BOT CHORD 2-27=-696/359, 26-27=-696/359, 5-24>237/462, 23-24=1314/655, 22-23=9361477, 19-20=893/461, 18-19=56/454,17-18=56/454, 14.15=-295/856 WEBS 3-27=174/288, 3-24=6681317, 6-19=-38711448, 7-19=3211122, 8-19=730264, 8-17=351/847, 9-17=818/417, 9-15=102265,15-17=1341783, 5-23=592266, 6-23=2525/618,12-14=11031408,13-34=-10471327 Structural wood sheathing directly applied or 4-9-2 no pudins, except end verticals. Rigid calling directly applied or 5-6-0 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 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.Dpsf. BCDL=5.W,, h=1 fifr 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 prevent water ponding. ' 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 6) Bearing at]oint(s) 34 considers parallel to grain value using ANSIRPI 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]oint(s) except Ql=11b) 23=738, 34=312 LOAD CASE(5) Standard �'NIr \\Q�PN )! PE 76051 A ; s*A i �4 aR]D, `���7:�- '//ii/ ZOAALI eNG ����\ O Russ ru5a Type y Meadowoed Avalon -Artisan AS Roof Special 1 1 Job Reference o donal J Meru IMM, el. Me ,rl-, J9eal = 6.00 F12 5x7 7 5X6 1, 4X5 3X6 1,T 5 3.4 G 4 3 28 27 26 24 72 21 20 3x5 = 2x4 11 NOP2x STP= 44 = 4x4 11 4x7 = 4x7= 4x5= 5X4 = nun: 6,5 = Dead Load Defl. =118 in 8 5x5 = 5X7 = 4x8 = 4 9 515 = 5X6 = 11 12 4 15 0 2 35 i I 14 73 C9 1918 17 163x4= 4x5= 3.6 = 2X4 fio = 418 = t33-0 11- 334-0 1tS0 11 1T-0-0 23Ed I 36ae y2�39�5�e I �5915 59-16�S�4b0�680 7A0 M+tl � E10 04-0 1iO o Plate Offsets ()(,vr (s:o-z-s,o-z-eJ. [7:0-5-4.0-2-e), [e:0-2-8.0-2-4]. [t0:o:o-s4,o-z-e]. [12:0-3-0. ], 116:0-2-e.o-2-6L [23:0-3-e,0-2-4], 124:0-2-0,0-3-oL [25:0-2-0.Ed9eL [27:0-2-0 o-0-Bt�z9:0-2-3,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.09 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.21 16 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.78 Hone(CT) 0.06 35 nla We BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Weighb306lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 •Except• 132,85: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 •Except• W 16: 2x4 SP No.2 OTHERS 2X4 SP No.3 •ExcePC WEBS 81-1: 2x6 SP No.2 REACTIONS. (size) 24=0-8-0 (min. 03-5), 35=0-3-8 (min. 0-1-8) Max Hoa24=373(LC 8) Max Upli624=702(LC 8), 35=296(LC 9) Max Gmv24=2804(LC 1), 35=1048(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=2881877, 3-4=-44011361, 4-5=-027/1486, 5-6=462/1727. 6-7=-229/302, 7-8=-666/273, 8-9=1422/456, 9-10=1180/328, 10-11=1170/31B, 13-31=1941869, 12-31=%4/869 BOT CHORD 2-28=6971359, 27-28=6971359, 5-25=154/454, 24-25=1309/651, 23-24=9411233, 20-21=909/224, 14-15=25511019, 13.14=281/1006 WEBS 9-15=8791368, 3-28=0/289, 3-25=6631314, 6-20=271/1587, 7-20=1195/273, 7-18=218/964, 8-18=771/257,15-18=133/653, 8-15=340/1040, 10-15=731289, 11-13=11811328. 6-24=-62Z294. 6-24=24791565,1235=-1072/305. Structural wood sheathing directly applied or 4-5-15 cc pudins, except end verticals. Rigid calling directly applied or 5-2-0 oc bracing. Except: 2-2-0 oc bracing: 25-27 6-0-0 oc bracing: 21-23 1 Row at midpt 7-20, 8-18, 11-13, 6-24 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.OpsF, BCDL=5.OpsF h=16t 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 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 noncancunent with any other live loads. _ 6) Bearing atJoint(s) 35 considers parallel to grain value using ANSITP11 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 atJoint(s) except Qt=lb) 24=702, 35=296. LOAD CASE(S) Standard 3 )/ PE Q$1. e ; o toss russ ypB y Meadaxnod Avalon-Arrsan A6 Rmf3pedal 7 1 Jab Reference (optional) n1,`:-2-5,,,,,,,,,,,,,,o5',,,,, a..-..._,..,, �.��.o...�..,.;R7- _..._... _ ID:25Ys9447kmmi2g5MnorlCoyODrx-OBWuc77VR1gzm7rOy9UBXrUwcVbGCjzll FhiPxznZzF -2-0-0 S9-t5 114i0 12JA15-0-0 20d-0 25-e-0 30-0a 3 0 3d-4-0 3950 ' 2aa F ssts si 1 2-9a� sea I sa-o I a+p oa�a San I st-o 2x4 II 2 0 3x5 = 6.00 12 3x5 = Sxe G 6 7 3x6 y4x5 G - 5 3x4 4 3 27 2x4 II 26 xo 14 20 21 NOP2X STP= 44 II 5x6 = 47 = Sx4 = 4x5 = 2x4 II 8 19 18 3x6 = 3x12 = 5x8 = 9 17 414 = 5x5 = 10 3x4= 4x8 = 5x8 = 12 13 4x5 = Dead Load Der. = 3116 in LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 24)-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TP12014 CSI. TC 0.68 BC 0.97 WB 0.91 Matrix -MS DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.22 13-14 - >999 240 -0.46 13-14 >721 180 0.04 34 n/a n/a PLATES GRIP MT20 2441190 Welght2801b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc pudins, except BOT CHORD 2x4 SP No.2'Except' end verticals. B2,B7:2x4 SP No.3 BOT CHORD Rigid calling directly applied or 5-8-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 2-2-0 oc bracing: 24-26 W12: 2x4 SP No.2 6-0-0 oc bracing: 20-22 OTHERS 2x4 SP No.3 'Except* 10-0-0oc bracing: 14-16 BLt: 2x6 SP No.2 WEBS 1Row at midpt 9-19.6-23 REACTIONS. (size) 23=0-8-0 (min. 0-3-5), 34=03-8 (min. D-1-8) Max Hom23=349(LC 8) Max UpIi t23=762(LC 4), 34=292(LC 9) Max Grav23=2793(LC 1), 34=1041(LC 18) FORCES. (lb) - Max Comp.IMax. Ten. - All fames 250 Qb) or less except when shown. TOP CHORD 23=303/877, 3-0=506/1362, 4-5=48811487, M6 57411737, 6-7=-614/217, 7-8=5771200, 8-9=577200, 9-10=1575/442,10-11=13961340,13-30=2191913, 1230=2191913 BOT CHORD 2-27=-6971359, 26-27=697/359, 5-24=228/461, 23-24=1314/653, 22-23=910/377, 6-22=0/334, 19-20=8631361, 1B-19=186/834,17-18=-186/834,10-14=9521357, 13-14=284/940 WEBS 3-27=173289, 3-24=667/316, 6-19=465/1549, 8-19=-457260, 9.19=595/152, 14-17>1411837, 9-14=-300/973, 11-14=-M/648, 11.13=1150/365, &23=-613/280, 6-23=2536R13, 12-34=10651300 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.Opsh BCDL=5.Opsf, h=16ft; CaL 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 prevent ureter 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 noncancument with any other live loads. 6) Bearing at joint(s) 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) 34 Zgde mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 23=762, \\\�`� `� I ����/// LOAD CASE(S) Standard N\\� LPN--- �Fq,//i ��' e ,i� /! PE 70051 A yyA / RID� ////;s ZONAL N j 11S o-truss I toss type Ury Fly Wadomml Avalon-ANsan A7 Roof Special 1 1 Job Reference o 6onal 8 3x6 4 3x4 i 4 3 5{ 2x4 11 2 O � 1 26 3x5 = 2x4 11 6.00 12 6x94 6 4x54 ip 25 24 " 4019 NOP2X STP= 4x4 II 5x10 = 4x7 =4x5 = 5x4 = 2x4 II 7 18 17 3x12= 3x6= 5x8 = 8 2x4 II 9 Sx6 1 10 1 13 155x8 = 2x4 II 2x4 II Dead Load Deft. = 1/8 in 48 = 5x8 = 11 134 1- 12 4x5 = iza-0 11-i Dd 33-1-0 sets t15-0 t1 20.1-0 Mw 30.90 2 3a5-e Si-0 ]i-0 3Ap 1-1-0 1d-0 S1-0 p-1-0 0.50 Plate Offsets (X,Y)— [6:0.6-12,0.2-12], [8:0-6-0,0-2-e], [10:0-5-0,0.2-72], [11:0-3-D,OJ-0], [72:0.2-4,0.2-0], [74:0-2-12,0-2-8]. [18:OS-12,0.1-8], [21:0312,Ed9a1, [22:0.2-0,0.3-0], [23.0-2-0 Edcel 125'0.2-00-0-01 127'0-2-3 0-1-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (fee) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.99 Vert(LL) -0.08 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.2018A9 >999 180 SCLL 0.0 Rep Stress Ina YES WB 0.66 Hoa(CT) 0.05 34 Na nla BCDL 10.0 Code FBC2017/TPt2014 Matra -MS Weight 270 to 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'ExcepY W14:2x4 SP No.2 OTHERS 2x4 SP No.3 •Except' WEBS BL1: 2x6 SP No.2 REACTIONS. (size) 22=0-8-0 (min. 03-4), 34=0.3-8 (min. 0-1-e) Max Horz22=299(LC 8) Max Upli822=-851(LC 4), 34=275(LC 9) Max Grav22=2778(LC 1), 34=1037(LC 18) FORCES. (lb) - Max. CompJMax. Ten. - AM forces 250 (Ib) or less except when shown. TOP CHORD 2-3=303/877, 3-4=50611362, 4-5=501/1487, 5-6=568/1707, 6-7=715/242, 75=715242, 8-9=15621438, 9-10=1619/402, 12-30=139/801, 11-30=-1391801 BOT CHORD 2-26=-696/359, 25-26=-6961359, 5-23=207/400, 22-23=1312/652, 21-22=1051/420, 21-29=151288, 6-29=5/327,18-19=9881399,17-18=2221990, 16.17=2221990, 13-14=37811588,12-13=375/1593 WEBS 3-26=1741290, 3-23=667/314, 6-18=55511742, 7-18=5921341, 8-18=5711142, 14-16=2241967, B-14=3011867, 10-14=5171153,10-13=0/271,10-12=1571/354. 5-22=502268, 6-22=25531799, 11-34=11381312 Structural wood sheathing directly applied or 4-3-10 oc puffins, except end verticals. Rigid ceiling directly applied or 5-2-13 oc bracing. Except: 2-2-0 oc bracing: 23-25 10-D-0 oc bracing: 19-21 1 Row at midpt 6-18, 8-18, 10-12, 6-22 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=S.Opsf; BCDL=S.Opsf, h=1 Bit: Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); can8lever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Ail plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other five loads. 6) Bearing at Joints) 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at]oint(s) except alf-lb) 22=851, 34=275. LOAD CASE(S) Standard ]! PE 7$G51' d , `- 7TA / �i//ass ZONAL JQb Nss Truss ipe Uly Meadowaod AvalomANsan A9 Roof Special jV1y 1 1 I Job Reference o Oonal Sa=em T,uss, FL Pierce, FL, M951 Q 20 Dead Load Defl. - 3/161n 5x5 = 6.00 12 6 ' 1a Id 10 u 4x5 = 2x4 11 US = 3x6 — 3,8 = Sxe = 3x5 = 05 = 6d-0 + 137-10 I 204-0 27-0-0 21834 35-A' 4430 6 M 7-3-0 636 7-PO I 7-2-9 B-9-7 2x4 II 13 to Plate Offsets (X Y)-- 18.0-2-8 U-2-01.112:0-4-15.0.1-21,115:0-2-12 0341. I18:0.1.12 0-1-81 [20:0-2-3,0-1-01 I22:0-2-3.0-1-01 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. In (loc) I/de8 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.16 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.3615-16 >999 180 j BCLL 0.0 Rep Stress lncr YES WB 0.79 Horz(CT) 0.09 12 n/a rJa BCDL 10.0 Code FBC2017/fP12014 Matrix -MS _ Weight2731b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 REACTIONS. (sus) 19-0-11-5 (min. 030), 12=0-8-0 (min. 0-2-1) Max Horz19=224(LC 6) Max UPIIftl9=695(LC 8), 12=549(LC 9) Max Gmv19=2543(LC 1), 12=1766(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 0o puriins. BOT CHORD Rigid ceiling directly applied or 2-2-O oc bracing. WEBS 1 Row at midpt 7-16. 7-15 FORCES. (lb)- Max CompJMax Ten. - All forces 250(Ib) or less except when shown. TOP CHORD 2-0=3551975, 3-0=1251/383, 45=10591410, 5-6=15061563, 6-7=1449/550, 7-8=1759/676, 8-9=2046/719, 9-10=2572/855, 10-11=2660/841, 11-12=-2917/886 BOT CHORD 2-19=7651394,16-19=7651558,17-18=172/1072, 16.17=172/1072,15-16>220/1738, 14-15= 421/2096,12-14=654/2514 WEBS 3-18=-007/2018, 5-18=835/263, 5-16=139/328, 6.16=329/859, 7-16=1(159/492, 8.15=179/631, 9-15=614/339, 9-14=142/476,11-14=3471272, 319=2348t739 NOTES- 1) Unbalanced mof live loads have been considen:d for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; SCDL=S.Opst h=16ft; Cat. 11; Exp C; Encl., GCpl=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 buss has been designed for a 10.0 psf bottom chord rive load nonconcunent with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61-Ib)19=695, 12=549. LOAD CASE(S) Standard \\\\\\PNA MI B� //���i i �t p PE n051 e 1 =�1 �SfiA `,OR)D ;���� Ili) 70&ALIENG\\: o nrs6 rusS ype y Meadowoad AValon-All]. A10 Roof Special 1 1 Joh Reference o donal JOum&e 1 MSS, rc Fleece, rL, J UOI 2x4 Dead Load Defl. -5116 in 5,5 = 6.00 12 6 4x5 = 2x4 II 3x9 = 3x6 — 3xB = Us = 2x4 II 4x5 3x6 = LOADING(psf) TCLL 20.0 TCDL 15.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20171TP12014 CSI. TC 0.95 BC 0.94 WB 0.86 Matrix -MS DEFL in Poe) Wall IJd Vert(LL) -0.23 14-16 >999 240 Vert(CT) -0.57 14-16 >838 180 Hou(CT) 0.10 11 We n1a PLATES GRIP MT20 2441190 Weighb259lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'ExcepV BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x4 SP M 31 WEBS 1 Row at midpt 5-16. 7-16. 7-14 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 19=0-11-5 (min. 0-2-14), 11=0-8-0 (min. 0-24) Max Horz 19=224(LC 6) Max Upliftl9=661(LC 8), 11=574(LC 9) Max Gravl9=2416(LC 1), 11=1894(LC 1) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 Pb) or less except when shown. TOP CHORD 2-3=3051739, 3-4=18601487, 4-5=1641/505, 5-0=1872/624, 6-7=1830/596, 7-8=2191/757, 8-9=25451783, 9-10=29331904, 10-11=3146/887 BOT CHORD 2-19=-5751320, 18-19=575/509,17-18=34611560,16-17=346/1560, 15-16=-403/2324, " 14-15=40312324, 13-14=652/2702, 11-13=-65212702 WEBS 3.19=22547722, 3-18=47412249, 5-18=578/227, 6-16=-324/1073, 7-16=-1166/533, 7-14=2831159, 8-14=1711767, 9-14=6341345 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=S.Opsf; BCDL=5.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 pending. 4) All plates are MT20 plates unless otherwise Indimted. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanloal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except (V-lb) 19=661, 11=574. LOAD CASE(S) Standard ����\\�PN `M- g<��/q/q��'�ii \-kGENg (! PE *Al� i ID /�SSONA i-NG? NN Job Truss 1russ lype y Meadawood Avalon-ANaan All laty Roof special 7 1 Job Reference o Uonal aaumem ,rasa, r,, ne,w, ru...�.=u 5x5 = 6.00 F12 6 34 i U;44 55 3xe 4� 3 5x5 = 7 5x5 = 5x5 = Dead Load Dee. - 3/8 in 2x4 II 3 12 j 18 17 16 15 14 13 NOP2X STP= dxJ 3x5 = 4x6 — 3x5 = 3x5 = 2x Sx9 = x5 — — 3x4 // 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 4-0-0 11-&0 I 19-0-0 21-e-0 27-0-0 43-11-8 44-&0 Plate Offsets (X Yl— (3:0-2 12 0.1.81 16:0-3-0 (1-2-81 17:0-2-e D-2-41 I8:0-2-8 0-2-121 19:0-2-8 0.2-41 it 1:04-15 0-1-2) 114.0.3-12,0-3-01 120:0.2-3 0-1-01 f22:0-2-3.0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.41 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.7614-15 >638 180 BCLL 0.0 Rep Stress Inv YES WB 0.91 Horz(CT) 0.10 11 nla n/a BCOL 10.0 Code FBC2017/TPI2014 Mahbr-MS Weighb29911a FT=20% LUMBER - TOP CHORD 2x4 SP ND2'Except' T4: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' B1: 2x4 SP No.2, F2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 19=0-8-0 (min. D-2.13),11=0-8-0 (min. 0-1-10) Max Horz 19=211(LC 6) Max Upliftl9=639(LC 8). 11=574(1-C 9) Max GmV1g=2380(LC 1), 11=1929(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Raw at midpt 5-16.8-15 JOINTS 1Brace at Jt(s): 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) w less except when shown. TOP CHORD 2-3=311/847, 3-0=-19081464, 4-5=18061490, 5-6=2017/635, 6-7=1722/608, 7-8=20341597, 8-9=27761865, 9-10=-3013/929, 10-11=32391924 BOT CHORD 2-19=-664/386, 1&19=2401855, 17-18=-350/1701, 16-17=-350I1701,15-16=207/1722, 14-15=523/2776,13-14=-45412388,11-13=-68212796 WEBS 3-19=2587/786, 3-18=130I1018, 5-18=506/199, &16=154/473, 7-15=130/621, 8-15=1409/576, &14=-3611196, 9-14=147/716, 9-13=174/486,10-13=374292 NOTES- 1) Unbalanced roof live loads have been considened for this design. 2) Wind: ASCE 7.10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsh h=16f1; Cat. II; 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 psf bottom chord live load nonconcumenl with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it -lb) 19=639, 11=674. LOAD CASE(S) Standard \\\�\\� �M- _1 ��OQ,' �c i! PE 7OG51 e ; — � A RID �'���� //lIli; 0NAI'ENG� \� o mas russ ypa y Mead o... W Avalon-ANean Al2 RoofSpetial i 1 Job Reference o tonal 6.00 F12 3x9 = 5x7 = 3x6= 3x5= 5x5 = 7 3x8 = ao . uuee, M nercc, ram,..' Dead Load Den. - 1/41n 4x5= NO P2X STP= 2c4 II' 16 15 14 13 3x4 II 3x10 = 3x5 = 3x5 II 441-D 104i-0 17-0-0 230.9-0 33-0.034-8-0 38-10d 44-8-0 I s.an3-e-0 7-1-0 I za-0 1r-d 4-z-a I Satz ' Plate Offsets (X,Y)— [6:0-5.4,0-2-8], I15.0.4-120-1-B] U:0-3-0,0-2-8], 18:0-0-0,0-1.12], [8:0-2-12,0.3-4], [17.0.'r1203-41 [18:0.2-00-1-81 [21:038D-1-81 [9:0-1.12,0-0-01, [10:0.5-4,0-1-12], [12:0-2d,0-2-0], [13:0-2-12,0.1-8]. [14:0.2.0,0-1-81, f23'0.2-3G-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.16 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT)-0.4117AB >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.86 Hom(CT) 0.14 13 We We BCDL 10.0 Code FBC20171-rP12014 Matdx-MS Weight 295 lb FT=20Y LUMBER - TOP CHORD 2x4 SP No.2'ExcapY T4: 2x4 SP M 31 BOT CHORD 2x4 SP No2'ExcepY B3: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 13--Mechanical, 22=6-e-0 (min. 0.2-13) Max Hom22=200(LC 8) Max Uplifl13=495(1-C 9), 22=620(LC 8) Max Grav13=1768(1-C 1), 22=2383(LC 1) BRACING - TOP CHORD Structural wood sheathing direclly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0oo bracing. WEBS 1 Row at midpt 6-19, 8-18, 10.15 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=287MI I, 3-0=1835/414, 4-5=16561429, 5-0=2009/549, 6-7=2015/655, 7-8=2348/650, 8-9�3106/919, 9-10=3081/911, 10-11=-21231677, 11-12--20111575, 12-13=17101518 BOT CHORD 2-22=5621304, 21-22=562/431, 20-21=329/1555,19-20=329/1555,18-19=27711699, 17-18=-672/3106, 9-17=619215,14-15=438/1727 WEBS 3-22=2244/665, 3-21=-461/2257, 5-21=667232, 5-19=141264, 6-18=219/608, 7-18=74/576, 8-18=13601545, 15-17=-0212033, 10-15=10351203, 10-17=471/2165, 11-14=566226, 12-14=-045/1797 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=S.Opsf; h=16tt; Cat. II; 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 MIT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncunent with any otter live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=Ib)13=495, 22=620. LOAD CASE(S) Standard M► gl/i��i z W PE 7051 A \ ��A 7�TA `—ZRID `���� ///j; ZONAL SNG \\X� 4 e mR NR ype y Meadowood Avalm-Adisan A73 Roof Special 1 7 Jab Reference (optional) aautnem uues. m mete, ,.wmi ' 2-0-01 Dead toad Defl. = 5116 In 6.00 12 5x5 — 2x4 II Sx5 = — .6 7 8 3x6 i 3x6 G 4 5x7 = Sx8 = 5 4 W W 9 2x4 II 3x8 11 3 3x4 II 9 12 2x4 II 2 0 o$ 22 21 19 78 17 6 — 71 3 23 20 7 NOP2X 37P= 3.6 — 3x5 — '3x8 = 3.6 = US = 4x5 = 3x7 = 16 15 14 13 3A 11 3%10 = 5.6 = LOADING(psf) SPACING- 24-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Gdp DOL 1.25 TC O.60 Vert(LL) -020 16 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.48 16 >999 160 BCLL 0.0 Rep Stress Ina YES WB 0.99 Horz(CT) 0.20 13 n1a n/a BCDL 10.0 Code FBC2017[ P12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD T4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'Fxcept' BOT CHORD B5: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 23=0-8-0 (min. 0-2.13), 13=Mechanical Max Horz23=182(1-C 8) Max Up1i623=591(LC 8), 13=466(LC 9) Max Grav23=2397(LC 1), 13=1796(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. ' TOP CHORD 2.3=297f708, 3-0=251/562, 4-5=2301711, 5-6=1913/462, 6-7=2198/577, 7-8=21981577, 8-9�3D61f767, 9-10=3593/927, 10-11=21301607 BOT CHORD 2-23=563/320, 22.23=-341I1418, 21-22=-MI/1418, 20.21=340/1709, 19-20---35W300, 18-19=356/2300,17-18=748/3625, 9-17=78lt232,13-14=397H588 WEBS 3-23=364/260, 5.23=2723/564, 5-21=1131465, 6-21=2651198, 6-20=257/909, 7-20=-0111241, 8.18=274/1072,10-17=53312597,10-14=1189/236, 14-17=386/2034, 11-14=57/429,11-13=21741554, 9-18=1336/493 PLATES GRIP MT20 244I190 Welghc290Ib FT=20% Structural wood sheathing directly applied or 2-10-15 oc purtlns, except end verticals. Rigid calling directly applied or 2-2-0 oc bracing. Exoept: 10-0-0 oc bracing: 15-17 1 Row at midpt 5-23, 6-21, 8-20, 11-13 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.Opsh 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 pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pad bottom chord live load nonconcument with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it --lb) 23=591. _ 13=466. LOAD CASE(S) Standard M-g�E//q���i� \�N I� \,\GEJV,9 PE 75051 e 1 3 Az'�- � RID % i�// j; !0 I IENG?\�� \� Iron lype Wadowood Avalon -Artisan A14 Roof Spedal 1 1 Job Reference o tlonal . .= miss, rl. M.=.'L..`Nl Dead Load Dell. = a/6 in 5.8 6.00 12 2x4 II 5x8 = 5 6 7 3%5 G 3x8 G Sx5 =3 4 3x4 II >7x8 < Sx6 = NOP2x STP= 0 it 2x4 II 2 W9 HW1 1 24 II 23 21 20 19 W10 1 fi 10 1 q 4 416 = 3x8 = 3x5 = 2x4 II N 4x6 = 2x411 2x411 2-411 3x5= 4x6= 15 14 13 12 2x4 II 2x4 II 2x4 II 3x4 II 3x5 =5x5 = 2x4 II ll. 2-5-0 74-0 74-0 7-0-0 1-7-0 2-5-0 39-8 2-2-8 Plate Offsets (X Y)— f2:0-5-15 0-0-141 f5:OS8 0-2-41, f7:0-5-4,D-2-01 f8:0-5-0 Edgel 19:0-2-8 0-2.41.110:0-5-0 0-2-121 112:G-2-8.0-2-121. 119:0-24.0-1-81 125A-2-3,0-1-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.25 18-19 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.6018-19 >890 180 BCLL 0.0 Rep Stress Ina YES WB 0.79 Horz(CT) 0.31 12 n1a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 303 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' T2,T3,T4: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' B5,F2: 2x4 SP No.3, B4,B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.3 WEDGE Left 2x4 SP No.3 REACTIONS. (size) 12—Mechanical, 2=0-8-0 (min. 0-1-13) Max Horz2=196(LC 8) Max UpIM12=502(LC 9), 2=517(LC 8) Max Gmvl2=2000(LC 1), 2=2151(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or7-3-15 oc bracing. Except 8-9-0 cc bracing: 2-24, 23-24 WEBS 1Row at mldpt B-19,8-16 JOINTS 1 Brace at Jt(s): 24,16 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=37251794, 34=-35451808, 4-5=-31981T74, 5-6=33531868, 6-7=33531868, 7-8=3622/813, 8-9=-31271815, 9-10=-3592/876 BOT CHORD 2-24=79573231, 23-24=-795/3231, 22-23=64712775, 21-22=-Tx47/2775, 20-21=-626/3166, ig-20=-626/3166, 18-19=107774819,17-18=1074/4824,16-17=1074/4824, 9-16=246/1303, 12-13=29711198 WEBS 4-23=6421317, 523=941493, 5-21=322/904, 6-21=5801338, 7-21=210/459, 7-19>177/913, 8-19=1834/610, 8-16=2146/447,10-13=5747196,1 D-12=22431556, 1$-16=-334/1316, 10-16=45212063 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.OpsF h=16f0 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 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 nonconwrtent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Ot=lb)12=502, 2=517. LOAD CASE(S) Standard b \ TTA 4 n4o�z'�- R ID /Ili; ZONAL &0\1 \\\N l JOB, Truss Iruss lype 14"dawvod AVaIeRAdleaa A15 JUV IFly Roof Spedal 1 1 Job Reference (optional - ID25Ys9447krtuni295MnodCoyODrw646gYEm45xWygd.YFD(xyvZpXIeYEKmLp6EmMu@5 -241-0 5-7-7 114]-0 17-34 2tL12 29�8-0 36-3-0 36.5� 40SA40�� d 448-0 241-0F 5-7-7 I 5-0-9 I 6-3d I 6-1-8 I 634 1 .113 00. -B 4-0-0 D1'-12 MM Sxe 3x5 = 3x6 = 2x4 11 5xB = 4 5 g 7 8 6.00 FUT 3x5 G 3 NOP2%STP= 2x4 II 2 4 \ 1 0 1 22 II 2120 19 1817 16 4x6 = 315 = 318 = Us = bx6 = 2x4 8 2x4 II 3x5= 5x6 WB= 2x4 II 2x4 11 2x4 11 2x4 11 2x4 II Dead tad Defl. =121n 5x8 MT20H5= 4xe= 4x5= 9 10 11 qq m n r 15 Bx OH d I� N 14 13 12 3x4 II 4x9 = 3x5 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Ildell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.39 18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(C-0 -0.83 15-16 >644 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inv YES WB 0.98 Hoa(CT) 0.38 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-M6 Weight299lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' T4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'ExcepY B1,B3: 2x4 SP M 31. B4,F2: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' W6: 2x4 SP M 31 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. (size) 12=1VIechanical, 2=0-8-0 (min. 0-1-13) Max HOrz2=210(LC 8) Max Uplift12=-486(LC 5), 2=500(LC 5) Max Gravl2=2000(LC 1), 2=2151(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or S-10-15 oc bracing. WEBS 1 Row at mldpt 9-16 JOINTS 1 Bruce at Jt(s): 22 FORCES. (lb) -Max. Comp.IMaz. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=3728/897, 3-4=3349/890, 4-5=-3745H060, 5-6=3930/1071, 6-7=3930/1071, 741=3930/1071, 8-9=40091970, 9-10=592711320, 10-11=1685/398, 11-12=1957/498 BOT CHORD 2.22=880/3241, 21-22=-88013241, 20-21=7782926,19-20=7782926, 18-1 9=1 00513745, 17-1 8=-807/3515,16-17=-80713515,15-16=I348/5991, 9-15=-12851380 WEBS 3.21=396/249, 4-21=66/401, 4-19= 40511195, 5-19=6851337, 5-18=105f327, 7-18=-453262, 8-18=284f726, 8-16=156/916, 9-16=2632f/57,13-15=Al7/1763, 10-15=1090/4798, 10-13=2550/674, 11-13=58612483 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=5.0psf, BCDL=S.Opsf; h=16R; Cat II; Exp C; Encl., GCpi=0.18; MW'FRS (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 chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) except Ql=1b)12=486, 2-500. LOAD CASE(S) Standard M! 81 i i 1!/ PE 76051 A ; A / i,,/SsoMAiI1E \\N L o russ ruse ype lJeadoxood Avalon -Artisan A16 Roof Spatial 1 i Job Reference (optional) ' -2-0-0 4434 z-o-0 H 4-84 ti 3x5 = 5x8 3x5 = 3x6 = 3x4 II 6.00 12 4 6 7 8 2x4 C 1 3 -c�Jfll NOP2X STP= l 1li X, Qg 2x4 II 2 k 0 1 18 = 21 20 19 4x6 = 2x4 11 4x6 = 3x5 = 3x5 - 2x411 2011 2x411 17 2.411 2x411 3x411 2x4 II Dead Load Dell. = 7/16 in Sxe = 9 Sx5 = 4x5 = 30 II 4 10 12 4 4 jII 4 N IN 16 15 14 13 111 4x12= 4x6= 3x5= 5:5= Or9�-A 94Y0 0.7 14-11-20.}7 26-5-0 31.8-0 345-0 44-6-0 �• 7 1 -I 1 1 os, Plate Offsets (X Y)- 12:0-57 0-1.21 f4:0-60 0-2-81 I9:0-6-4 0-2-81 113:0-2-8 0.2-121 rl4:0-240-1-81 rl6:0.5-80.2-41 f 18:04-0.0-3-01, f20:0-24,0.1.81. [23:0.2-3.0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (roc) gdeI L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(ILL) 0.42 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.8118-19 >663 180 BCLL 0.0 Rep Stress Ina YES WB 0.95 Horz(CT) 0.26 13 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Welght3061b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Excapt' B1,B2: 2x4 SP M 31. B3,F2:2x4 SP No.3 WEBS 2x4 SP No.3'Except• W4: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=048-0 (min. 0.1-13) Max Haz2=223(LC 8) Max Uplifi13=692(1_C 5), 2=558(LC 5) Max Grav 13=2000(LC 1). 2=2151(LC 1) BRACING - TOP CHORD Structure; wood sheathing directly applied, except end verticals. SOT CHORD Rigid ceiling directly applied or 64-14 oc bracing. Except: 741-0 oc bracing: 2-22 WEBS 1 Row at mldpt 10-14, 11-13 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3746/1056, 34=-316611008, 4-5=4260/1333, 5-6=4747/1465, 6-7=-0584/1397, 7-8=4564/1397, 8-9=4565/1393, 9.10=-3100/866, 10-11=1753/507 BOT CHORD 2-22=1017/3255, 21-22=-913/3061, 20-21=913/3061, 19-20=1311/4260, 18-19=1443/4747, 8-18=404234, 15-16--8432926,14-15=8432926, 13-14=507/1753 WEBS 3-22=254230, 4-22=16/342, 4-20>645/1585, 5-20=869/380, 5-19=200/682, 6-19=300/191, B-18=-327/89, 9-18=-8152502, 9-16=657/271, 16-18=8102880, 10.16=390201, 10-14=1720/492.11-14=284/1396. 11-13=25llf725 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, BCDL=5.Opsf; h=16ft; 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 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 nonconcunenl with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)13=592, 2=558. LOAD CASE(S) Standard p PE 70Q51 41 TTA ' �/ `.<ORID JCo ITUSS truss type ly Meadovmod Avalon-ANsan A17 Half Hip 1 7 Job Reference o Uonal SwN,em Truss, K Vlp ,FL, 345bl nun:o.cses wncmo nnc o.aws waa a,o m„en, m gc a,,�c oya ID:25Ys9447kmmi2g5MnoriCoyODm-2SEO7EGOcjBECemjfgi70N wRKh507i3o7bL`q zM!3 08-e -2-00 7-0-0 1N.1 22-t-3 27 14 37-09 44-8-0 240 63a 7-7-7 7-511 75.11 7-&11 7-7-7 - 2x4 0 3x5 = 6xs 2x4 II 3ii6 = Us = Us = 4xB = Dead Load Dell. - 5116 in 3x4 II N l4 N 4x5= 20 19 1B 17 16 is 14 13 12 3x4 II 3xe = 5x6 WB= 3x5 = 3x5 = 2x4 II Sx5 = 3x12 = 4x6 = LOADING(psi) SPACING- 24)-0 CSI. DEFL in (Inc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 W3 0.98 Horz(CT) 0.10 12 n/a We BCDL 10.0 Code FBC2017RP12014 Matrix -MS Weight2701b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No2'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 oc bracing. BOT CHORD 2x4 SP No.2 *Except' WEBS 1 Raw at midpt 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=10echanical, 2=0-B-0 (min. 0-2-9), 21=0-8-0 (min. 0-2.9), 2=0-8-0 (min. 0-2-9) Max Horz2-217(LC 8) Max Upllftl2-649(LC 5), 2=199(LC 1), 21=064(LC 5), 2=199(LC 1) Max Gmvl2=1954(LC 1), 2=241(LC 5), 21=2397(LC 1) FORCES. Qb) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=482/597, 3-4=2128/600, 45= 3268/1076, 5-fi=326811076, 6-7=-378411251, 75=376411251, 8-9=3424/1135, 9-10=-342411135 BOT CHORD 2-21=-467I193, 3-21=-2325/870,18-19=56711789,17-18=125113784, 16-17=125113784, iS16=-1135/3424,14-15=1135/3424, 13-14=73112202, 12-13=731/2202 WEBS 3-19=658/2022, 4-19- 6261326, 4-18=-657/1846, 5-18=565/329, 6-18=649232, 8-16=146/452, 8-14>78513B0, 10-14=508/1537,10.13=0/324,10.12=2736/908 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsf,, h=16fk 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) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 pal bottom chord live load noncencument with any other live loads. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) excapl (1=1b)12=649, 2=199, 21=884, 2=199. LOAD CASE(S) Standard R �\\\QjQ' PN CE BF/ (! PE 7$051 4 % 1 TTA 1 Rio -ass OMA I'ENG� \ G.r IrUss Iruss I ype MeadoWeod Avalon-Adsan A18 Haa Hip 1 1 Job Reference (optional) SWVIam I.., rL rie". PL., J.l Run:ol.IDS Van<VlermllC e.cwevau LYIOM11 eR Mm H'2"" EYk2o, rn, t ID:25Ys9447kmmi2g5MnodCoyODm-WeooKeHfNOJ5p7LwDODbXeUlbLCInKuMUl2 0Ba -2-0-050.0 1341d 2]-10a610-12 269d 36-]-12 44.9.0 24 0 4.3.8 8-0-6 ]-166 7-10-a a-04 , - Dead Load Deli. -318N Sx9 = 6.00 V2 A 2x4 fff0 2x4 II 500 = 20 II US = 4x9 = 3x4 II s 8 7 n 9 10 4x5 = 18 17 16 15 14 13 12 11 3x4 II 3x5 = 4x9 = Us MT20HS= ?xd II Sx12 MT20HS= 2x4 II 5x5 = 1� 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 1.25 Rep Stress Inv YES Code FBC2017/rP12014 CSI. TC 0.67 SC 0.94 WE 0.96 Matrix -MS DEFL. in (loc) tfdefl Ud Vert(LL) 0.36 13-14 >999 240 Vert(CT) .0.6713-14 >777 180 Hoa(CT) 0.09 11 n/a We PLATES GRIP MT20 2441190 MT20HS 1871143 Weight 255 fb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc pudins, except T1: 2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2'Fxcept' 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, &16, 6-13 WEBS 2x4 SP No.3 *Except' 2 Rows at 113 pis 9-11 W4: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-&0 (min. 0-2-9), 19=048-0 (min. 0-2-9), 2=0-8-0 (min. 0-2-9) Max Horz2=167(LC 8) Max Upllit11=651(LC 5), 2=-212(LC 3),19=804(LC 5), 2=167(LC 1) Max Gmvl l=1955(LC 1), 2=155(LC 5). 19=2364(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=281/554, 3-4=18141531, 4-5=3704/1232, 5-6�3704/1232, 6-7=426311418, 748=4275/1424, &9=427511424 BOT CHORD 2-19=4921155, 3-19=22131765, 1&17=-493/1531,15-16=1519/4570, 14-15=1519/4570, 13-14=1520/4566,12-13=-92912788,11-12=92912788 WEBS 3-17>636/1960, 4-17=870/394, 4.16=867/2519, &16=6071349, 6-16=10051340. 6-14=01311, 6-13=356/120, 7-13=536/306, 9-13=575/1727, 9-12=01342. 9.11=-320V1069 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psh h=16f ; CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Pmvide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrerd with any other live loads. 5) Refer to girder(s) for truss to cruse connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb)11=651, _ _ - 2=212, 19=804,2=212. LOAD CASE(S) Standard i PE 7wsi. _ b x 'STA 1 - Mae I ruse type Meadow Avalon -Artisan A19 Half Hip jQty jely 1 1 Jab Reference (ootloneh -Soulheln Tmss, FL Pietw, FL. 34951 imn: ezau a urn <vle rnnv e.mv s va n eme muse mousmes, me so ID:25Ys9447kmmi2g5MnadCoyODrx-_rMAYwIH81(PocRHv6n5kT5o3GR8O4U49MFR4SY/mZz1 6..8.8 44io �i, -2-0-0 3 A0 10-Oa 161114 23-10.0 3%j 37-7-8 44450 Z-0-0 238 7.0.8 6-10.12 6-10.12 610.12 E10.12 701 Dead Load Defl. = 9/16 in 6-00 12 4 2x4 5x9 = 2x4 II Sri = 316 = 2x4 II 3x10 = 3x6 = 2x4 II e.,c =12 41e= 22 21 20 19 18 17 76 15 14 la 3x4 II 3x7 = 4x10 = 5x10 MT20HS WB= 3x8 = 2x4 II 4x10 = 3x5 II 4x10 MT20HS= 1i 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 Inv YES Code FBC2017/rP12014 CSI. TC 0.85 BC 0.80 WB 0.80 Matrix -MS DEFL. in (loc) I/def Ud Vert(LL) 0.52 17-18 >999 240 Vert(CT) -0.9517-18 >551 180 Hom(CT) 0.05 13 n/a nla PLATES GRIP MT20 244/190 MT20HS 187/143 Weight:25111a FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins, except T1: 2x4 SP No.2 end verticals. BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid ceiling directly applied or &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 No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0-8-0 (min. 0-2-10), 23=D-M (min. 0-2-10), 2=0-8-0 (min. 0-2-10) Max Hoa2=117(LC 8) Max Upliftl3=650(LC 5), 2=544(LC 3), 23=913(LC 5), 2=540(LC 1) Max Gray.13=1948(LC 1), 2--235(LC 5), 23=2745(LC 1) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250 Qb) or less except when shown. ' TOP CHORD 2-3=355/976, 3-0=11741351, 4-5=3781/1264, 5- �3781/1264, 6-7=5757/1922, 7.8=5757/1922, 8.9=5757/1922, 9-10=-3146/105D. 10-11-314611050, 11-12=-014611050, 12-13=18801676 SOT CHORD 2-23=-6471274, 3-23=25251828, 20-21=-3051940,19-20=1781/5335, 18-19=178115335, 17-18=1781/5335, 16.17=1675/5017, 15-16=1675/5017, 14-15=167515017 WEBS 3-21=60211844,4-21=12141493,4-20=108713211,5-20=5291303,6-20=17641588, 6-18=0/275, 6-17=-162/479, 8-17=487/279, 9-17=2801840, 9-15=0/270, 9-,14=2124/710,11-14=521/300, 12-14=117613524 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; End, GCpf=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live lead nonconcunent with my 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 100lb uplift atjoint(s) except [It -lb) 13=650. 2=544,23=913,2=544. LOAD CASE(S) Standard M- _k /��4/21 GE PE 7�QSq. e 1 TT -A ' RI_DIli) ZONAL Nss NSs Type y Meadowood Avalon -Artisan A20 HALF HIP GIRDER 1 1 Job Reference o 8onal ID:25Vs9447kmm2g5MnoriCoyODnx51 wZIGIwe2:o3RUIKoFe0cT2Y13DVnW Sp7Revh220 o-11 e -2-0A 63-0 11-&4 17-0A 23-11-9 36310 3]-]-11 44-]-e 2-(YB it-6 5-38 Sd-4 Sd-6 F70.1 6-10-1 6-161 6- 1-13 Dead load Deb. = 1/41n 6.00 12 5x5 = 2x4 11 4x8 = 6x10 MT20HS WB= 5x14 = 2x4 II 3x6 = 419 = 3x4 = 3x4 11 2x4 II 2 3 25 26 27 428 29 530 31 326 7 33 34 36 37 938 10 39 11 40 41 42 4312 1 W8 1� bod 22 44 45 46 21 47 48 49 20 50 51 19 1a 52 53 54 55 1756 57 16 75 5B 59 60 14 61 62 63 13 NOP2X STP= 3x8 = 20 II 3x6 = 2x4 II 3x6 = 3x12 2x4 11 5X6 3x5 = 5x14 = 6-3-0 11-8.4 11-1-8 17 -0 23-11-9 30.9-iD 37-7-11 44-7-8 6-3-0 5-Si 5-54 0.0.9 6.1at 6.10-1 6-11-13 Plate Offsets (X,Y)— [3:0-2-8,0-24], [5:0.1.8,0-1-8], [6:0-5-0,Edge], [6:0-0-0,0.1-12], V:0-1.12,0.0-0], [8:0.512,0-2-8], (11:D-2-0,0.1-8], 112:Edge,0.1.8j, [13:0-3-0,0-2-12], [15:0.5-8 0.1-BIf18.0-4-4 0-3-01I21:0-1-8 0-1.81 (23:0.2-3 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) gdefl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.73 Vert(LL) 0.26 14-15 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.46 14-15 >712 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.90 Horz(CT) 0.08 13 n/a n1a BCOL 10.0 Code FBC2017/lP12014 Matrix -MS Weight 239 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except- TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc puriins, except T1: 2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B3: 2x4 SP M 31 WEBS 1 Row at midpt 5-1 B, 8-18 WEBS 2x4 SP No.3'Excepr 2 Rows at 113 pts 11-13 W5: 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechanirai, 18=0.11-0 (min. 0.5-0), 22=0-7-8 (min. 0-1-8) Max Horz22=66(LC 8) - Max Uplift13=629(LC 4), 18=1593(LC 5), 22=-330(LC 4) Max Grav13=1694(LC 1), 18=4251(LC 1), 22=933(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - A11 forces 250 Qb) or less except when shown. TOP CHORD 3-25=7851311, 25-26=7851311, 26-27=785/311, 4-27=7851311.4-28=785al1. 28.29=785/311, 2930=7851311. 5-30=7851311, 5-31=119113194, 31-32=1 19113194, 6-32>119113184, 6.7=1191/3184, 733>119113184, 3334=119113184, 34-35>119113184, 835=-1191/3184, 8-36=373011387, 36-37=373011387, 37-38=373011387, 9.38=3730/1387, 9-10=373011387, 1 D39- 3730I1387, 3940=373011387, 114G=373011387, 12.13=303/194, 2-22=314/98 BOT CHORD 2147=4711166, 4748=-4711166, 48-09=-471I166, 20-09=-4711166, 20.50�371/166, 50-51=-4711166, 19.51=471/166, 19.52=.471/166,18-52=4711166, 48-53=-58911578, 53-54=58911578, 54-55=589/1578, 17-55=589/1578, 17-56=589/1578, 5657=58911578,1657=589/1578, 1516=589/1578, 15-58=123713311, 58-59=1237/3311, 59-60=123713311, 14-60=123713311,14-61=123713311, 61-62=1237/3311, 62-63=123713311, 13-53=1237/3311 WEBS 3-21=207/668,4-21=-652I442,S21=530/1404,5-20=0/316, 5-18=303011148, 7-18=723/475, 8-18=512211912, B-17=0/459, 8-15=859/2313, 9-15=7311489, 11-15=-1611451, 11.14=O/487, 11-13=345311291, 3-22=596/357 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=5.0psf; BCDL=5.0pst h=16f ; Cat II; Exp C; Encl., 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. \\\ N njj- 8 4) This truss has been designed for a 10.0 psf bottom chord live lead nonconcument with any other live loads.\\ \A Z��q"�/�/ 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 joint(s) except Qt=lb)13=629` 18=1593. 22=330. G/ PE 7�051 _ Continued on page 2 Fss �N/ONEEN?G Q0 o Innis Iruss lype Mead cd Avalon -Artisan AI0 Jury HALF HIP GIRDER 1ply 1 1 Job Reference o tional Sa em Truss, FL Pi.. FL, 3951 nun:e.wue...ame rnK a.aous.....u...... muuamce.... ,•••. ••..•+....-•.�•=v�- F ID:26ys9447kmmi2g5MnodCoyODMS1wZlGlweZo3RUIKoFi 0O Y13OVnW5p7RamZz0 NOTES- 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 it, down and 121 lb up at 1-84. 80 lb down and 121 lb up at 2-84, 80 lb down and 121 lb up at 48-4, 80 Ib down and 121 lb up at 6-114, 80 lb down and 121 lb up at 8-84, 80 lb down and 121 lb up at 10-94, 80 lb down and 12l lb up at 12-8-4; 80 lb down and 121 lb up at 1444, 80 lb down and 121 lb up at 16-84, 80 lb down and 121 lb up at 10-84, 80 lb down and 121 lb up at 20-8-4. 80 lb down and 121 lb up at 3,8.4, BD.Ib down and 121 lb up at 24-84. 80Ib down and 121 It, up at 26-84, OO lb down and 121 lb up at 28.8-4, 80 lb down and 121 lb up at 304", 80 lb down and 121 lb up at 32-8-4, BO lb down and 121111 up at 344-4, 80 lb down and 121 lb up at 364", 80 lb down and 121 lb up at 384", and 80 lb dawn and 121 lb up at 40-84, and 80 lb down and 121 lb up at 42-8-4 on top chord, and 55 lb down at 1-8-4, 65 lb down at 2-8-4, 55111 down at 4-8-4, 55 lb down at 6-8-4, 55 lb down at 844, 65 lb down at 10-84, 55 lb down at 12-8-4, 55 lb down at 14-84, 55 lb down at 16-8-4, 55 lb dawn at 18-8.4,,55 lb down at 20-8-0, 55 lb down at 22-8-4, 55lb down at 248-4, 55 lb down at. 26-8-0, 55 lb down at 28-8-4. 551ti down at 30-84, 55 lb dawn at 32-84, 55 lb dove at 34-84. 65 lb down at 36-8 4, 5516 down at 3118.4, and 5516 down at 404", and 55 lb down at 42-8-4 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 Increase=1.25, Plate Increase=125 Uniform Loads (plo Vert 1-2=-70, 2-3=70, 3-12=70,13-22=20 Concentrated Loads (Ib) Vert: 6=-80(B) 9=80(B)15=-44(B)10=80(13)16=44(B) 25=80(B; 35=-BO(B) 36=-BO(B) 37=-BO(B) 38=BO(B) 39=80(B) 40=-80(13) 4' 50=-44(B) 51=-44(B) 52=44(B) 53=-44(B) 54=44(B) 55=-44(B) 5( M \O�� �1GENS+����Li PE 7�Q51 A �1 ,off. i9- ; 40R(D ///j)S ONAL\\ $ ix Dead Load Dan. =1/e in 414 = 3x5= ____ .,.�— 7-10-5 ts-5-11 z 7-10_ 7-7-7 7-10.5 .4 II a Plate Offsets (X Y)= 12 0 1 7 0-0-21 16:0-1 7 0-U-21 111.0-2J 0-0-81 113:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.08 8-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -D20 B-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.21 Ho2(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 119lb FT= 20% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. D-1-8), 6=048-0 (min. 0-1-8) Max Hoa2--137(LC 6) Max UpIW--346(LC 8). 6=-346(LC 9) Max Gmv2=1195(LC 1). 6=1195(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=17471463, 3-4=1533/460, 4-5=1533/460, 5E=1747/463 BOT CHORD 2-10=413/1481, 9-10=157/1000, 8-9=157/1000, 6-8=287/1481 WEBS 4-8=1921550, 5-8=a77/206, 4-10=192/550, 3-10= 377/286 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 cc pudlns. BOT CHORD Rigid calling directly applied or 9-1-8 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=S.Dpsf; BCDL=S.Opsh, h=16f ; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vi th any other live loads. 5) Provide mechanlad connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atJoint(s) except (V-1b) 2=346, 6=346. LOAD CASE(S) Standard it PE 76051 d ; —' ^O \ TT -A r - %� \ �iO\ORID i,Ili; ;ZONAL IENG� _p N5a N56 ype y Mea ovpad AvalamArtsan Bra Carnmon G'udw 1 2 ,lab Reference o 6onal Soumwn Truss, FL Pierce, FL., 34aar 1x, US MT20HS II Dead Load Deft. =114 in 4x7 = 418 = 2x8 II 7x6 = 7xl2 MT20HS WB= 7x6 = 2x4 II 6x12 MT20HSQ 10x10 = c4 11 R LOADING(pst) SPACING- 24)-0 CSI. DEFL in goc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ved(LL) 0.24 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.4612-14 >611 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inor NO WB 0.86 Hoa(CT) 0.13 8 n1a n/a BCDL 10.0 Code FBC2017[rP12014 Matra -MS Weight 323 lb F1=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc puriins. SOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 9.5-1 oc bracing. WEBS 2x4 SP No.3 •Except• W5: 2x4 SP M 31, W3: 2x4 SP No.2 OTHERS 2x4 SP ND.3 WEDGE Left. 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=8-8-1 (min. 04-7), 8=D M (min. 0-3-9) Max Hom2=137(LC 24) Max Upl'dt2--3141(LC 8). 8=2761(LC 9) Max G2v2=10714(LC 1). 8=8611(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=20159/5847, 3-4=1704315055, 4-5=1282513992, 5-6=-1283B/3993, 6-7=1624815140, 7-8=1727315505 BOT CHORD 2-26=5242117945, 15-26=5242117945, lrr27=5242117945,14-27>5242/17945, 14-28=-4457/15222,13-28=-0457/15222,12-13=-4457/15222,12-29=-4445/l4513, 29-30=4445/14513, 11-30=-0445/14513, 11-31=-4799/15336, 31-32=4799/15336, 1032= 4799/15336, 8-10=4799115336 WEBS 5-12=-3432/11121, 6-12=-0487/1667, 6-11=156214497, 7-11=955/447, 7-10---312/868, 4-12=5519/1553, 4.14=1445/5609, 3-14=3133/899, 3-15=711/2805 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131')34) nails as follows: Top chords connected as follows: 2x4 -1 row at 0A-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 op. 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) or (8), unless otherwise Indicated. _ 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=S.Opsh BCDL=5.0psf; h=16ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 1 6) The Fabdcallon Tolerance atjoint 5=0% (Vj 7) This W ce truss has been designed for a 10.0 psf bottom chord live load nonncurrent with any other live loads. \\ "P.1���' B1 russ 8) Provide mechanical connection (by others) of tto bearing plate capable of withstanding 100 lb uplift at except at --lb) 2=3141, \\"���— - !; PE 7¢051 A Continued on page 2 '} r L //SSONA� �SN�� �N 9 �a o russ .cuss ype y Aral[n-Anlsan 82 Common Birder 2 =j. Seaalem Trues, FL Pierce, rL. 349b1 nun.c.aous man <u.rmu.. a-- a woo�..'4C�g.._._�.••�. - •+ ID:25Ys9447kmmi2g5MnodCoyODm-tcbhNHLnBZyNm6Z.pPF,;&h MtByA32t1uzn2yz NOT,S:a_. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1748 lb dcv n and 515 Ib up at 2-3.4, 1776 lb down and 486 Ib up at 4-3-4, 1980 lb down and 522lb up at 6-3-4.1980 lb down and 506 lb up at 8 3-0,1980 lb down and 612 lb up at 1 D-34,1934 lb down and 669 lb up at 1234, 1935 lb down and 671 lb up at 14-34, and 1928 lb down and 670 lb up at 16-3-4, and 1674 lb down and 6491b up at 18-34 on bottom chord. The designlselecton of such connection device(s) is the responsibility of others. .; . LOAD CASE(5) Standard _ 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-5=70, 5-9=70, 20-23=-20 Concentrated Loads Qb) Vert 13=1980(13) 15=1776(B) 26=1748@) 27=1980(B) 28=1980(1]1) 29=1934(B) 30=1935(B) 31=1928(B) 32=1674(121) M. _B4�E/qp�/i \N��. GENS��'`''��ii I! f'E 7�051 A ; b 1 'STPA r 40RIE) /////S ONALIENG�\\\�\ ojolay ruse ,,,. russ ype. Y Meadowoad AvalanArtisan B3 Common 1 1 Job Reference LolAbonall 5w eon Imes. FL name. ram,: 1 n,,,,. o.�.,,,s—.1 .,,.o .... .............�...,.....,.o,.�__........._. _...._.-..._-"''_'_. r - ID:25Ys9447kmmi2g5MnorlCoyODa-tcbhNHUE7Z wvDlOxpPFeE7dgvO1TyA32f1u7nZyz -2-00 511-7 168-0 11 12.gg 17-4-9 23-" 254-0 rU F— 511-7 I 4$9 11-U 0 1-O 10 4-6-'J I 6_11-7 R 1x, 3x5 = 3x4 = 6.4=63x4= Dead Load Dee. -118 in 3.5 = r-1as 15-5-11 kz3a-D L1n.5 7-7-7 7-t :25 _ Plate Offsets(X.Y)-f2'01-30-0-21 f4.0-2-00-2-81 f5�0-2.00.3-01 f6.0.2-00-2-e1 f8:0-1-3D.0-21 f13:D-2-30-0-8) 1180-2-30-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) I/defl Vd PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.26 TC 0.70 Vert(LL) -0.08 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.2110-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.20 Horz(CT) 0.05 8 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight117lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (sae) 2-0-8-0 (min. 0-1 -8), 8--D-M (min. 0-1-8) Max Hor42=128(LC 6) Max Uplifl2=-338(LC 8), 8=338(LC 9) Max Gmv2=1195(LC 1), 8=1195(LC 1) FORCES. Qb)- Max Comp.IMax. Ten. -All forces 250 (Ib) orless except when shown. TOP CHORD 2-3=1731/440, 3-0=1523/435, 6-7=1523/436, 7-8=-1731/440, 4-5=1292/432, 5-6=12921432 BOT CHORD 2-12=381/1462, 11-12=14211006,10-11=142/1006, 8-10=26411462 WEBS 5-10=174/522, 7.10=333/261, 5-12=1741522, 3-12=333/261 Structural wood sheathing directly applied or 3-11-11 oc pudins. Rigid ceiling directly applied or 9-6-2 oc brsdng. 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.OpsT; h=1 Bft; Cat. 11; Exp C; End., GCpi=o.18; MWFRS (emelope); Lumber DOL=1.60 plate grip DDL=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 nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (it --lb) 2=338, 8=338. LOAD CASE(S) Standard N TT_A n4n� I pa", iI///s1OAIALENG\\�� o mss mss Type _ y Meadoeood Avalon -Hisao IM Hip 1 1 Jab Reference o 0onal �., tSmMem Tmss, FL Pierce, FL, 34951 1n 45 = 3x6 = 3x4 = "' — 3x4 = Us = r &&0 I VIVO 1 234-0 &6-0 40 6-6-0 Dead Load Deft =1116 in K4 II 1; Plate Offsets (X Y)-- 120-1-3 0-0-21 (4:0-2-12 0.2-41 15:0-2-12 0-2A1 p'0.1-3 0-0-21 112:0-2-30-0-81 I14:0-2J 0-0-81 LOADING(psf) SPACING- 240-0 CSL DEFL in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -024 11-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.35 11-18 >796 180 BCLL 0.0 Rep Stress Ina YES WB 0.15 HOrz(CT) 0.05 7 n/a n/a BCDL 10.0 Code PBC2017/TP12014 Matrix -MS Weighb11316 FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 7=8-8-0 (min. 0-1-8) Max Horz2=108(LC 7) Max Up1102=321(LC 8), 7=321(LC 9) Max Grav2=1 1 95(LC 1). 7=1195(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-103 oc puriins. BOT CHORD Rigid calling directly applied or 94-8 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 23=1754/429, 3-4=14691318, 4-5=1268/316, 5-6=1469/318, &7=-1754/430 BOT CHORD 2-11=-369/1496, 10-11=157/1268, 9-10=157/1268, 7-9=-271/1496 WEBS 3-11=321/246, 4-11=15/d56, 5-9=15/356, 6-9=321f246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vssd=124mph; TCDL=5.OpsF BCDL=5.Opsf, h=1611; 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 pending. 4) Al plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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 (It=1b) 2=321, 7=321. LOAD CASE(S) Standard 1! PE 7�osj A 1 Truss inuse iype My Meadawvotl Avalon-ANsan &5 Real Spedal ILRY I 1 1 Job Reference o Donal Satan. TM., FL Pierce, FL, 34951 t, 4x4 = Dead Load Deb. = 118 in 3.5 = 3x8= 4. 3x8= 3x5= 8-6-0 14-10-0 23-0-0 8-6-0 6-4-0 Plate Offsets (X Y)- 12'D-1-3 0-0.21 13'0.2-0 0.2-01 IT0.2-0 D-2-41 18:0.1-3 0-0.21 113:0-2-3 0-0-81 116Z 2 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In Poe) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 12-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.2512-19 >999 11BO BCLL 0.0 Rep Stmss Inv YES WB 0.30 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight 125 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 8=0A-0 (min. 0-1-8) Max Horc2=119(LC 6) Max Up1Ift2=350(LC 8), 8--350(LC 9) Max Grav2=1195(LC 1), 8=1195(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-9 cc pudins. BOT CHORD Rigid ceiling directly applied or 9-9-2 cc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=16721431, 3d=15711443, 4-5=1822/555, 5-6=18221555. 6-7=1671/443, 7-8=16721431 BOT CHORD 2-12=-34711394, 11-12-2D311178, 10-11=20311178, 8-10=238/1394 WEBS 3-12=61/416, 4.12=884/296, 5-12=2821/B8, 5-10=282(J8B, S-10=883/295, 7-10=621416 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 BCDL=5.0psf; h=16ft; Cat 11; Exp C; Encl., GCpi=0.1 B; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent ureter 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 nonooncument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except at --lb) 2=350, 8=350. LOAD CASE(S) Standard \\\\\\PNIMI B�F/q��ii PE 7pD51 A \ ._ 1 /,fTA I RID811111110 Spaaal Girder 4X4 = Dead Load Defl. - 3/16 in 3X7 = 3A = 9za = 3X10 = 3.4 = 3X7 = 4&ai 11-8-0 MOO 23-0-0 Plate Offsets (X.Y)- f2'0-5-15 0-0-101 14:&2 0 &2-01 o-2-0&2-41 f6'&2-0 &2-41 f8'0-&15 0�0-101 (10:0-1-12 0-1-81 f 13:0-1-12 0-1-e1 M4:0-2-0 0.0-81 ry 8:0-2-3.0-0-e1 LOADING(psf) SPACING. 2-D-0 CSI. DEFL in (loc) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.19 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.3711-13 >764 180 BCLL 0.0 Rep Stress Ina NO WB 0.97 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 126 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-9), 8=0-&-0 (min. 0-1.9) Max Horz2=119(LC 7) Max Uplifl2=-694(LC 8), 8=694(LC 9) Max Gmv2=1884(LC 1), 8=1884(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc puriins. BOT CHORD Rigid calling directly applied or 6-11-14 oc bracing. FORCES. (ib) - Max Comp./Max Ten. -Ail forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3215/1154, 3-24=2642/1080, 24-25=2842I7080, 4-25=2842/1000, 4-5=22961815, 5-6=2296/815, 6-26=-2842/1080, 26-27=2842/1080, 7-27=2842/1080, 7-8=3215/1155 BOT CHORD 2-13=-1016/2777, 13-28=1206/3318,12-28=1206/3318,11-12=1206/331 B. 11-29=-111813318. 10-29=111813318, 8-1 0=9352777 WEBS 3-13=266/1126, 4-13=860/317, 4-11=-1481/691, 5.11=538/1592, 6-11=1481/691, 6-10=-860/317,7-10=26711126 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; BCDL=S.Opsf, h=16ft; 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 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 nonconcunent 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 (jl=lb) 2=694, 8=694. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)144 lb down and 153 lb up at 441-0, 98 Ib down and 1 D4 lb up at 5-0-12. 200 lb down and 141 Ib up at 5.94. 200lb down and 141 lb up at 17-6-12, and 98 lb down and 104 to up at 1&3-0, and 144 lb down and 153lb up at 18-8-0 on lop chord, and 100lb down at 4-8-0, 46lb down at 5-0-12, 365 It, down and 119 lb up at 5-9-4. 365 lb down and 119 Ib up at 17-&12, end 46 lb down at 1834, and 100 Ib down at 18-8-0 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 Increase=1.25, Plate Increase=125 Undone Loads (pit) Vert 13=70, 34=70, 45=-70, 5-6=-70, &7=70, 7-9=70, 18-21=20 Continued on page 2 \\\\� \PN M. 11 PE 7�G51. AN, �1 1, � n�z in N65 Iruss lype Fly Mead0w00d Avalon-ANsan a6 JW I Reef Spedal Girder 1 t Job Reference o 'oral 50NneM I r=, FL Me=. FL, 34sa1 nuna.[aus uon �ma rrmc s.eausvacr curarvuiea mausmes, inu. r - a=. ID:25Ys9447kmmi2g5MnodCoyODm-HBHgOJNgUUKynMy5h3M6lHs-rfysndCBDt1G.IcI6 Tyw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-64(F) 7=-64(F)13=-43(F)10=43(F) 24=ue(F) 25=160(F) 26=160(F) 27=S6(F) 28�365(F) 29=-�365(F) / ), PE o�FiS RID / ����� /////s 0NAI �NG\\��N�� C Iruss N55 ype Moadowood AVelwi-Adiaen cl RoM Special 1 1 Job Reference (optional). SouthernTNss, FL pierce, F , URSI nun: e.zau a uezn .a ......... n ex muusmee, me go , ID:25Ys9447kmmi2g5MnodCoyODrx-INrCDfOIFnSP&AX'FntL6L[FZa hti! X! gO( A;Mv 5-4-4 10.8-e 46-12 I5d 512� 3x4 = 5x8= 1x411 4x7= 10 9 8 7 6 24 11 318 = 4.5 = US = 3x4 = Dead Load Deft. -114 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) 1/defl Ltd PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.83 Ved(LL) •027 6-7 >915 240 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.64 6-7 >453 180 BCLL 0.0 Rep Stress Ina YES WB 0.87 Haz(CT) 0.16 6 We n/a BCDL 10.0 Code FBC2017/rP12014 Matra -MS Weight:15511b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP ND2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1Row at midpt 3-9 REACTIONS. (size) 6--Mechanical, 12=Mechanical Max Horz12=247(LC 9) Max UpI1ft6=216(1_C 9), 12-293(LC 4) Max Grav6=921(LC 1), 12=890(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(Ib) orless exceplwhen shown. TOP CHORD 1-2=-494/211, 2-3=-494/211, 3-4=-802J229 BOT CHORD B-9=-57/643, 7-8=57/643, 6-7=-144/666 WEBS 1-9=294/822, 2-9=4141237, 3-9=2631109, 3-7=45Y330, 4-6=098/213,1-12=8921294 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Dpst 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) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 100 lb uplift at joint(s) except Qt=lb) 6=216, 12=293. LOAD CASE(S) Standard � \,\GEA(5,��`�� i PE 7p051 A /OAF II-SNGI im Truss Iruss type Meae Aval. fANsan C2 jUty JVIY Roof Special 1 7 Job Reference (optional) Southern Truss, Ft Pierce. FL. 34951 3X4 = iX4 II 4X8 = Dead Load Deft. = V8 ih 3x4 = 7,4 II Us = 3X4 - 2X6 It 64-0 12" 20-M 64-4 641 _ &0-0 Plate Offsets KY}- 13:0-5-4 0-2-01 [4:0-1-00-1-81 f5:0-3-0 0-0-0] LOADING(psf) SPACING- 2-0-0 CS]. DEFL in (loc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -023 5-6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.51 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weigh: 134 lb F7=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 •Except• TOP CHORD T2: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 9--Mechanical, S=Mechanical Max Horz9=197(LC 9) Max UplifL9=-319(LC 4). 5=190(LC 9) Max Gmvg=919(LC 1), 5=919(LC 1) FORCES. (Ib) - Max CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=-8611344,1-2=-6421227, 2-3=6421227, 31=915/219, 4-5=8431224 BOTCHORD 7.8=107R06,6-7=107f706 WEBS 1-8=328M25, 2-8=-4881294, 4-6=96/655 Structural wood sheathing directly applied or 6-0-0 oc pudins, except and verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-8 NOTES- 1) Wind: ASCE 7.10; Vult--160mph (3-second gust) Vosd=124mph; TCDL=S.Opsf; BCDL=S.OpsF h=18ft Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent ureter ponding. 3) This truss has been designed for a 10.0 psf bottom chord five load nonconcunent 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 100lb uplift atjoint(s) except Qt=lb) 9=319, 5=190. LOAD CASE(S) Standard /i i � ); PE 7sO51 a TTArac r - 0 �;6,\ �� RIDS �����` ///i/SONAI ISNGNN Job I nlss liniss iype My Meatlpwootl Aval.,ANean C3 jury Roof Special 1 1 Job Reference (optional) . ooumem ,ruas, re rrena, r,.,.»am 3x4= 1x411 4x7= 1 2 3 Dead Load Deb. = Ill 6 in 11 a 7 6 9 6 2.4 II 3x8 = 3x4 _ 3x4 = 2W II LOADING(psf) SPACING- 2-DO CSI. DEFL. in Qac) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.15 8-9 >999 ISO SCLL 0.0 Rep Stress Inv YES WS 0.58 Horz(CT) 0.01 5 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 126lb FT = 20Y LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-7 oc purilns, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (size) 9=Mechanical, 5-Mechanical Max Hcrz9=147(LC 9) Max Uplif19=317(LC 4), 5=215(LC 4) Max Grav9=919(1-C 1), 5=919(LC 1) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=8541346, 1-2=-837/294, 2-3=-837/294, 3-0=-891242, 4-5=866/239 BOT CHORD 7-8=151R13, 6-7=1511713 WEBS 1-8=366/1039, 2-8=586f343, 4-6=1541740 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=S.OpsF h=16ft; Cat II; 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 truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for thus to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 9=317, 5=215. LOAD CASE(S) Standard MI $< / L7 PE 76051 e ; =13 ; D -k- 1 RI oNAI �ENG�\�� / jolp Truss I Cuss lype aty lueadawvad Avalon-Adisen CA Roof Spedal JPJY 7 1 Job Reference o donal soomem 1 rasa. M nerve, r�.:wam nun. a.ca„e-1. m.,,....—, ��...�o., .ou... ID:25Ys9447kmmi2g5MnoriCoyODm-9yWKrhOAYgOFZFK R21706t7A_ZByzneF�(m_znZys 5-7-7 11-1n 1s-3-6 zo-sa ' S-7-7 I SS-11 I 5-7-7 Dead Load Deg. - 1141n 3,4 = 1.4 II 3x5 = 3z4 = 1 2 3 4 b bxb = 6.00 12 12 11 is 9 8 7 2x4 11 3z4 = 3 ' — lx4 II 3x8 = 2x4 II 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 1.25 Rep Stress Ina YES Code FBC2017f P12014 CSI. TC 0.84 BC 0.78 WB 0.47 Matrix -MS DEFL in (loc) Well L/d Vert(LL) 0.27 8-9 >9D5 240 Vert(CT) -OA6 8-9 >534 180 Horz(CT) 0.02 7 n/a n1a PLATES MT20 Weight119lb GRIP 244/190 FT=20% LUMBER- BRACING. TOP CHORD 2z4 SP No.2 TOP CHORD Structural wood sheathing dlrec0y applied or 4-3-4 oc pudins, except BOT CHORD 2x4 SP No2 and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 11-12. REACTIONS. (s've) 12=1VIechanical, 7=Mechanical Max Hoa 12=97(LC 9) Max Uplittl2=314(LC 4), 7=245(LC 4) Max Grav12=919(LC 1), 7=919(LC 1) FORCES. (lb) - Max CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-12=9211356, 1-2=9371327, 2-3=9371327, 3-0=9371327, 4-5=-672Y247, 5-6=803/243, 6-7=9071267 BOT CHORD 10-11=2711937, 9-10=-2711937, 8-9=271/937 WEBS 1-11=43211236, 2-11=548/288, 4-8=3501143, 6-8=215/806 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. It; Exp C; End., GCpl=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 psf bottom chord live load noncencutrent with any other live loads. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (jl=lb)12=314, 7=245. LOAD CASE(S) Standard M. E31 x����P/i )r PE 7wsl A ; APTV 1 \ y fk- �ti: Ili; j0N� A�ENG?\\ O JOB I Nss I was I ypa Meadowood Avalon-Artlean C5 Roof special Glider JQIY JPIY 1 1 Job Reference (optional) Southam Tnnai, FL Pie.. FL, 34951 3x8 = 1x4 11 3x5 = Run: 3x9 = Dead Load Dee. =1181n 6.00 L12 4x5 = 21 22 23 11 24 26 10 26 9 27 28 29 8 7 12 II 4x8 = 4x5 — 1x4 II 4x8 = 2x6 II 6-3-712-5-1 1841-8 20.8-e 6-3-7 I &1-11 I 6-3-7 _ 2-D-0 Plate Offsets (X Y)— j4:0-1-12 0-1-81 f6:O-3-00-2.41 18.0-4-00-1-81 M 1:D-3-0 0-1-81 112:03-0 0-bel LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in Qoc) Vdee L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.10 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.19 9-11 >999 180 BCLL 0.0 Rep Stress Inrr NO WB 0.92 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017JTP12014 Matrix -MS Weight 121 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD T3: 2x4 SP No2 BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3'Except* WEBS W2:2x4 SP No.2 REACTIONS. (size) 12=Mechaniml, 7=Mechanical Max Horz12=47(LC 22) Max Uplift12=765(LC 4), 7=684(LC 4) Max Grav12=1997(LC 1), 7=1864(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-12=18361B22, 1-13=24261931, 13-14=24261931,14-15=2426/931, 2-15�2426/931, 2-16>24261931, 3-16=2426/931, 3-17=24261931, 4-17=24261931, 4-18=10181394; 18-19=1018/394,19-20=1018/394, 5-20=1018/394, 6-6=11271408, 6-7=18991663 BOT CHORD 11-24=103612735, 24-25=103612735, 10-25=103612735, 10-26=1036/2735, 9-26=1036/2735, 9.27=1036/2735, 27-28=10362735, 28-29=1036/2735, 8-29=1036/2735 WEBS 1-11=1059/2760,2-11=9041621,4-11>36l/154,4-9=01526,4-8=20061/89, 6-8=62711739 Structural wood sheathing directly applied or 4-3-11 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Raw at midpt 1-12.4-8 NOTES- 1) Wind: ASCE 7-.10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BODL=S.OpsF, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 100lb uplift at joint(s) except (It--Ib)12=765, 7=684. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)150 lb down and 1631b up at 0-94, 137 lb down and 168 lb up at 2-94, 13716 down and 168 I6 up at 4-94, 137 Ito down and 168 Ito up at 6-9-4, 137 lb down and 168 lb up at _ 8-94, 137 lb down and 168 lb up at 10-94, 137 lb down and 16816 up at 12-94. 137 lb down and 168 Ito up at 14-94, and 137 lb down and 168 Ito up at 16-9-4, and 137 lb down and 168 Ito up at 18-&B on top chord, and 99 Ito down at 0-94, 91 lb down at 2-94, 91 Ito down at 4-94. 91 Ib down at 6-94, 91 lb down at 8-94, 91 It, down at 10-94, 91 Ito down at 12-94, 91 lb down at 14-94, and 91 lb down at 16-94, and 91 Ito down at 18-94 on bottom chord. The deslgnfselection 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 are noted as front (F) or back (B). \\\ M. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) j Vert 1-5=-70, 5-6=70, 7-12--20 PE 7 051. Continued on page 2 — r L D it �T `.cam:jF/ SONA iSNG?N\�� I Job Truss russ I ype MY Ply Meadomod Avalon-Ar4san C5 Roof Spedal Gsder 1 1 Job Reference o Uonal S=A. [N , FL Pierce, FL. 34951 Hun: BT Os OU 212018 PMU 82aU s Out212018 MITek IndY Mft. In2 I nU Fee 710Y4:562019 Page 3 ID:25Ys9447kmmi2g5MnorlCoyODmx 94j30RoJDyEt7gPUcyHaKZKTzbllU8701_4JRmZyr LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 3=137(F) 5=137(F) 8=64(F)13=150(F)14=137(F)15=137(F)16=137(F)17=137(F)18=137(F)19=137(F) 20=137(F) 21=68(F) 22=64(F) 23=-64(F) 24=64(F) 25=-64(F) 26=64(F) 27=-64(F) 28=64(F) 29=-64(F) y PE 7�051 d 1 14 ORI- lz Jc�b Tuss INs5I ype y Meadvecod Avalon Ardaaa CJ2 Diagonal Hip Girder 2 1 Job Reference (optional) aoumem r ruse, rc Pierce, rL, A 901 Run: 5S 5o zl 2Ula Pnntsall 5 Oa zl 2U18 MI reK Industries, Inn Thu Feb 71R.245] ZU19 Pagel ID:25Ys9447kmmi2g5MnorICoyODm-6LeSGMSR4K45VHPc1 KT W7Y6W mNyA19oGFAertznZyq Plate Offsets (X,Y)— 12:0.412,0-0-51, f5:0-2-3,0-0-81 LOADING(psf) SPACING- 2-0-0 C51. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.02 4-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.02 4-11 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.01 2 n/a nla BCDL 10.0 Code FSC2017/TP12014 Matrix -MP Weight 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-11-0 (min. 0-1-8), 4=Mechanical Max Horz2=122(LC 20) Max UpIffi (LC 17), 2=285(LC 4), 4=50(LC 17) Max Gmv3=88(LC 20), 2=382(LC 1). 4=78(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purling. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpr0.1 S; MWFRS (erwelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with 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 100lb uplift atjoint(s) 3, 4 except (jt=1b) 2=285. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95lb down and 132lb up at 1-6-1. and 95 lb down and 132 lb up at 1-6-1 on top chord. The designtselection of such connection device(s) is the responsibility of others. 6) 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 Increase=1.25 Uniform Loads (pit) Vert. 1-3=70, 4-9=20 Concentrated Loads (lb) Vert 12=111(F=55, B=55) \M. i �\\�e'• I! PE 7pJ51 A _ b 1 / TA"i igF� f /�ssON� ENG��\\�� 111111 �� Joe mss russ I ype - y Mean Avalw MSen CJ42 DIAGONAL HIP GIRDER 1 1 Jab Reference (optional) 5Malerrl I MM. PL PJP .FL. a0951 5.9-15 5-9.15 Plate Offsets (XY)— 15:0-2-3,0-D-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.14 4-11 >498 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.14 4-11 >478 180 BCLL 0.0 Rep Stress Ina NO WG 0.00 Horz(CT) 0.02 2 n1a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight 27 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP M 31 OTHERS 2x4 SP No.2 'Except* O2: 2x4 SP No.3 REACTIONS. (s¢e) 3=Mechanical, 2=0-10-15 (min. 0-1-8), 4=Mechanical Max Horz2=177(LC 20) Max Uplifl3=-139(LC 6), 2=294(LC 4), 4=11(LC 17) Max Grav3=157(LC 31), 2=409(LC 31). 4=124(LC 20) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vosd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with 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 at joint(s) 4 except rib) 3=139, 2=294. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)101 Ib down and 141 lb up at 1-6-1. 101 lb down and 141 Ib up at 1-6-1, and 82lb down and 82lb up at 4-4-0, and 82lb down and 82 It, up at 4-4-0 on top chord, and 33 lb down and 93 lb up at 1-6-1, 33 It, down and 93 lb up at 1-6-1, and 33l1b.down and 5lb up at 4-4-0, and 33 lb down and 5 lb up at 44-0 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 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 1-3=70, 4-9-20 Concentrated Loads Qb) Vert 12=119(F=60, B=60)14=103(F=51, B=51) (! PE 76051• A , "SSA o ruse ms5 ype Meado Od Avalon -Artisan CJ48 Diagonal Hip Gird.2 1 Job Reference o 'onal Soulnem Thin, FL %ena, FL. 34951 nun: e.[su s a e s - .[ cm , r=o ,,. =u , ID:25Ys9447kmmi2g5MnoriCoyODmc XCTUiS3rdCy7R_obl_IflejsnlHmr2QUcTBNJznZyp -2-9-15 6-5-11 2-9-15 6-5.11 P] LOADING(psf) SPACING- 24Y0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.16 4-11 >471 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Ven(CT) -0.19 I 4-11 >395 180 BCLL 0.0 Rep Stress Inc NO WB 0.00 HDR(CT) 0.02 2 Na n1a BCDL 10.0 Code FBC20171fP12014 Matrix -MP Weight 29 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD 2x4 SP Nc2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. OTHERS 2x4 SP No.2 *Except' 02: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-10-15 (min. D-1-8), 4=Mechanical Max Horz2=167(LC 4) Max UpIM-154(LC 8), 2=225(LC 4) Max Grav3=178(LC 31), 2=387(LC 31), 4=110(LC 27) FORCES. Qb) - Max CompJMax Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Dpsf, BCDL=5.OpsF, h=1 Sit; Cat. II; Exp C; End., GCpi=-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with 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 to uplift atjoint(s) except at --lb) 3=154, 2=225. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated 113ad(s)101 lb down and 141 lb up at 1-6-1, 101 Ib down and 141 lb up at 1-6-1, and 82 lb down and 82 lb up at 44-0, and B2 lb down and 82 lb up at 44-0 on top chord, and 33 lb down and 931b up at 1-6i1, 33 lb down and 93 lb up at 1-6-1, and 33 lb down and 5lb up at 44-0. and 33 lb down and 5lb up at 4-4-0 on bottom chord. The designlselection of such connection 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 back (B). LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert 3-12=70, 4-9=20 Concentrated Loads (Ib) Vert 13=119(F=60, S=60)15=103(F=51, B=51) \\\��\\,\II �P�I 8////�� PE 7PO51 A ` 7�YTA f - /IliZONAL IG? �3 4 JCb ruse I was I ypa Meadowoed Avalav-Ardean D7 JUW jVJy Mm ltdi 1 1 Job Reference (optional) S con buss, Ft Pierce, FL. M951 3x4 II 2x6 II 6.001`12 6 3x4 = 1x4 II 3x4 = 7-9-3 I 153-B 16'D'p lqN Dead Load De1L =1/16 in Plate Offsets ()(Y)— (7:0-3-0 0-041 I8:0-3-8 0-0-01 (9:0-1-12 0-VIII, 111:0.2-3 0-0-81 LOADING(pst) SPACING- 2-M CSI. DEFL in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.09 10-16 >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 lncr YES WB 0.31 Horz(CT) -0.03 7 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except• B2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=D-8-0 (min. 0-1-8) Max Horz2--438(LC 8) Max Uplift7=337(LC 8), 2=200(LC 8) Max Gmv7=704(LC 1), 2-867(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=10021113 BOT CHORD 2-10=389f799, 9-10=389f799, 8-9=155/452 WEBS 3-10=01344, 3-9=810/391 Structural wood sheathing directly applied or 4A 1-2 oc pudins, except end verticals. Rigid ceiling directly applied or 94115 oc bracing. 1 Row at midpt 3-9 NOTES- 1) Wind: ASCE 7-10; VuIY-160mph (3-second gust) Vasd=124mph; TCOL=5.Opsf; BCDL=5.Opsf, h=16ft; CaL 11; 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 nonconcurrentwith any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechamical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=1b) 7=337, 2=200. LOAD CASE(S) Standard M-e<��/qq///�/i I1 PE 76051 A 1 1� %� `PY � 1 O N /Ili; ZONAL � �ENG\\\\\\ Joe Nss Iruss Iype W.ddwood Avalwl-Artisan D2 ICAy Monopkdl IPly 2 1 Job Reference o Oonal SONnenn Tru" , FL Remo, FL, 34951 Run: 823u a ! 212018 "at 823a s Ua 21 -Lund w ex Inauspum Im mu rep r lu.,o:uu lulu rage n I D:25Ys9447kmmi2g5MnodCoyODm-WwKDVOUJMFSgMkeB)SODkAk?gauOEOC)xwylSCzrlZyn -247-0 2-8-0 8-0-0 13-0-0 1&0-0 2-0-0 I 243-0 I t 5-0-0 l 2-8-0 2x4 11 7 Dead Load Dell. = 5116 in 6.00 P2 3x4 6 6 3.5 4 3x4 G 5 o 4 NOP2X STP= W 4 1 2 1 10 1 II 4 a 1x411 4xa MT20HS 11 11 1x i 4z4= ixb II 14 13 7x4 II 3x6 11 1x4 11 3x4 = tx4 II 7436 8-0 241-0 -0 i 13-0-0 15_3-6_1¢Op I �74i6 11-1 54-0 5-0-0 1-17-8 b�8�8 Plate Offsets XY)— I9:0-5-8 0-2-01 f12:04-00-0-81 113:0-3.0 0-0-41 rl5:0-2-3 0-0-e1 LOAOING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 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 Ina YES WB 0.47 Horz(CT) 0.18 8 n/a nla BCDL 10.0 Code FBC2017RP12014 Matrix -MS Weight112lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except GOT 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 9-7-3 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 9-10 OTHERS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 2=041-0 (min. 0-1.8) Max Horz2=438(LC 8) Max UpIMB--337(LC 8), 2=200(LC 8) Max GmvB=704(LC 1).2=867(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=68510, 3-4=1220f261, 4-5=476/42, 5.6=455163 BOT CHORD 2-14=-315/522, 13-14=315/522, 12-13=2061380, 3-12=1921515, 11-12=511/1047, ' 6-9=180/514, 8-9=1661337 WEBS 4-ll=0262,9-11=527/l D47,49=771/373,6-8=685/338,3-14=5491310 NOTES- 1) Wind: ASCE 7-10; Vulri60mph (3-second gust) Vesd=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 2) Al plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chard live load noncencumant with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Pmvlde mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at)oint(s) except at -lb) 8=337. 2--zoo. LOAD CASE(S) Standard Ik ), PE 76O51 e ; �S fiA r - Rio Ili; ORAL EN��\��� o runs 1russ lype Meatlonood Avalan-ANsan its 11y Monopltch 1 1 Jab Reference (optional) aoumem Imes, rt. riarw, r�., .wear NOP2XSTP= w 3 lx4 II 2 7 4x8 MT20HS 11 1' x 1 15 4 3x4 = 3x5 11 txd II 2x4 II 6.00 FIT 7 3x4 O 6 3x5G 3x4 4 5 4 0 4 N STP z8= 8 11 3x4 = 12 2x It 4x4= 1x411 za II 1x4 II ' 1.A.n. AM, 5d-0 I 54-0 1 1, M Dead Load DO. = 511616 Plate Offsets ()(.Y)— f 10.0-6-4 0-2-Ol 113:04-0 0-0-81 114.0-2-4 0-0-41 I16:0-2-3O'0-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (Ioc) UdeO Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.39 12-13 >468 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.54 12-13 >339 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.40 Horz(CT) 0.16 8 rue We BCDL 10.0 Code FBC20171TP12014 Mabbc-MS Weigh:111Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP Na.2'Except• B2: 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=08-0 (min. NI-8), 2=0-8-0 (min. 0-1-8), 9=0-" (min. 0-1-8) Max Horz2=438(LC 8) Max Upli88=116(LC 8), 2=190(LC 8). 9=231(LC 8) Max Grav8=153(LC 1), 2=B42(LC 1), 9=577(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-65610, 3-4=11461231, 4-5=-436133, 5-6=-415154 BOT CHORD 2-15=3061500,14-15�3061500, 13-14=1991364, 3-13=1741469, 12-13=4831979, 6-10=1211358, 9-10=-1521289, 8-9=1531291 WEBS 10-12=503/993, 4-10=7061338, 6-8=-5481286, 3-15=5271301 Structural wood sheathing directly applied or 2-9-12 oc puriins, except end verticals. Rigid ceiling directly applied or g-10-8 oc bracing. Except: 6-0-0 oc bracing: 10-11 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=1 fift; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL-1.60 2) All plates are MT20 plates unless othenvise Indicated. 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 100 lb uplift at joint(s) except Qt=lb) 8=116, 2=190, 9=231. LOAD CASE(S) Standard `M )� PE 7�051 a ; �RID ',IN: i�� //�/ASS ONAii ENG��\\� Joe IMM 1russ lypo Qty Ply Meadowood Avalon -Artisan D4 Monopitch 1 1 I Job Reference o 8onal Southern Truss, FL Mo.. FL, 34951 tx, 3x4 i 3x4 = 2x4 It 6.00 12 3x4= 3x511 —,� WII Dead Load Oe11. = 51161n LOADING(psf) SPACING- 240-0 CSI. DEFL. in Qoc) Udell Ud PLATES GRIP TCLL 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) -0.54 13-14 >339 180 - MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.48 Horc(CT) 0.17 9 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matra -MS Weight 110 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins, except BOT CHORD 2x4 SP No.2'ExcepV and verticals. B2: 2x4 SP M 31, B4,F2: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. Except WEBS 2x4 SP No.3 6-0-0 oc bracing: 11-12 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0 (min. 0-1-8), 2=0-6-0 (min. 0-1-8), 10=0-8-0 (min. 0-1-8) Max Horz2=392(LC 8) Max Uplifl9=90(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. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=655/0, 3-4=1143/269, 4-5=380143, 5-6=359164 BOT CHORD 2-16=296/499, 15-16=296/499, 14-15=194/363, 3-14=172/468, 13.14=4721977, 6-11=1021323 WEBS 4-13=01279,11-13=-460/907, 4-11=789/3B0, 6-9- 5191249, 3-16=526/297 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=S.Opsf; h=16fq 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss 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 buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 9 except 01=-Ib) 2=210. 10=239. LOAD CASE(S) Standard N\�PN'�'I E31��//qq��'�i VxGE z r! PE 76051 A ; _ .O 1 'SyTAg� ijOS' .4 OR (D Joe N55 Imss lype My Meadevood Avalon-ANsan OS IUIY I MmopNch 1 , Job Reference (optional) aoumem I mss, ilL Hama, rL., J4 l Hun: 82u 5 oel Z1 Zola Pnna iiZ a OQZ1 2018miek inausglea, Ina Ihu Yea f1u35:WLola Pagel ID:25Ys9447kmmi2g5MnoriCoyODa-wV7MXOW BfAgFDCsmOaawMpMWgowCRlz9duAy3xzhzyk -2-0-0 2-8-0 8-0.0 12-0-0 13d-0 16-0-0 3 ,x 314 = 30 = 2x4 II 1N An,, , 6-0-D i,3-4-0 1 53-8 ,6-60 R_ Dead L.oed Defl.=5116ln p Plate Offsets OCYI— 15:0-2-0 0-2-81, 110:0-fi-00-2-01 (13:D-4-0 0-0El. 114:0-2-4D-0-41 116:0-2-3,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.37 12-13 >486 240 MIT20 244/190 TCDL 15.0 Lumber COL. 1.25 BC 0.76 Vert(CT) -0.6412-13 >338 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inrr YES WB 0.47 Hoa(CT) 0.17 8 Na We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 106 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Excepr 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=0-8-0 (min. 0-1-8), 2=0-8-0 (min. 0-1-e), 9=0-8-0 (min. 0-1-8) Max Hoa2=342(LC 8) Max Uplifl8=126(LC 4), 2=225(1_C 8). 9=224(LC 8) Max Grav8=145(LC 18), 2=840(LC 1). 9=616(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2J=655/27, 3-0=1137/290, 45=383/87, 5-6=258/101 BOT CHORD 2-15=282/500, 14-15=282/500, 13-14=185/363, 3-13=-155/459, 12-13--"W969, 6-10=98/308, 9-10=99/260, 8-9=100/261 WEBS 4-12=0/283, 10-12=-029/888, 4-10=771/367, 6-8=505/195, 3-15=527/289 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. Except: 6-0-0 oc bracing: 10-11 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=S.Opsf; BCDL=S.OpsQ h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at -lb) 8=126, 2=225, 9=224. LOAD CASE(S) Standard �M 3 !( PE 7�051 d 1 ,— "RAIli; /0AfA1_ / o ruas lruss lype Fly mwod Avalonmaan 06 JUty JlAead Monopitch 1 1 Job Reference o Banal Soua,em I lugs, rc MeM. r", 3 Ubl rtue' , a e , o ry a ID:25Ys9447kmmi2g5MnodCoyODrx-PhZkkIXgQTz6rMRyyl59v0uhHCGSADnIsYwVbun2yl W- -2-0-0 2-&0 e-0-0 10.60 2-0-D I z-6-D sa-D I z0-D I 3-0-0 za0 3x4 = 314 = 2x4 11 Deed Load Deft. = 5116 in 19� LOADING(psf) SPACING- 240-0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.36 12-13 >502 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT)-0.5512-13 >333 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017I P12014 Matrix -MS Weight 102lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except SOT CHORD 2z4 SP No.2'Except* and verticals. B2:2x4 SP M 31, B4,F2: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing. Except WEBS 2x4 SP No.3 6-0-0 oc bracing: l0-11 OTHERS 2x4 SP No.3 REACTIONS. (sae) 8=0-&O (min. 0-1-8), 2=0-8-0 (min. 0-1-8), 9=04I-0 (min. D-1-8) Max Haz2=292(LC 8) Max UpTM8=190(LC % 2=-229(LC 8). 9=289(LC 8) Max Grav8=88(LC 8), 2=B32(LC 1), 9=796(LC 1) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-650/54, 3-0=1104/275, 4-5=380/125, 5-6=279/108 BOT CHORD 2-15=2591498,14-15=259I498,13.14=168/360, 3-13=112I428, 12-13�373/936, 9-10=1091292, 8-9=110/294 WEBS 4-12=0/298, 10-12=336/797, 4-10=7121335, 6-8=493/180, 3-15=524/271 NOTES- 1) Unbalanced roof live loads have been considered far this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psh h=16ft; 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 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 truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (t=1b) 8=190, 2=229, 9=289. LOAD CASE(S) Standard 3A B<�//q���i �t 11 PE 76051 A ; 15y�y7-A n4oz,:� G / ��''ss°;;AL SN\\� D Job Nss N9s lype ty Meatlmvootl AwalomArr-__ D7 Manopitr5 1 1 Jab Reference o banal TNss, Ft, Pierce, FL. 34951 4x8 = 3 4 = — a ..... u 20 314 = 2x4 II 1M 1-0-6 10, 1-102-8-0 841-0 134-0 1538 160-0 ' Dead Load Deb. = 8/161h Plate Offsets (X.YH 13:0-3-12,0-1-81 f4:0-5-40-2-01 r7:0.1-12,G-1-81 f9:0-640-247 r12:0-0-00.0.81 113:0-2-0 0-0-41 M&D-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.36 11-12 >502 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.5711-12 >318 180 MT20HS 1871143 BCLL 0.0 Rep Stress InQ YES WB 0.33 Hoa(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weight 971b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *ExmpY BOT CHORD Rigid ceiling direc0y applied or 10-D-0 oc bracing. Except 82:2x4 SP M 31, B4,F2: 2x4 SP No.3 64-0 oc bracing: 9-10 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0 (min. 0-1-8), 2=0-6-0 (min. 0-1-8), 8=0.8-0 (min. 0-1-8) Max Horz2=242(LC 8) Max Uplift7=131(LC 4), 2=231(LC 8). 8=212(LC 8) . Max Grav7=125(LC 18), 2=836(LC 1), 8=698(LC 1) FORCES. (ib) - Max. CompJMax. Ten. - Al forces 250 Qb) or less except when shown. TOP CHORD 2-3=-660/82, 34=1085/262, 4-5=540/202 BOT CHORD 2-14=240/510, 13-14=240/510,12-13=153/365, 3-12=118/393, 11-12=285/912, 8-9=186/510, 7-8=186/511 WEBS 4-11=0/286, 9-11=285/863, 4-9=418/191, 5-7=714/256, 3-14=534/258 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, BCDL=S.OpsY 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 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 nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) except (it -lb) 7=131, 2=231,8=212. LOAD CASE(S) Standard �i PE 7ip59 7STA n4p 40RID'' Ili; OAfALIENG��\��\ �� a runs russ ype y Mea o W AvalomMsm D8 HaVHip Girdu 1 1 Job Reference (optional) Soutem Truss, FL Pierre, FL. 34951 4x7 = tx4 II 3 17 18 4 19 3x4 = 2x4 II 2e 5 6 6-0-0 10.7-12 i 15-0-8 16-0-q 6-0-0 i 4-7-12 4-7-12 10.8�-8-8 Plate Offsets (X,Y)— [3:0.5-4,0-2-01,112:D-2-3,0-0-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 11-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Verl(CT) -0.0711-16 >999 180 BCLL 0.0 Rep Stress Inv NO WB 0.28 Hom(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -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. 0-1-8), 8=0-8-0 (min. D-1-8) Max Horz2=192(LC 8) Max Upli87=104(LC 1), 2=229(LC 8), 8=348(LC 5) Max Grav7=87(LC 4), 2=759(LC 1), 8=782(LC 32) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-845/238, 3-17=605/227, 17-18=6051227, 4-18=-605227, 4-19=605/227, 19-20=605227, 5-20=605/227 BOT CHORD 2-11=249/681,10-11=247/691, 5-8=701/350 WEBS 4-10=295212, 5-10=-2831733 Structural wood sheathing directly applied or 5.9-3 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. NOTES- 1) Unbalanced roof live loads have been mnsidered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-semnd gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16R; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 nonconmmenl 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) 7=104, 2--229, 8=348. 7) Hanger(s) or other connection device(s) shall be provided sufficient 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 10-0-12, 114 lb down and 42 lb up at 12-0-12, and 114 lb down and 42 Ito up at 14-0-12, and 921b down and 191b 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 back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3--70, 3-6=70, 9-14=20, 7-8=20 Concentrated Loads (lb) Vert: 3=42(8) 6=17(B)17=42(B) 18=42(B)19=42(B) 20=42(B) xGE11jS;���ii 3 ); PE 75051• e ; 7SyTA 44�3/ ��Qi \ �//j;s �rvALI eNG���, �I 4� o was , ruaa type y Meadomed Awlen-ANean D9 MONOPRCH GIRDER 1 2 Job Reference o 9onal South.. Truss, FL Plebe, FL, 34951 Hun: 8230a Dcr21201. Pane 823. a un 212u1e Mu exmOusmes. i. inu ree ,lvxa:ur cola aae, ID:25Ys9447kmmi2g5MnorICoyODm-pGF W nZijOLhipAXdOesXfWW PLPNYUl1' WBACbnZyg 533 1 70J8 I IMI28 7-24 1P 5.0. i 2x4 11 c ^^r 3S!� 6 Dead Load Dell. =7/16 in 3x4 = 2x4 II 6,8 = 2x8 II 18 G19 10.3-9 15312 /Sr 12 , 53-3 585 I 5-05 ' 0.10.1 IQ N Plate onsets (x Y)- r4:0-1-12 0-1-eI [5.0-1-12 0-143]n'6-3-0 0-4-4t [8:D-7-8D-2a] [10 D-4-a D-2-4t 111:9-2-0 oa81 LOADING(psf) SPACING- 24)-0 CSI. DEFL. in (toe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 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 Inv NO WB 0.56 Horz(CT) 0.02 10 ale n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 271 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP N0.2*Except' Bl: 24 SP M 26 SOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0 (min. 0-1.8), 10=04-0 (min. 0-2-9) Max Homl=409(LC 21) Max Upliftl=-724(LC 8), 10=2540(LC 8) Max Gmvl=2319(LC 1), 10=6203(LC 1) FORCES. (Ib) - Max. Comp./Ma c. Ten. -All forces 250 Pb) or less except when shown. TOP CHORD 1-2=4817/1526, 2-3=28911837, 3-4=2750/849, 4-5- 2691427 BOT CHORD 1-12=1689/4230, 12-16=1689/4230, 16-17=1689/4230, 11-17=1689/4230, 8-10=484812109, 5-8=1729/877 WEBS 2-12=515/1496, 2-11=1943/822, 4-11=102712951, 4-8=342011339, 5-7=-606/1159, 8-11=103212625 Structural wood sheathing directly applied or 5-&13 oc pudins, except end verticals. Rigid ceiling directly applied or ID-M oc bracing, Except: 6-0-0 oc bracing: 7-8. 6-0-0 oc bracing: B-10 NOTES- 1) 2-ply Vuss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 Paw at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front IF) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to disbibute only loads noted as IF) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16fq Gal 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss ,has been designed for a 10.0 psf bottom chard 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 (jtAb)1=724, 10=2540. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1977 Ito down and 785 lb up at 7-0-12, 899 lb down and 334lb up at 9-D-12, 899 lb down and 337 lb up at 11-0-12, 899 lb down and 339 lb up at 13-0-12, and 870 lb down and 313lb up at 15.1-0, and 1495 lb down and 726 lb up at 164-4 on bottom chord. The deslgnlselectlon of such connectlon device(s) Is the responsibility of others. M. 134 \GEf1js`< i j \ ` x )� PE 7G051 A LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Invease=1.25, Plate Inmase=1.25 Uniform Loads (plf) Vert• 1-6=70, 10-13=20, 9-10=20, 7-8=20 Concentrated Loads Pb) Vert. 7=1495(B)10=870(F)16=-1977(F) 17=899(F)18=899(F)19=899(F) R�I_D ��N�IE\,NO \t V o m55 mss ype y Meadawood Al lwrArthaa D10 Hatt Hip Girder 1 Z Job Reference o lional SWNem Itoss.rurie6e.rL..3Vabh nun:o.ID:as9i2go.noo..yOM-H moons...cov.w.......A53_...._.__.�__._ ID25ys9447kmmi2g5MnortCoyODnc-HSpFa7eKUT/JUB8A53s3U6pbC6xwnAujkl¢nZyl -2-0-0 490 8-7-12 12-4-12 16.3-e 24}0 49-0 3-10-12 3-9-0 3-10-12 1x4 II 4x10 = 5 18 19 Dead Load Des. = 118 in .:M HS= LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In Voc) VdefI Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.1910-11 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.04 7 n/a War BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight200lb FT=20% LUMBER- BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc pudins, except BOT CHORD 2x6 SP M 26'Except' and verticals. B2: 2x6 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanlcal, 2--0-8-0 (min.0-1-8) Max Hom2=161(LC 21) Max Upl'd17=1481(LC 6), 2-1149(LC 8) Max Gmv7=4840(LC 1), 2=3424(LC 1) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=6503/2216, 3-17=6386/2233, 3-0=779312577, 4-5=779312577 BOT CHORD 2-20=2018/5734, 11-20=201B15734,11-21=205015814,10-21=2050/5814, 1 D-22=-1838/5903, 9-22=-1838I5903, 9-23=1838/5903, 8-23=1838/5903, B-24>1838/5903,24-25=-1838/5903,25-26=183815903,26-27=-183BI5903, 7-27>183815903 WEBS 3-11=55011369, 3-10=686/2351, 5-10=-88912271, 5-8=-448r2191, 5-7=-6950/2161 NOTES- 1) 2-ply miss to be connected together with 10d (0.131k3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chards connected as follows 2x6 - 2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 -1 row at D-9-0 oc. 2) All loads are considered equally applied to all plies, except 8 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; VuIY-160mph (3-second gust) Vesd=124mph; TCDL=S.OpsF BCDL=S.Opsf, h=16ft; Cat II; Exp C; Encl., GCPI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconciment with any other live 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 100 lb uplift atjolnl(s) except (jt=1b) 7=1481, 2=1149. 9) Hanger(s) or other connection devic r(s) shall be provided sufficient to support concentrated load(s)13 lb down and 13 lb up at 4-3r4, and 120 lb down and 1341b up at 12.8-12, and 86 lb down and 106 lb up at 14-S-12 on top chord, and 665 lb down and 349lb up at 4-3-4, \\\ M- 18441b down and 70411a up at 7-0-12, 899 lb down and 265 lb up at 9-GA2, 899 lb down and 235lb up at 11.0-12, 352 lb down and 112 /� lb up at 12-8-12, 899 lb down and 210 to up at 13-0-12, and 47 lb down at 14-8-12, and 901 lb down and 236lb up at 15-0-12 on bottom\ chord. The designlselection of such connection device(s) Is the responsibility of others. \� i V\CEN&g - ll i i LOAD CASE(S) Standard '�� (!! PE 76051A ; Continued on page 2 WA t �i0�F`��ORID, ��� Job 1russ — Ty Nss yP y Meadowood AvalomArtisan DID HaH Hip Girder 1 2 Job Reference (optional) southern Trues, FL Pierce, FL.. 34951 Run:8290 s OG 212018 Rmt B230 s OG 212018 MiTek Industnes, IM Tnu Feb 110:25:082019 Page 2 ID25Ys9447kmmi2g5MnorlCoyODm-HSpFa7eKUiTYJ2djBM53s3U6pbC6 MnAulkl¢nZyf LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=-70, 3-6=70, 7-14=20 Concentrated Loads Qb) — Vert 18=118(F)19=61(F) 20=665(F) 21=1844(13) 22=899(B) 23�899(B) 24=-352(F) 25=899(B) 26=28(F) 27=901(B) 1! PE 71 ANA • //iO��S' �� RID /;���� o russ . nu ypa y Mea Avalon -MN n D,11 Roof3pedal Girder 1 1 Job Reference (optional) Swthem Truss, FL Me=, FL, 34951 MII a 54x4 = 3x4 = 2 3 AL 5 4x4 = 4M = 7 ro 10 4 2x6 II Dead Load Defl. - 3116 in 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 1.25 Rep Stress Incr NO Code FBC2017lTPI2014 CSI. TC 0.95 BC D.75 WB 0.00 Matrbc-MP DEFL in Vert(LL) 0.20 Vert(CT) -029 Horz(CT) 0.00 (loc) Udefl Ltd 4-5 >377 240 4-5 >257 180 7 n1a nla PLATES GRIP MT20 2441190 Weight: 59 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-11-8 oc pull except BOT CHORD 2x6 SP M 26 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. OTHERS 2x6 SP No.2 WEBS 1Row at mldpt 2-5 REACTIONS. (size) 5--Mechanical. 7=05-0 (min. 0-1-8) Max UpIiRS=-713(LC 4), 7=544(1_C 5) Max Grav5=1508(LC 1).7=1141(LC 1) FORCES. (lb) - Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-7=-3881889, 6-7=2521156, 2-6=252J156 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Gpsf, BCDL=5.0psf, h=1M Cat II; 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 truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other live loads. 4) Refer to girder(s) for truss, to truss connections. 5) Bearing at)oint(s) 7 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjolnt(s) except at --lb) 5=713, 7=544. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 689 lb down and 352 lb up at 0-7-12. and 684 lb down and 3571b up at 2-7-12, and 684 lb down and 357 lb up at 4-7-12 on bottom chord. The design/selecuon 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=125, Plate Increase=1.25 Uniform Loads(plp Vert: 1-2=70, 2J=70, 45=20 Concentrated Loads (lb) Vert 8=689(B) 9=664(B)10=664(B) GENS� :t ff pE 7�051 R ; A aRID /\�� i////s OArAL S \- \\N�N� � o ruse mss type y Meadamw Ava[tl Arfiwn E1 COMMON 1 1 Job Reference (optional) SouNem Tn , FL Pierce, FL, M951 4x4 = 1x4 II r— 1.343 1-7-8 5-3-0I e-9-8 &1-6 1660 1-3-8 3 17 3 68 1-0-8 II to Plate Offsets (XYI— 12:0-0-7 0.0-131 M 1:0-2-3.0-0-81 r13:0.2-3.0-0-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.04 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.09 9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.09 Hom(CT) 0.00 8 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 52lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0 (min. 0.1-8), 8=0-8-0 (min. 0-1-8) Max Ho210=73(LC 6) Max UpIift10=-320(LC 8). 8=326(LC 9) Max Grev10=615(LC 17), 8=625(LC 18) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 Qb) or less except when shown. WEBS 3-10-J821308, 5-8=383/304 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 no purilns. BOTCHORD Rigid ceiling directly applied or 6-0-O 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.Opst; BCDL=5.Opsh, h=16ft; Cat II; Exp C; Part End., GCpl=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 otherwise Indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ito uplift at joint(s) except (t=lb)10=320. 8=326. LOAD CASE(S) Standard \\�\\11tiII III// N�N LPNI /ice IN \CEIt%S�'INN i �t PE71551Ai WA 1 ///i) 01VAL'EN&\����\L\41 Job iruss Iruss lype Meedowood Avalon-Msan E2 JUV Common jely 2 1 Jab Reference (optional) Southern Truss, FL Fierce, FL, 34951 44 = 21 Plate Offsets (X Y)— 12:0-3-7,9-0-121 V:0-2-3 0-0411 19:0-2-3 0-0-81 LOADING(pso SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 6-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 6-16 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.08 Horc(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 50lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0.13), 4=D-6-0 (min. 0-1-8) Max 1-1o22=73(LC 6) Max Uplift2=304(LC 8), 4=304(LC 9) Max Grav2=617(LC 1), 4=617(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6101283, 3-0=6101283 BOT CHORD 2-6=1471497, 4-6=147/497 BRACING - TOP CHORD Structural Wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD Rigid ceiling directly applied or 10-0-0 0o bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; SCDL=5.0psl, h=16ff; Cat II; Exp C; Part. End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunenl with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of vrithstanding 100 lb upllll at joint(s) except at --lb) 2=3D4, 4=3D4. LOAD CASE(S) Standard 111 \�pN1 M- //����i <Ol- \-\GENq )r PE ,- WA / � 7 �io�FS; ---RID � �`x o - I mss I Was I ype Viy Meadawood Avalon -Artisan FEE Common Supported Gable 10ty 1 1 Job Reference optional) Southern Truss, FL Pierce, FL, M951 4x4 = I IgII � LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Coo) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ved(LL) -0.03 7 nfr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.05 7 nlr 90 SCLL 0.0 Rep Stress Inv YES WE 0.04 Horz(CT) 0.00 6 nla Na BCDL 10.0 Code FBC2017ITP12014 MatdxS Weight 541b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or S-M oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-6-0. Qb)- Max Horz2=73(LC 6) Max Uplift All uplift 100lb or less aljolnt(s) except 2-116(LC 8), 6=130(LC 9), 1 D=104(LC 8), 6=103(LC 9) Max Grav All reactions 250 lb or less atjoint(s) 9, 10, 8 except 2=329(LC 1), 6=329(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. 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.0psF, 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) 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 ANSUTPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 am 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 Ito uplift at joint 2, 130 lb uplift at joint 6,104 Ib uplift at joint 10 and 103 lb uplift at joint B. LOAD CASES) Standard M- -Z \GEN,p��T��ii Jr PE 7$051 d ; A f RID % /l//; ZONAi ILIENG�\\\\ �t Job 1russ I mss Type Uty Meadmvead Aveio AdiSen E3 Imy Cammon 7 1 Job Reference o donal eouihem Truss, FL Ri , FL, M951 bx4 = tx4 II 1-3-8 -7- sa-o 9-s-t1 to-s-b t-a.e 8-7-8 4-6-71 D-6-s I Ig Plate Offsets (X.Y)— 12:0-3-7 0-0-121 111.0.2-3 D-0-8t 113:0-2-3 0-0-8) - LOADING(psf) SPACING- 2-M CST. DEFL. in Qoc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 9 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.08 8-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.11 Haz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight 51 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0.8-0 (min. 0-1-8), 8=0.11-5 (min. 0-1-8) Max Horz10=73(LC 6) Max Upi'd11C=335(LC 8), 8= 303(LC 9) Max Grav10=662(LC 13). 8=592(LC 14) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-4161313, 5-8=4221356 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 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) Vasd=124mph; TCDL=S.Opst. BCDL=5.Opst h=16R CaL II; Exp C; Part. End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at)olnl 10 and 303 lb uplift at joint B. LOAD CASE(S) Standard PE 7�051 e ; G? ////; OAFAI iEN\N �� Job I Mss Imes lype Fly Meatlmwod Avalo Artsan E4 10ty I Commw Girder 1 1 Job Reference o tlonal Southern Truss, Ft Pierce. FL, 34951 4x4 = I9 1-38 1 5-3-0 at+f rue-u 1-38 0-2- 2 3&12 310-e t-4-6 Plate Offsets (X,Y)_- T2:0-1-15 0-1-51 16.0-1-9 0-0-121 110:0.2-3 0-0-81 LOADING(psf) SPACING- 240-0 CSI. DEFL. in (too) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Ved(LL) 0.03 7-8 >999 240 W20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.05 7-8 >858 180 BCLL 0.0 Rep Stress Ina NO WB 0.19 Horz(CT) -0.01 7 n/a nla BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 471b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 9.11-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-6 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.31-1-10 REACTIONS. All bearings 7-10-0. (lb)- Max Horz 9=89(LC 10) Max Uplift All uplift 100 lb or less at joints) except 8=203(LC 8), 7=412(LC 9), 9=331(LC 25) Max Gmv All reactions 250 lb or less atjolnt(s) except 8=861(LC 1), 7=1191(LC 18), 7=1103(LC 1), 9=418(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=274f715, 34=209/768, 45=2211730, 5-6=3291910 BOT CHORD 2-9=630/298, 8-9=630/259, 7-8=6301259, 6-7=-608I201, 6-19=-6081201 WEBS 4-8=133/257, 5-7=7481342, 3-9=2971280 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; BCDL-S.OpsF, h=16ft; Cat II; Fxp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load noncencurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 Ito uplift at joint 8, 412 lb uplift at joint 7 and 331 to uplift atjbint 9. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 970 lb down and 324 Ito up at 1 Ob12 on bottom chord. The design1selection of such connection 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 back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) , Vert 1-4=70, 4-6=70, 12-16=-20 Concentrated Loads (lb) Vert 19=970(13) i'.\A M- BG p PE 7�Q51 A 1 '1` /�T-, ; 0 N56 N5a ype y Mead.od Avalon-msan H1 Common 1 1 Job Reference o Oonal aaumem i mssr,., aaam - - ', r •• ID25Ys9447kmmi2g5MnodCoyODmx6aA VrAf53YDh1uCROGVJ7JUPEm11y0rYm96L1xOznZyZ 42-0 62 0 ' 4-2-0I 42-0 4x4 = 2 0 b 5 4 6 tx4 II 3x4 II 3.4 II Dead Load Dab. -1116 in LOADING (Pat) SPACING- 2-UO I CSI. I DEFL. In (loc) Ildefl L/d I PLATES GRIP TCLL 20.0 Plate GripDOL 1.25 TC 0.50 Vent") -0.05 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) •0.11 5 >875 180 BCLL 0.0 RepStress Ina YES INS 0.03 Hoe Cn 0.00 4 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight 36lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or I D-0-0 oc bracing. REACTIONS. (sae) 6=Mechanical, 4=Mechanical Max Ho26=40(LC 4) Max Upliflfi=90(LC 8), 4=90(LC 9) Max Grav6=362(LC 1), 4=362(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. ' TOP CHORD 1-2=268/94, 2-3=268194,1-0=262/106, 34=262/106 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.Opsf; BCDL=5.Opst h=16tt Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurmnt 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 v4thstanding 90 lb uplift at joint 6 and 90 lb uplift at joint 4. LOAD CASE(S) Standard i )r PE 7�ajj A -0 \ ',!TT -A , %� \ "'; f o�i�s; �4 0R I_D `���� ///i;/ ONA IF-\\ iou I NSS I maa I ype y Meadawood Aralwi-Arbwa 1-12 Comnwn 7 7 Jab Reference o tional ... I raw. r, "... ". sacral 04 = r 2 0 5 4 6 1x4 II 3x4 II 3x4 II Dead Load Dad. -1116 in LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 24)-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 CSI. TC 0.50 BC 0.35 WB 0.03 Matrlx-MR DEFL. in Vert(L-) -0.05 Vert(CT) -0.11 Horz(CT) 0.00 (loc) Well Lid 5 >999 240 5 >B61 180 4 n1a n/a PLATES GRIP MT20 244/190 Weight 36 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except SOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanial, 4=Mechanical Max Horz6=39(LC 4) Max Upli0S=91(LC 8). 4=91(LC 9) Max Grav6=362(LC 1), 4=362(LC 1) FORCES. (Ib) - Max CompJMax.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 1-2=268/93, 2-3=-268/93,1-6=261/106, 34=261/1D6 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16tk Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This buss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift atjoint 6 and 91 lb uplift at joint 4. LOAD CASE(S) Standard BBCC/��/qq����i v\GENS��T��i�� z PE 76051 e 1 Ili; /OAfAL o, Inuss I runs I ype Meadrmo Awlor Artlsan H3G Hip Girder 1 1 Job Reference o 8ena1 emblem IMM. FL Rene, FL, 34a51 4x4 = 25 26 4x4 = 6.00 12 1 6 2 I �19 Ix4 II STP HOP = Ix4 II n S x41 8 27 Ui 28 7 6 6 t e F7 Ix4 11 I�' II txb II + 4 c 4= 3x4- 1x4 II Ix4 II Ix4 II 241-0 6 4-0 241-0 I 4-0-0 Plate Offsets (X,Y)- 12:0-1-0,0-1-91 15:D-1-40-1-91 I9:0-2J,0-0-81 111:0-2-3,0-0-e1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) gdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.07 7-8 >999. 180 BCLL 0.0 Rep Stress Inv NO WB 0.07 Horz(CT) -0.01 5 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight 561b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 *Except* F2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-6-0 (min. 0-1-B), 5=g-6-0 (min. 0-1-6) Max H=2=41(LC 30) Max Uplifl2=279(LC 25), 5=279(LC 24) Max Gmv2=577(LC 36), 5=577(LC 37) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-5-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. Except 541-0 oc bracing: 25 FORCES. Qb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=805/961, 3-25=709/871, 25-26=709/871, 4-26=709/871, 4-5=805/961 BOT CHORD 2-8=8291752, 8-27=871/780, 27-28=8711780, 7-2B=B7lf780, 5-7=829/753 WEBS 3-8=354/228, 4-7=354f228 NOTES- 1) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7.10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opst h=1611; Cat II; Exp C; Encl.. 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 pat bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 2 and 279 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 Ib down and 190 lb up at 2-0-0, 91 lb down and 116 Ib up at 3-1-13, and 91 Ib down and 116 lb up at 6-2-3, and 144 Ib down and 190 lb up at 64-0 on top chord, and 78 Ib down and 78lb up at 2-0-0, 95 lb down and 273 to up at 3-1-13, and 95 to dawn and 273 Ib up at 5-2-3. and 78lb dawn and 781b up at 6-4-0 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 4 Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert 15=70, 34=70, 4-6=70,19.22=20 Concentrated Loads Qb) Vert 3=78(B) 4=78(B) 8=37(B) 7=37(B) 25=51(B) 26=51(B) 27=127(B) 28=127(B) ); PE 7P051 A pi ��4 N:, Joe toss Iruss lype Meade ad Avalon -At. H4G JUry Jely Half Hip Girder 1 f Job Reference o onel Swrhem Tvae, FC Plane, FL, 3495f Run:8.2Wa Od212018Pr 8.230s Oot21201BMReklndusmm.,nc Thu eb 710:25:172019 K2PaTl ID:26Ys9447kmmi2g5MnorlCoyODm-WBsfrChzMTbGuMxSCXgCM)odRnajB3DhYjznZyW 33-3 4-2-8 I4.9-0 333 0-11-5 0-6-8 5x4 = 3x4 = Dead Load Dell. = Ill 61n LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Doc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.05 6-9 >899 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC OA3 Vert(CT) -0.13 6-9 >430 180 BCLL 0.0 Rep Stress Ina NO WB 0.11 Horz(CT) -0.04 4 rda n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight 18 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 cc puriins. HOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-D-0 cc bracing. WEBS 2x4 SP Ne.3 REACTIONS. (size) 1=04" (min. 0-1-8), 4—Mechanical, 6=11lechanical Max Horzl=to6(LC 32) Max Upllftl=151(LC B), 4=10(LC 4), 6=329(LC 8) Max Gmvl=551(LC 1), 4=17(LC 1), 6=701(LC 36) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=284/156 BOT CHORD 1-10=231/276, 10-11=231/276,11-12=2311276, 6-12=2311276 WEBS 2-6=-434/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-ID; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psh, h=16tt; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss Is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 Pat bottom chord live load noncencurrenl with any other live loads. 7) Refer to girder(a) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 1,10 Ib uplift at joint 4 and 3291b uplift atjoint 6. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 241 He up at 4-2-8 on top chord, and 3421b down and 111 lb up at IA-12. and 342 lb down and 110lb up at 34-12, and 165 lb down and 8 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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=125, Plate Increase=1.25 Uniform Loads (plf) Vert:1-3=70, 34=70, 5-7--20 Concentrated Loads (lb) Vert 3=124(B)1D=342(F)11=342(F)12=-22(B) tl PE 7�GSI A \ �1 TTA 1 — ��iO�Fd' 0/11111110 ou Truss ruse lype y Meatl Av.Ie Artisan J1 Jark-Open t0 1 Job Reference o 8onel Sa&en Trv& . Ft Berm, FL, sc951 nu¢ e.civ c w.. m,a rmn.....,.,...... .,... �..., _�..�...,. ........_ .....-_.._ -_._ . _._ . ID:25Ys9441kmmi2g5MnodCoyODM-_NP1gYt 7f; VWemEtJTfzTC21bWSe7M4)JF4i; 2yV i.. -2-0-0 2-0-0 1-0-0 LOADING(psf) SPACING- 240-0 CsL DEFL in (loc) Ild-' L!d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Veri(LL) 0.00 8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n1a n1a BCDL 10.0 Code FBC2017FP12014 Matrix -MP Weight 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz2=66(LC 8) Max UpIIft3=-42(LC 1). 2=143(LC 8), 4=64(LC 1) Max Grav3=33(LC 4), 2=340(LC 1), 4= 4(LC 4) FORCES. (lb) - Max. CompJMax. Ten. - Ali forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIr160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psh h=16ft: Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates am MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 wRhstanding 42 lb uplift at joint 3. 143 lb uplift at joint 2 and 64 lb uplift at joint 4. LOAD CASE(S) Standard M. 1! PE 75051 A ; .100 mss mss ype y Meadowaotl Avalen-Arusxn J2 Jad-open 6 I Job Reference o tienal a M m 1 Mw. Ft Plena, Ft-, M%1 Mn: e.aws uo 11 ZUle root c.<m s M a auic —MI-MR.m1 , so, ID:25Ys9447kmmi2g5MnorICoyODM-_NP1gYic7nj7W WJemELRTZTC2rBaSe7M4jJF4izn -2-0-0 2-0-0 ' 2-M + 24K LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 4 >947 180 BCLL 0.0 Rep Stress Inr YES WB 0.00 Horz(CT) 0.00 2 We n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MP Weight 13 lb FT=20% LUMBER- 1 BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanlml, 2=0-8-0 (min. 0-i-8) Max Horz2=91(LC 8) Max Upli83=8(LC 8), 2=113(LC 8) Max Gmv3=38(LC 3), 2=309(LC 1) FORCES. (Ib)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shovin. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opst,, h=16f; CaL II; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DDL=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 nonconwrtent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 81b uplift at joint 3 and 113 lb uplift at joint 2. LOAD CASE(S) Standard �c 11 PE 70051 A ; .` 79�31 JSTA . �i��i��.ss (o�Ai pENG�IG�� Jop Truss fuss type y Meadowood Avalon-Adean J2 Jack -Open 2 1 Job Referenre (optional) 5WIhsrn INSS. FL Rene, FL, 34951 XUn:&MUa OC121201tlM tl.2 5 UQ Ll ZUle MII eN InaUBMW, 1n6 Inu rep /lUR0:l92Uly rl el ID:25Ys94?Wnii2g5MnodCoyODm-TazPuujEu4s_8f5gKxsgOBONvFRmBSEWJN2odb yU -2-0-0 2-0-0 2-0-0 2Z 14-2 2-0-0 1-4-0 I 0-8-0 Plate Offsets MY)— 12:0-3-7,0-041 f6:D-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 4-5 >999 240 MT20 2441190 - TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.03 3 nla .nla BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechaniral,4=Mechanica65=0-8-0 (min.O-1-8) Max Hmz5=91(LC 8) Max Up1ift3=46(LC 1), 4=253(LC 1), 5=227(LC 8) Max Gmv3=32(LC 4), 4=105(LC 8), 5=622(LC 1) FORCES. (lb) - Max CompJMax Ten. - All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 24)-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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; Encl., 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 pat bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46lb uplift at joint 3, 253 lb uplift atjolnt4 and 2271b uplift at)olnl 5. LOAD CASE(S) Standard N PE 7 051 -)3 A ��iO�c�s o MW nlss yp8 y Meadm d AwalomArtiaan J3 Jadx- en 8 I Job Reference (optional) Southern Truss, Ft Pierce, FL, UR51 &0-0 Plate Offsets (X Y)— f2'0-1-7 0-141 15:D-2-30-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES NB 0.00 Horz(CT) 0.00 2 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 16 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,2-0-8-0 (rnm.(l-1-8),4=Mechanical Max Hom2=146(LC 8) Max Upl'dt3=87(LC 8), 2=130(LC 8) Max Gmv3=90(LC 13), 2=328(LC 1), 4= 46(LC 3) FORCES. (lb) - Max ComplMax Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=16f; Cat 11; Exp C; Part End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DCL=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 nonconcunent 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 87 lb uplift at joint 3 and 130 lb uplift at joint 2. LOAD CASE(S) Standard M- 8<F/q/�'//i ��� _\GENS+�` PE 76051 A ; �\� RID �� ////SO�VAL\ �� Joe cuss truss type Qty Meadom Avalon-M.n AJark� 1ply pen 7 1 Jab Reference o tional bo rn I m58, rr. Merw, ru., aaaar I n;.'... .." 1U1. O...WY 5.."'[IOMIICR InYYNIC3, 111G, :LI 1 BO, ID:25Ys9447kmmi2g5MnodCoyODm-Py5AJZkU0i6hNzEDRMu85c5jl2Buf?komhXvhtM;S LOADING(psf) SPACING- 24)-0 CSL DEFL in (lac) VdeB Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.04 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight 21 lb FT = 20 LUMBER. BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural woad sheathing directly applied or 4-9-0 oc pudins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or W-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0.8-0 (min. 0.1-8), 4=Mechanical Max Horz2=158(LC 8) Max Uplfft3=96(LC 8), 2=114(LC 8) Max Grav3=131(LC 1), 2=387(LC 1), 4=65(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-seccnd gust) Vasd=124mph; TCDL=S.opst BCDL=5.Opsh, h=161k Cat II; Fxp C; End., GCpi=0.18; MWFRS (envelope); Lumber DDL=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 nonconcumenl with any other live loads. 4) Refer to girder(s) for truss to truss cormections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96It, uplift at joint 3 and 114lb uplift at joint 2. LOAD CASE(S) Standard �i PE 7�051 d ; �l y ��io�Fd' �� RID \����� Job, Iruss - MSS lype Meadmvood Avalon-Anisaa J4G JLny JVJY Jack -Open Girder 1 1 Job Reference o Oonal SouNam TNss, FL Po , FL. 34951 rtun:e.awa you ae,o rank o— e..,. I, ..,o,., . ,,,� ID:25Ys9447kmmi2g5MnoriCoyODm-t9FYWvIBB7EY77pP74ONepepJST7(Ye7H5Evan R Dead Load Del. -1/e in 4,4 = 4-9-0 4-9-0 Plate Offsets (XYl— 11:0-0-0 0-151 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0A0 3-6 >563 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.19 3-6 >303 180 BCLL 0.0 Rep Stress Ina NO wS 0.00 Horz(CT) 0.02 1 n/a n1a BCDL 10.0 Code FSC2017/TP12014 Matrix -MP Weight 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purilns. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=048-0 (min. 0-1-8), 2=Mechanical, 3=Mechanical Max Horz 1=117(LC 8) Max Uplift1=135(LC 0), 2=115(LC 8). 3=92(LC 8) Max Gmvl=545(LC 1), 2=188(LC 1), 3=372(LC 1) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250(Ib) orless except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=S.OpsF, h=16ft; Cat It; 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 loads. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135lb uplift at joint 1, 1151b uplift at joint 2 and 92lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 342 lb down and 111 lb up at 1.4.12, and 342 lb down and 110 lb up at 3-412 on bottom chord. The design/selec0on 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 Incmase=1.25 Uniform Loads (pit) Vert 1-2=70, 3-4=20 Concentrated Loads (Ib) Vert: 7=342(B) 8=342(1!3) �i PE 7�osl a 1 v 7_13 t 'TA�ig� �io�cc RID ////SSONAII�NG�\�� �O o • mes russ iype Meado"od Avalon -Artisan JS Jack -Open 22 1 Job Reference o Gonal Bauman puss. rr. Hate. r�., uasst Kun: a.4ua um, uia rML O.ZJ SV 41 Lulo m im inu=uiC. tr.G' uu'a - ticl ID:25Ys944?Innmi2g5MnoriCOyODm-t91Y Wvl6B?EY77pP74QNepeuuSXfOSy?LHSEwuIZyR LOAOING(psf) SPACING- 2-0-0 CST. DEFL. in (lot) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight. 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3--Mechanical, 2=0-8-0 (min. 0-1-8),4=1VIechanical Max Horz2=165(LC 8) Max UplM1 l02(LC B), 2=-115(LC 8) Max Grav3=140(LC 1), 2=397(LC 1), 4=90(LC 3) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250(lb) orless except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsfi BCDL=5.Opsf, h=16R, Cat. It: Exp C; End., GCpi=0.18; MWFRS (ewelope); Lumber DOL=1.60 plate grip DOL=1.60 2) At plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live Toads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 115 lb uplift at joint 2. LOAD CASE(S) Standard \\\\\\\\�!MI B_�/ li PE 75051 A b 1 WA V14-110qt a mss ruse ype y Mmdowood Avalpn-ArBsan J5E Half Kp Supposed 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8230 s OU 21 2ma PdnC 6.230 s OU 212019 M7ek Industries. Ise Thu Feb 71035:23 2019 Pa e 1 ID25Ys9447kmmi2g5MnodCoyODm-LLDwkFmkyJMPcHOc2nxrA1B3gsvW7vg5D700mNz yO -2-0-0 4-0.8 5 I ' 2-0-0 I 4-0-8 I 0. LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC20177IPI2014 CS]. DEFL. in (loc) I/deft Ud TC 0.32 Vert(LL) -0.00 1 Nr 120 BC 0.08 Vert(CT) -0.03 1 Nr 90 WB 0.04 Horz(CT) 0.00 6 nfa No Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 6=5-M (min. 0-1-8). 2=5-D-0 (min. 0-1-8), 7=5-0-0 (min. 0-1-8) Max Hom2=145(LC 8) Max Upfift6=35(LC 4), 2=90(1-C 8), 7=86(LC 8) Max Grav6=72(LC 1), 2=322(LC 1), 7=187(LC 1) FORCES. (lb) - Max CompJMax Ten. -All forces 250(Ib) or less except when shown. PLATES GRIP MT20 244I190 Weight 27 lb FT=20% Structural wood sheathing directly applied or 5-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 1 D-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=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 3) Truss designed for wind loads in the plane of the truss only. Forstuds exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI7IPI 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 psi bottom chord live load noncencurent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 It, uplift at joint 6, 90 It, uplift at joint 2 and 86 lb uplift at joint 7. LOAD CASE(S) Standard 1! PE 7pG51 A 7STA7ig� I ID Jolf Fruss rMss rype Meadawopd Avalon -Artisan J6E Hatt Hip Supported 1 1 Job Reference p tional SouNem Truss, FL Me . FL, UMI 3x4 = 2a4 II 1v4 II 5 6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in hoc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.03 1 n/r 90 BCLL 0.0 Rep Stress Inv YES WB 0.03 Horz(CT) 0.00 7 We We BCDL 10.0 Code FBC2017(rP12014 MabixS Weight 30 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc pudins, except BOT CHORD 2x4 SP No.2 end vertices. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-6i14. 6b) - Max Horz2=145(LC 8) Max Uplift All uplift 100 lb or less at joints) 7, 6, 9 except 2=104(LC 4) Max Grav All reactions 250 lb or less eljoint(s) 7, 8,9 except 2=316(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Al] forces 250 61b) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-10; Vufl=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Fxp C; Encl., 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 ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psr bottom chord live load nonconcurent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except at --lb) 2=104. 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard f! PE 7s051• A ; �` r�IIQ� �� a�Fs.<RN s/ill0MAt >63 0 ' IrUss I Was I ype Meadow AwalorvArll. Jr JACK-0PEN 10 1 Job Reference (optional). 9outhem Truss, FL Plena, R.3 951 nun: a.w a .an zma M o.eos Wa c. .... is can eynn ID:25Ys9447kmmi2g5MnoriCoyODm.HkLg8xn7eamsmeaCz4FSGICfUSau.pkOhJV7gFzn yO 2-6-0 7-0-0 7-0-0 ' Dead Load Defl. =118 in LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 4-9 >650 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -024 4-9 >345 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017RP12014 Matrix -MP Weight 28 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SPNo.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanlcal, 2=D-8-0 (min. 0-1-8), 4=Mechaniml Max Horz2=215(LC 8) Max Uplir0=149(LC 8), 2=128(LC 8) Max Gmv3=207(LC 1), 2=478(LC 1), 4=131(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 0b) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=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 psr bottom chord live load nommncurrent 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 100lb uplift at)olnt(s) except 0t=1b) 3=149. 2=128. LOAD CASE(S) Standard M� i \,`CEfys��`�� i �r PE 7¢051 A \ \ //Ili) /0NAII IEv� �\�L jou Truss I rues Type Meadmvoud AvalamAnisan J42 jCnyY JACK-0PEN 1 7 Job Reference o Bonal JWNPR, nun:o.[aos 4? m imrmn rlC0 awuwrvn�..m ���,.......,......... .......... ....-...-..--... ...n... ID:25Ys94471anmi2g5MnedCcyODrx-Iwu2MHodFEk Tk7AEwUJofpZl3vzJGzXvrzFgNlrzn2yN M2-0-0 4-2-8 ' 4-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(LL) -0.01 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.03 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 me nla BCDL 10.0 Code FBC2017/TPI2014 Matra -MP Weight 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc pudlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,2=0-B-0 (min.0-1-8),4=1VIechanical Max Horz2=145(LC 8) Max UpUMfl 83(LC 8), 2=111(LC 8) Max Grav3=112(LC 1). 2=367(LC 1), 4=73(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul"- 60mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.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 othervdse indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vrith 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 100 lb uplift at joint(s) 3 except at -lb) 2=111. LOAD CASE(S) Standard \\� ���P �CE/v b•`�` L/ (� PE 7�051 A ; A / //l//ss ONA I'ENG� �\\ iom Truss Inuss Type Qty Meadbaood Avalon -Artisan AB Jed(-0pen jPly 2 1 Job Reference (optional) eba(nem flue, FL Flem FL, 34951 mn: o.TJU a w zl zuib Fmc B.LN s um [l zu1e MI I eK IMUSMM. m6 I col ree / IU:LbLb LUIU r'a e 1 ID:25Ys9447kmm12g5MnoriCoyODm-hvu2MHodFEk_Tk7AEwUJofpzI 3uCJGzJW2FgN yN -2-0-0 441-0 ' 2-0-0 i 4 u 4-80 Plate Offsets MY)— 12:037 0-0-01 (5b-2-0 0-D-81 LOADING(psI) SPACING- 2-0-0 CSI. DEFL in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(LL) -0.02 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CI) -0.04 4-9 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrb(-MP Weight 21 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3--Mechanical. 2=D-8-0 (min. (3-1-8), 4=Mechanical Max Horz2=156(LC 8) Max UpIlf13=94(LC 8), 2=114(LC 8) Max Gmv3=128(LC 1), 2=384(LC 1), 4=83(LC 3) FORCES. (lb) - Max CompJMax Ten. -Al forces 250 (Ib) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.OpsF, h=1Mc Cat II; Exp C; End., GCpi=O.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 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) 3 except Qt--lb) 2=114. LOAD CASE(S) Standard \\\\\\\NIM1 �/q/'/, �\\���p` PE 7¢051 A `STA'g� 1 — 1 RID N; ONA �ENG?�\\\� F� n Jos- ruse Nee lype ly Meada od Avalan-Artsan J48G Jadc-0pen Girder 2 1 Job Reference (optional) aWlal¢rn I toss , YL Pierce. FL, 34951 Us II nun:x us uan zuierrmausa auazr mramuexinaueurneo a. mu rev r ,¢z>mr zma ID:25Ys944?kmrri2g5MnariCoyODm-E6SRZdpF?YsrSuiNod?YKtLaAT7s2jDh8d_ ra yM LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES TCLL 20.0 Plate Grip DOL U6 TC 1.00 Vert(LL) 0.12 3-6 >458 240 MT20 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.22 3-6 >247 180 I BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.03 1 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 16lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. SOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=1VIechanical, 3=Mechanical,1=0-8.0 (min. 0-1-8) Max Horz1=115(LC 8) Max Upli112=122(LC 8). 3=99(LC 8), 1=258(LC 8) Max Gmv2=230(LC 1), 3=385(LC 1). 1=941(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All fours 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=5.Opsf,, BCDL=5.Opsh h=16R, Cat I I; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Al plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift at joint(s) 3 except at -lb) 2=122, 1=258. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 649 Ib down and 212 lb up at D-8.12, and 492lb down and 148 lb up at 2-8-12 on bottom chord. The design/selectlon 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 Uniform Loads (pit) Vert 1-2=70, 34=20 Concentrated Loads (lb) Vert: 6=649(B) 7=-492(F) Dead Load Defl. = 118 in GRIP 2441190 FT = 20% eD I mss ruse ype y Meatlawood A.I.-MannK1 Common 1 i Job Reference o tional -JOYNGm I Nag, rL H., rU, [Haal Sx4 6 4x6 MT20HS I I Rml: 4x4 = 2 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Ildell Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(L-) -0.18 5 >744 240 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.43 5 >318 180 BCLL 0.0 Rep Stress Ina YES WB 0.04 HOR(CT) 0.00 4 me n1a BCDL 10.0 Code FBC20171TP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except! W2:2x4 SP No.3 REACTIONS. (size) 6--Mechanical, 4=Mechanical Max Horz6=57(LC 5) Max Upli06=128(LC 8), 4=128(LC 9) Max Gmv6=512(LC 1), 4=512(LC 1) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 On) or less except when shown. TOP CHORD 1-2=3811133, 2-3=3811133,1-6=-3711150, 3-4=371/150 Dead Load Den. = 1141n 4 4x6 MT20HS II PLATES GRIP PAT20 2441190 MT20HS 1871143 Weight 50 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 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) Vasd=124mph; TCDL=5.0psh BCDL=5.0psf; h=16fk CaL 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100In uplift atjoint(s) except at -lb) 6=128, 4=128. LOAD CASE(S) Standard PE 76051 A \ IFA f RID ���\ /Ili; sOVAj�ilp\\\\\ �( Joe rues Inuss type y Meadowood Avalan-Anisan K2 Common 1 1 Job Reference o tional saumem I Wes • FL Plerw, FL, 34951 rmn' erau a va n tme rnnc e.ceu a E a ea,o m"mx nwm..--' c y , ID25Y59447kmmi2g5MnodCoyODrx-AVaB_JgVX96ZLCsM20O1RyCHg l Wdv_uTKzOmZyK -2-0-0 5-10-0 I,-"1341-0 ' 24}0 I 5-10-0 1 5-10-0 1 241-0 4x4 = 8 1x4 II 3X5 = 3x5 = 5-10OO 1 11-&0 ' 5-10-0 5-1 D-0 - Dead Load Dell. = U16In Plate Offsets (X Y)— 12:0-1-5 0-1-81 14.0.15 0-1-81 16•Edpe 0-1A1 19:0-2-3 D-0-81 111:D-2-3 0.0-81 LOADING(psf) SPACING- 2-0.0 CS]. DEFL in Doc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) -0.14 7 >953 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.34 7 >400 180 BCLL 0.0 Rep Stress Inv YES WB 0.05 Horz(CT) 0.00 6 n/a We BCDL 10.0 Code FBC2017rrP12014 Matrix -MR Weight 63lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.2'ExcepY BOT CHORD W2: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 6=Mechanical Max HoaB=79(LC 7) Max Uplift8=194(LC 8), 6=194(1-C 9) Max Gnw8=667(LC 1), 6=667(LC 1) FORCES. (b) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=365/143, 3-4=365/143, 2-8=544/226, 4-6=544/226 Structural wood sheathing directly applied or 6-0-0 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; VuIr160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsh h=16ft; Cat II; Exp C; Encl., GCpi=D.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) except (t=lb) 8=194. 6=194. LOAD CASE(S) Standard M.8��//q/,�//i 1! PE 70051 e A i/Ili; SSONAI �EN\�q jou I fuss I ype Oty Ply Meadowuod Avalar-Artisan K3E GABLE 1 1 Jab Reference (optional) _ SauMem Truss, Ft Perm, FL, 34951 I 4x4 = 5-10-0 11-8-0 5-10-0 I 510-0 4 1 II i Plate Offsets MYl— f15:0-2-3,0-0-81. 117:0-2-3,D.0-81 LOADING(psQ SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ved(LL) 0.03 6-21 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.34 Vert(CT) -0.05 6-21 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.10 Horz(CT) 0.01 4 We n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS Weight 621b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 4=0-8-0 (min. 0-1-8) Max Horz2=79(LC 7) Max UpIM2=206(LC 8).4=206(LC 9) Max Grav2=670(LC 1), 4=670(LC 1) FORCES. Cis) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6551163, 3-0=655(163 BOTCHORD 2-6=-631602,4-6=-631502 WEBS 3-6=MS3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid calling 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=S.Opsf; BCDL=S.Opsf, h=16ft; Cat II; Exp C; Encl., 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 ANSlrrPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psi bottom chord live load nonoonounent 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 (jt=lb) 2=206. 4=206. LOAD CASE(S) Standard //ii PE 7¢Q51. A Joe 1russ Imss Type Ury ply Mardo Avalon-Maan MV2 valley 1 1 Job Reference (optional) Southern This,, FL PieRe, FL. 34951 2x4 6 Run: 6230 s Os121 2018 flint 8.230 s Oct 212019 MITek Indusbkas. InF Thu Feb 710:25:302019 Fate 1 ID:25Ys9449kmmi2g5MnodCoyODmo- h8ZCer7rrE0yLRyT[ZFyVzKEgJuF4z7gbDtW'fznZyI LOADING(psf) SPACING- 2-0-0 est. DEFL in One) gde0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ved(LL) n1a - We 999 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n1a - We 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 2 rda n1a ' BCOL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=240-0 (min. 0-1-6), 2=2-0-e (min. 0-1-8), 3=2-0-0 (min. 0-1-8) Malt Horz1=35(LC 8) Max Upliftt=12(LC 8), 2=36(LC 8) Max Grav1=62(LC 1), 2=48(LC 1), 3=28(LC 3) FORCES. (lb) - Max. CompJMax Ten. -All forces 250 (Ib) or less except when shaven. PLATES GRIP MT20 244/190 Weight 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.0psf; 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 cast bottom chord live load nonconcument with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1, 2. LOAD CASE(S) Standard (� PE 70051 e ; RID a mss toss ypa y Meadowood Avalon -Artisan MV4 VALLEY 1 1 Job Reference o banal 3oulhem Tnns, FL Pierm,FL, 34951 Hun: e.330ea 91 zmerru¢evuewua,omu en nmuaum,ina , ge, ID:25Ys9447kmmi2g5MnorlCoyODm-BfaP_sm3mMHaV781T4 WjW Mu4e5_XDH3FyR2vzn2yl -2-M 2-0-0 ' 2-0-0 1 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 15.0 Lumber DOL I 1.25 BC 0.10 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrixo-R 2x4 II 2x4 II DEFL in Coo) Vdefl Ud PLATES GRIP Vert(LL) 0.02 1 n/r 120 MT20 244/190 Vert(CT) -0.01 1 nlr 120 Hom(CT) -0.00 4 nla n/a Weight 1311b FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=2-0-0 (min. 0-1-8),4=2-0-0 (min. 0-1-8) Max Horz5=87(LC 8) Max Uplift5=101(LC 8), 4=23(LC 1) Max Gmv5=332(LC 1), 4=33(LC 4) FORCES. Cb) - Max. CompJMac. Ten. - Al forces 250 (Ib) or less except when shown. TOP CHORD 2-5=290/116 Structural wood sheathing directly applied or 2-0-0 cc pudins, except end verticals. Rigid calling directly applied or 6-" cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Ops ,, h=16ft; Cat. II; Exp C; Encl., 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 nonconcunent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oint(s) 4 except Qt=lb) 5=101. LOAD CASE(S) Standard PE 7fiO51 a ; /////S 01VAL G \\\\\ qq d� o Truss loss YPe Meaeowood Avalo ArUM MV6 Valley 1 1 Jab Reference (optional) aaumem Woos, rc Warta, r�...wam ID:25Ys9441kmmi2g5MnarlCoyODnc-a4GKcKtOg4Ue ImAbjiw3XeU_7j_SOlvi_a yH -2-a0 2-0-0 2-0q 5 4 2x4 11 2x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.02 1 nfr 120 TCDL 15.0 Lumber DOL I 1.25 BC 0.12 I Vert(CT) -0.02 1 nrr 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 nra nla BCDL 10.0 Code FBC2017rrP12014 Matrbc-R LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=2-D-0 (min. 0.1-8),4=2-0-0 (min. 0-1.8) Max Hmz5=87(LC 8) Max UpIM5=58(LC 4), 4=-67(LC 8) Max Grav5=332(LC 1).4=17(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -AII forces 260 (lb) or less except when shown. TOP CHORD 2-5=300198 PLATES GRIP MT20 244/190 Weight 18lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=1 K Cat II; Exp C; End., GCpl=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 psi bottom chord live load nonconcunent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Jolnt(s) 5, 4. LOAD CASE(S) Standard f! PE 70 a `. o mss Inuss Meadawoad Avalon-Attsan V4 Valley1 jUty jFly 1 Joh Reference (DiAbonall, swutem nose, ri Plerce,FL. a4ssr ID:25Ys9441lanmi2g5MnorlCoyODm-a4GKcKtOg4U8CfaKbZ; Z3 UzMj_SOlvi_aLznaZyH 2-0-0 F 4-0-0 ' 2410 2-0-0 3x4 = 2 2x4 O 2x4 1 LOADING44 SPACING- 2-0-0 CSI. DEFL in (loc) Ude6 Ltd I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ve 1(U nta - nta 999 MT20 244f190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - nta 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 3 nfa Na BCDL 10.0 Code FBC2017fl-P12014 Matrix-P Weight 11 lb FT= 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1= 4-0-0 (min. U-1-8), 3=4-0-0 (min. 0-1-8) Max Hoa 1=14(LC 6) Max Upli tl=34(LC 8), 3=J4(LC 9) Max Gmv1=124(LC 1), 3=124(LC 1) FORCES. Qb) - Max CcmpJMax Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 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 100 lb uplift atjoint(s)1, 3. LOAD CASE(S) Standard N\$N\ Z� 0j i Q i 1! PE 7PQ51 A, D } 'STA RID ////�s o� ICI I1\NG \\\