Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TRUSS PAPERWORK
r I L SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 ' Fax: (772) 318-0015 Jab Number. J1800554 Customer. GHO Homes Name: MW-03 Avalon Spec Address: Lot Meadowood City, ST, LP: Saint Lucie County, FL General Truss Engineering Criteria & Design Loads Building Code and Chapter. Computer Program Used: FBC2017rrP12014 MTek Version: 8.23 Oct 2 Sn'ANNF—® Gravity: Gravity: BY 45.0 psf ROOF TOTAL LOAD N/A t n?nd Building Aufhoslty. 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County No. Date Truss 1D# 1 1129118 Al 2 1129/18 A2 3 11/29/18 A3 4 1129118 A4 5 1129/18 AS 6 1129MB A6 7 11/29/18 A7 8 1129/18 AB 9 1129/18 A9 10 1129118 A10 11 1129/18 All 12 11/29118 Al2 13 1129/18 A13 14 1129118 A14 15 1129/18 A 16 1129118 At6 17 1129118 A17 18 1129118 A18 19 1129118 A19 20 1129118 A20 21 11129/18 B1 22 1129118 B2 23 1129118 B3 24 1129/18 B4 25 1129'12 BS 26 1129118 B6 27 1129/18 C1 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 da erIL. \(v' w O PY � Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 RECEI 2590 N. Kings Highway Fort Pierce, FL U951 FEB I Q 719 iT, i,UGle Eeun€yr Nrmilitno No. Date Truss ID# 28 1129118 C2 29 1129118 C3 30 1129118 C4 31 1129118 C5 32 1129/18 CJ5 33 lI29118 CJ42 34 N29/18 D1 35 1129/18 D2 36 1129/18 D3 37 1129/18 04 38 11129/18 D5 39 1129118 D6 40 1129118 D7 41 11/29118 DS 42 1129/18 D9 43 1129/18 D10 44 1129118 D11 45 1129/18 E1 46 1129/18 E2 47 1129/18 E2E 48 1129/18 E3 49 1129/18 E4 50 1129/18 H1 51 1129118 H2 52 1129118 H3 53 ;129118 H3E 54 -11/29118 H4G No. Date Truss ID# 55 1129/18 J1 se 729T8 J2 57 1129118 J3 58 1129T8 7 59 1129/18 J4G 60 1129/18 J5 61 1129118 JSE 62 1129118 J5G 63 1129118 AE 64 1129/18 J7 65 1129118 J42 66 1129118 MV2 67 1129/18 MV4 Page 1 of Job Truss Inns lype y AVALON-AMERICANA-GR Al Roof Special 1 1 Job Reference (optional) soumem I ruse, FL Pierce, PL. 34ee1 flan: a.23ue OG 21 Isle Pnnt e.TJO 6 Oct 212013 MITek industries, Inc Tau Nov 009:0=1 W18 Parr ID25Ys9447kmmi2g5MnorlCoyODrx-BmPPYuCIHJy17bYmXLAgCevjlAl N77gYj7AgUMyENzW '-2-0.01 59.15 11-9-12 12 11" 2-0-0S&15 5.11-13 -016]1 q^ ^ 6.00 12 e SxB G US US 8 3x6 O 5 W 3x54 4 3 2x4 II 2 w - 1 1 27 26 25 23 21 20 18 18 4z5 2x4 II NOP2X SfP= 3x6 = = = 4z4 II Sxfi = 3xl2 4x7= 4x5= Sx5 = Dead Load DO. 43116 in 3x5 1 10 3x6 11 2x4 // n 12 d 0 w 12 1 NOM STP= sBt - 2x411 123 14 I64 1g 17 16 15 5xB WB= 3x5 = 45 = Plate Offsets (X,Y)— 16:0.2-13,0-2-e], ' 130:0-2-3,0-1-01 [9:0-2-B4O-2-4], [16:D-D-0.0-1-12],[17:0-1-12,0-3-01,122:DS4,0-2-6), [23:0-2.8,03-0], (24:0.2.O,Edge], [26:D-2-0,0-0-8], [28:0-2-3,D-1-01, LOADING(pso SPACING- 2-0-0 CSI. DEFL in Qoc) 8de0 Ud PLATES GRIP TCLL 20.0 Plata 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) -0.27 15-17 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.78 Horz(CT) 0.05 13 n1a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MS Weight 2901b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except• BOT CHORD B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 13=0-8-0 (min. 0-1-11),23=0-8-0 (min. 0.3-8) Max Hom23=224(LC 7) Max Uplift13=477(LC 9), 23=763(LC 8) Max Gmvl3=1452(LC 18), 23=2977(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -Al forces 250 (lb) or less except when shown. TOP CHORD 2J=3041876, 34=50511363, 4-5=487I1489, 5-6=575/1745, 6-7=6VJ374, 7-8=434/309, 8-9=5101352, 9-10=13361590, 10.11=1962(749, 11-12=-20581723, 12-13=225WV BOT CHORD 2-27=-696/358, 26-27=6961358, 5.24=2471461, 2324=1319/658, 22-23=910/675, 6.22=7W288, 19-20=-85B/651,18-19=-85B/651, 17-18=01851, 16-17=251/1414, 15-16=251/1414,13-15=-50511924 WEBS 3.27=173/288, 3-24=-6711319, 7-18=2811124, 9.18=8051319, 9-17=3111838, 10-17>7161424, 10-15=214/599, 12-15=-379(290, 5-23=5621250, 6-23=2728f705, 6-18=-373I1579 Structural wood sheathing directly applied a 3-0-12 oc puriins. Rigid ceiling directly applied or5-9-15 oc bracing. Except: 2-2-0 oc bracing: 24-26 6-0-0 oc bracing: 20-22 1 Row at midpt 7-10. 9.18. 6-23 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=S.Opsh, BCDL=5.OpsF h=161k 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 nonconcurrent 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, GENSF.`�� t V PE 76051 k LOAD CASE(S) Standard fl 1` STATE 0 ZSI� job 5a I NSS lype y AVALOWAMERICAH R A2 Roof special 1 1 Job Reference (optional) J anan 1.. IL YMJ®,rL, J6 l mn:aaws V ,l iaY v.L sumzizula mneRmauaala. mC mu Noyxvwu7:uz Jule Ya el ID25Ys94471anmi2g5MnodCoyODrx-fyuIIEGW2d4 C17y42hvkwSgJeNcCORumwOOpMV F2-0-0 5S.35 I o V 1=112 i 46470 -4-014s1 -0 I 47Wit 6&0 6.00 12 Us G US 6 T 3x6 4 5 3x5 G 4 3 2x4 II 2 27 26 25 21 23 20 4x5 = 2M II NOM STP= 4x4 11 5A = bx7 = 4,5 = 5x5 = Sx5 = Dead Load Defl. - 3116 in 5x10 MT20HS= 7 5x7 = 51� 8 3x5 C 10 US 11 2M // 4 zi? 12 N 13 1 NOP2X STP= - 2x4 II 13 To ]o 6 15 14 19 3x12= 3x6 = 3x5 = 3x6 = 3x5 = .415 = 12J 0 as 6-S1a 11.5-0 11dD 2a4-0 242-13 98112 bld-0 � SS15 I 57-1 a S1-0 l i-0a13 I St•16 .I BSi a4-0 asa Plate Offsets (X,Y)- [6:0-2-13,0-2-8], [8:OSO,Edge], [9:OhA,O-24], (19:0-5-12,0.1A], [22:0-3-0,0.2-12], [23:0.2-8,0.3-0], [24:0-2-0,Edge], [26:0-2-0,0.0-8], [28:0-2-3,0-1-0], f30:0-2-3,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.20 19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CI) -0.37 17-19 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.92 Horz(CT) 0.05 13 Na Na BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 290 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No.2'Excepr BOT CHORD B2:2x4 SP No.3 WEBS 2x4 SP No.3 'Except' W7: 2x4 SP No.2 WEBS OTHERS ZA SP No.3 REACTIONS. (size) 13=0.8-0 (min. 0.1-11),23=0-8-0 (min.038) Max Horz23=224(LC 7) Max Upl1ft13=477(LC 9), 23=783(LC 8) Max Gravl3=1452(LC 18), 23=2977(LC 1) FORCES. (Ib)-Max. CompJMax. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2.9=3041877, 3-0=50511363, 45=-487/1488, 5-6=57511744, 6-7=-610/373, 7-B=301/194, 8-9=-549/325, 9-10=13241551, 10-11=1965p41, 11-12=-2054/719, 12-13=22517717 BOT CHORD 2-27=-696)359, 26-27=6961359, 5-24=2471462, 23-24=i318/657, 22-23=910/675, 6-22=-801298,19-20=858/652,18-19=57I1049,17-18=57/1049, 16-17=27811475, 15-16=278H475,13.15=500MSIB WEBS 3-27=173/289, 3-24=6711319,19-32=3111137, 7,32=3111136, 9-19=-852/335, 9-17=203/677, 10.17=-626/345, 10.15-189/554,12-15=3602,76, 5-23=570253, (3-23=27281705, 6.19>37811588 Structural wood sheathing directly applied. Rigid ceiling directly applied or 59-6 oc bracing. Except 2-2-0 oc bracing: 24-26 6-0-0 oc bracing: 20-22 1 Raw at midpt 7.19, 9-19, 6-23 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.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 othenvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconartent 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 (jt=lb)13=477, 23=783. LOAD CASE(S) Standard PN IV, tit PE7 IJ`� �* 1 IL 11 1 p� zzSlfs 7��� 2 Nss Inuss type y AVALON-AMERICANA-OR A3 Roof5pedal 1 1 Jab Reference o 'onal southern Truss. FL Farce, FL., M951 Run: 8230 s Ou121201a PMt 8.2305 OG 21 2016 M,1eN ln4ueahea, Inc Thu Nov 29 08.01:032018 Pa 1 ID:25Ys9447kmmi2g5MnorlCoyODrx-78X9zaDYpwCBMvi9eIC8H7173JaxtwAO&YFy=U 2-05915 Si 681 I M-1 a15 "1 -0 X71V 2 1 4 I Sx5 = 6.on 12 w u 17 •- ,o ,a ,a 3x5 = 2x4 II NOP2X STP= 3x9 = 3x6 — 3,8 = 4x5 = 4x411 Sx6 = 5,4 = - oe-a osa Dead lead Dell. = 3116 In Plate Offsets (X,Y)- [6:0-2-9.0-2-81, 124:0-23,0-1-01 [9:0-2-8,0-24], [11:0-54,Edgej, [12:0-1-12,D-2-0], [15:04-0,0-1.B], [18:OS4,U-a121, [19:0-2-0,0 3-0], [20:0-2-D,Edge], [22:0-2-0,0-0-e), LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -020 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.4212-13 >784 180 BCLL 0.0 Rep Stress Ina YES WB 0.87 Hom(CT) -0.04 30 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 270 lb FT=20% LUMBER- BRACING - TOR CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 92: 2x4 SP No-3 BOT CHORD WEBS 2x4 SP No.3 *Except* W13:2x4 SP No.2 OTFIER9 2x4 SP Nu.3'Exwpl' WEBS BL1: 2x6 SP No.2 REACTIONS. (size) 19=0-8-0 (min. 0-3-5), 30=Mechanical Max Horz 19=321(LC 8) Max Up1ih19=758(1-C 8), 30=307(1-C 9) Max Gmvl9=2787(LC 1), 30=984(LC 18) FORCES. 0b) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=3041876, 34=50511363, 45=-487/1489, 5-6=574/1746, 6-7= 425/297, 7-a=-453/280, 8-9=7571374, 9-10=933/369,12-26=1941782, 11-26=194f782 BOT CHORD 2-23=-695/358, 22-23=6951358, 620=2421465,19-20=1319/658, 18-19=931/552, 6-18=52J298,15-16=8781533, 14-15=135/708,13-14-135/708, 12-13=2391756 WEBS 3-23=173/288, 6-15=36511409, 7-15-3381132, 8-15=-6941359,10-12=-907J307, 519=563242, 6-19=2556/656, 3-20=672/320, 1130=12B4/413 Structural wood sheathing directly applied or 59.4 oc pudins, except end verticals. Rigid ceiling directly applied or 541-14 oc bracing. Except: 2-2-0 oc bracing: 2D-22 6-0-0 oc bracing: 16-18 1 Row at midpi 7-16. 8-15, 6-19 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=168; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=7.60 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 nonconcurtenl with any other live loads. 6) Referto 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 (j --Ib) 19=758, LOAD CASE(S) Standard 4Z� � '\XCEN,3'NSTATE ON PE t t ORIDP����� N 70NA I 0 Jou Iruss lype AVALON-AMFJfiCANA-Gil Al RodSpecial 1 1 Job Reference o tlonal , .—. 11111 11,.wao, W1n: 2tl.zu a .a n wLine m, lex Inaustnm Inm I nu N" 29 001:04201a PgID:2Ys944?kmmi2g5Mn.00oyODx-bzLSYAWEBBEK23HLCTINgDXAcO36gJv_P4PUShNT 1-0I 123iL= 21S1 -01 3S1" 3950 SS1 4-0e 1 6-7- 1 Is.e . 3x5 = 6.00 1z 5xB G 3x6 ibxii G 6 T 5 3x4 G 4 3 W 27 26 28 23 21 20 ZA It NOP2X STP= 4x4 II 5,6 = Sx5 = 5,5 = Dead Load Den. - 3116 in 2x4 11 4 5x7 = Us = 9 1DA14 = = 1 L D� 6 p 4 19 18 17 16 4x5 = 4x8 = 3x6 — 3x8 = 2x4 II 5x8 = dx7 = 6x4 = 4x5 = 125-0 IIA" 6&111de 1&f 11 19A0 Zld-0 30e-0 3&11-B 9950 6&165 1 0.fb� 690 1 BI-0 1�3J-0 1 63e 238 1 ' P4O D60 Plate Offsets ()X)- [6:0-2-9,0-2-81. [7:0-2-8,0-2.4L [8:0.2.8,a2.4], [9:0-5-4,0.2-12], [1 LD3-0.0-2-0],[13:D312.03-0], [14:0-2-0.0-2-01, (15:0-2-12.0-2-8]. [22:0-3-0,U-2-BL [23:0-2-0 .0301 [24:0-2-0.Edne1 [26:0-2-0D-0.81 128:0-2-3 D.1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildef L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) -0.16 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Ved(CT) -0.3414-16 >972 180 t BCLL 0.0 Rep Stress Inv YES W8 0.94 HoR(CT) -0.05 34 n/a n1a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Weight:29011b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc puriins, except BOT CHORD Z A SP No.2'ExcapY end verticals. B2,B6,B7: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 537 oc bracing. Except WEBS 2x4 SP No.3 2-2-0 oc bracing: 24-26 OTFIERS 2x4 SP No.3'Except' 6-0-0 oc bracing: 20-22 BL1: 2x6 SP No2 WEBS 1 Row at midpt 7-19. 8-19. 6-23 REACTIONS. (size) 23=0.8-0 (min. 03-5), 34=D-3-8 (min. 0-1-8) Max Hom23=339(1-C 8) Max Upl1123=741(LC 8). 34=308(LC 9) Max Grev23=2787(LC 1), 34=1000(LC 18) FORCES. Qb) - Max CompJMax Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 23=304/877, 3-4=-505/1362, 4-5=d8711467, 5-6=573/1738, 6-7=372/240, 73=295/244, 8.9=11111503, 9-10=9611388, 10-11=-962/390, 11-12=-1159/370, 14-30-430/1006,1330=330/1005 BOT CHORD 2-27=696/359, 26-27=6961359, 5-24=239/461, 23-24=13141655, 22-23=936/498, 19.20--894/481, 18-19=37/457,17-18=37/457, 14-15=2521721 WEBS 3.27=1741288, 324=668/317, 6-19=386/1453, 7.19=3131113, 8-19=735/285, 8-17=-3821902, 9-17=934/461, 15-17=/68/978, 12-15=141267, 5-23=5911267, 6-23=2521/629, 12-14=10751431, 13-34=10431319 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--I60mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsf; h=16ft; CaL 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 othenvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live toad nonconcu ent with any other live loads. 6) Bearing aljoint(s) 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. I \\\1I I I I I I I/// 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (It --lb) 23=741, \ BtZ�/ LOAD CASE(S) Standard �\QQjW�,-�GENS� PE o mss cuss ype y AVALON-AMERICANA-GR AS Roof 6padal 1 1 ' Job Reference o tionel �U—,,'r�.—I ID:25Ys9447Wnmi2g5MnodCoyODm3XewNGFpLYSvcCrXmAEcMQ4MOnOPPpXBekB2d8yDWS -24H1 SS15 12.3-0 17-00 23$0 29d-0 33d-0 11 393a r2=o-o�l fist I 4-so I sao � se-o I 4ao 1�-i-6� 4-sa I ea 3x5 = 2a4 11 517 = 6.00 12 27 26 24 22 21 20 NOP2X STP= 4x4= 04 II 4,7 = 4x7= 4i5= Sx4 = 5x5 = 8 19 18 3x6 = 48 = - 14 17 7s 3x4- 2x4 6k8 = Dead Load Deft. - 1116 in 4x8 = Sx8 = 12 1 qm _ Yyy 35 d W ,�qp 13 ^^ 4x5 = LOADING(pef) SPACING- 2-0-0 CSI. DEFL in Poe) IldeO Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.07 1. >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 I Vert(CT) -0.1517-18 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.72 Hor2(CT) 0.03 35 n/a n/a BCDL 10.0 Code FBC2017frPi2014 Matrix -MS Weight300lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD GOT CHORD 2x4 SP No.2 *Except' B2,B5:.2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except' 131-7: 2x6 SP No2 WEBS REACTIONS. (shoe) 24=0-8-0 (min. 0-3-5), 35=038 (min. 0-1-8) Max Horz24=352(LC 8) Max Uplifl24=710(LC 8), 35=299(LC 9) Max Gmv24-2794(LC 1). 35=1032(LC 18) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Pb) or less except when shown. TOP CHORD 2-3>288/877, 3-0=-440/1361, 4-5=-027/1486, 5-6- 46211727, 6-7=221/310, 748=6591290, 8-9=1561/541, 9-10=12711378, 10-11=11391325, 13-31=222/897, 12-31=222J897 GOT CHORD 2-28�697/359, 27-28=6971359, 5-25=164/455, 24-25=13D9/651, 23-24=9431251, 20-21=911/242, 14-15=26SM97, 13-14=2711934 WEBS 9.15=996/442, 3.28=DI289, 3-25=-663/314, 6-20=279/1575, 7-20=1194/274, 7-18=2321964, 8-18>716/276, 1518=112/634, &15--40211058, 10-15=1201453, 11.13=1151/336, 5-24=623294, 6-24=2472/577, 12-35=1052f306 Structural wood sheathing directly applied or 3-95 cc pudins, except end verticals. Rigid ceiling directly applied or 5-2-0 cc bracing. Except 2-2-0 cc bracing: 25-27 6-0-0 cc bracing: 21-23 1 Row at midpt 7-20. 8-18, 6-24 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--160mph (3second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.OpsF, h=16fl; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load noncencunent with any other live loads. 6) Bearing atjolnt(s) 35 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except et=lb) 24=714\\\ LOAD CASES) Standard \\ �\GENSF.`��ii a 1` STATE ON o `� .` O_RID P 1 ;F N i�/iF/,'%NA-, Df4 11 2 3x5 = 6.00 12 5x8 34 = 4 6 7 4x56 i3ll 27 26 25 23 21 20 2x411 NOP2x SIP= 4x4 11 5x6 = 47 = 5x4 = 4x5 = 2x4 II __ 8 19 18 3x6 = 3x12 = 17 4x4 = 2x6 II 316 = 10 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.17 14-15 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.3714-15 >899 180 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(CT) -0.05 34 n/a n1a BCDL 10.0 Code FBC2017/IP120I4 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP N0.2 *Except' 82,B7: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 -Except' BLi: 2x6 SP No.2 WEBS REACTIONS. (size) 23=0-8-0 (min. 035), 34=0-3-8 (min. 0-1.8) Max Hoa23=328(LC 8) Max UpI11123=771(LC 4), 34=292(LC 9) Max Grav23=2787(LC 1), 34=1030(LC 18) FORCES. (lb) - Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-003/877, 3-0=50611362, 4-5= 488I1487, 5-6=57411737, 6-7=-6091209, 7-8=-571205, 8-9=5711205, 9-10=17011528, 100.11=1350MS, 11-12--1498nB4, 14-30=22BM27, 13-30=226/927 BOT CHORD 2-27=-6971359, 26-27=-6971359, 5-24=2281462, 23-24=13141653, 22-23=9111399, 6-22=0/336, 19-20=863/382,18-19=158/824, 17-18=l58fB24, 10-15=9901410, 14.15=315/1 B46 WEBS 3-27=173289, 3-24=-667/315, 6-19=-477N542, 0-19=-460259. 9-19=587/161, 15-17=114f760, 9-15=-372/1041,12-15=94/617,12-14=1228n86, 5-23= 6121282, 6-23=2531f726, 13-34=10521300 Dead Load De/L - 3I161n Us = Sx8 = 13 134 1 14 4x5 = PLATES GRIP MT20 244/190 Weight: 277 lb FT=20% Structural wood sheathing directly applied or 3-9-10 oc puriins, except end verticals. Rigid ceiling directly applied or 5-8-3 oc bracing. Except: 2.2-0 oc bracing: 24.26 6-0-0 oc bracing: 20-22 1 Row at midpt 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=5.Opst h=16ft; Cat li; Fxp 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 pal bottom chord live load nonconowmant with any other live loads. 6) Bearing aljoint(s) 34 considers parallel to grain value using ANSUTPI I angle to grain formula. Building designer should verify capacity of bearing surface. \\ NI . B 7) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 100 lb uplift at joint(s) except 01=-Ib) 23=77�\ \P,N� 34=292. LOAD CASE(S) Standard j *,, I STATE0 O truss Iype AVALON-AMMICANA6R A7 Roof Sjumal 1 1 Job Reference IoptionaD southern Trues, FL Plena, FL, U951 Run:633Us OQ212016 Prhit 6Z40e Oct 212018 MRak lndusNes, Ine Tnu Nev2909:01317201a I'M1 ID:25Ys944?kmrni2g5MnoriCoyODa-Dv goyG3tgicrW7wtbG4Rr9kGb51tkwR52d9h0yENzO -2-0-0 54F15 12-34 139,0 N_ '41-0 27334-0 394i0 2-0O� 59-15 I 6S7 7-0-0 I SE-0 i s1-0 3x5 = 6.00 F12 6x94 6 4x5 i 3x6 G 30 4 26 25 24 22 2019 2x411 NOP2XSTP= 4x411 We= 47 =4x5 = Sx4 = 18 17 3x12 = 3x6 = 6x8 = 16 30 = 20 II 9 5xB = 10 35x8= 13 15- 2x411 2x4 II 123e 11-1Da &at5 11de 11§�0 2a40 27-aD 3a80 3340 3a5-0 sass I 5.-1-to- 1 61-0 1 7d0 �aao zac a . o+o Dead Load Defl. -1/81n 08 = Sx8 = 11 12 I 1? 4x5 = LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (toe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.08 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.20 18-19 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.66 Horz(CT) -0.05 34 We n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Weight266lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc pur ins, except BOT CHORD 2x4 SP No.2 *Except' end verticals. B2,B7: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. Except WEBS 2x4 SP No.3'Except' 2-2-0 oc bracing: 23-25 j W14: 2x4 SP Ne.2 10-0-0 oc bracing: 19-21 OTHERS 2x4 SP No.3'Excepr WEBS 1 Row at midpt 6-18, 8-18,10-12, 6-22 BL1: 2x6 SP No.2 REACTIONS. (size) 22=0-8-0 (min. 0-3-4), 34=0-3-8 (min. G-1.8) Max Hom22--277(LC 8) Max Uplifl22=856(LC 4), 34=270(LC 9) Max Gmv22=2778(LC 1), 34=1037(LC 18) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-303/877, 3-4=50611362, 4-5=501/l487, 5-6=568/1707, 6-7=715/231, 7-8=7151231, 8-9=15741460, 9-10=16191391,12-30=159/B43, 11,30=-1591843 BOT CHORD 2-26=-096/359, 25-26=696/359, 5-23=207/400, 22-23=1312/652, 21-22=1051/443, 21-29=20/288, 6-29=101327, 18-19=9881420,17-18=190/989, 16-17=190/989, 13.14�408/1700, 12-13=405/1703 WEBS 3.26=174/290, 3-23=-567/314, 6-18=562/1742, 7-18=5921341, 8-18=571/l48, 14-16=188/981, 8-14=-313/884, 10-14=4231144,10-12=1669/383, 5-22--5021269, 6.22=2553/810, 11-34=1126/301 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=16tk 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) Al plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load noncencument with any other live loads. 6) Bearing atjoint(s) 34 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity cepadly of bearing surface. 7) Provide mechanical cennec0on (by others) of truss to bearing plate capable of withstanding 100lb uplift atjolnt(s) except (It -lb) 22=8�\\\� 34z7o. 47j.\GENS`�� LOAD CASE(5) Standard r - 1! PF 7-P=1 l 'ENG �\\\ e Naa N55 ype y ' AVALON#MFAICAtYC-GR Ae Roof apedal 1 1 Job Reference (opGonaD Sc.th. Truss, FL Pierce, FL, 34951 Sx5 = 316 5x5= Dead Load Can. = 3116 in Lfl 13 2x4 // 4x6 = Us = 3x8 = 34 = 3x5 = 4x5 = 4x5 = Us = 52-12 9-575 2D4-0 _2 2-13 TIA2 44-8-0 52-12 I 4E3 10.7-1 I 7-10.13 I e-1-15 Plate Offsets MY)— 15:0-2-0,0-2-01,17:0-2-12,0-D-Ol, 18:0.3-0,0-2-81, 115:0.2-11,0.1-81, 117:0-2.8,0.1-81, fl9:0-1-12.0-2-81, 121:0-2-3,0-1-01, 123:D-2-3.0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) VdeO Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.2217-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.4717-19 >889 180 BCLL 0.0 Rep Stress Ina YES INS 0.85 Horz(CT) 0.06 12 n/a nla BCDL 10.0 Code FBC2017RPI2014 Matrix -MS Weight 263 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 RE4CTIONS. (size) 19=0-11-5 (min. 0.3.5), 12=D-8-0 (min. 0-1-13) Max Homlg=224(LC 7) Max Up0819=764(LC 8), 12=500(LC 9) Max Gmvl9=2793(LC 1), 12=1544(LC 18) BRACING- - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 5-10-15 cc bracing. WEBS 1Row at midpt 519.6-17.8-17 FORCES. (Ib) - Max. Comp.IMex. Ten. - All forces 250 (lb) or lass except when shown. TOP CHORD 2-3=-311/947, 3A-461H240, 4-5=434/1428, 5-0=857/432, 6-7=64W359, 743=732/402, 8-9=1527/615, 94D=20861783, 10.11=224ON61, 11-12=24371759 BOT CHORD 2.20=742/390, 19-20=810/400, 18-19=273/501,17-18=2731501, 16-17=18/1038, 1516=342/1677,14-15=342/1677, 12-14=535/2980 WEBS 3-19=5671343, 5-19=-24571672, 517=245/1127, 8-17=690/313, 8-16=279/777, 9-16=725/421, 9-14=159/532,11-14=317/248 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=1 SOmph (3second gust) Vasd=124mph; TCDL=5.Ops ; BCDL=S.Opsl; h=1 Sit; 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 pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) except Qt=lb)19=764, 12--500. LOAD CASE(S) Standard 1 I --01 STATEC) / Zz �O,o`.� ORIDP����� i,FONA e N55 mss ype y AVAL01•LAMERICANMGR A9 Roof Spedal 1 1 Job Reference C.PV.ffll .IOY ..... IL r•iaroe. r'. J .' O 2.4 Dead toad Dail. -114 in Sx5 = 6.00 12 6 5's = eu ie U o 4x5 = 2x4 II 3x5 = 3x5 3x6 = 3x8 = 315 = US = 3x6 = 111 13 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017rrP12014 I CSI. TC 0.82 BC 0.93 WB 0.79 Matrix -MS DEFL in Voc) Vdefl L/d Vert(LL) 0.16 14-16 >999 240 Vert(CT) -OAO 1416 >999 180 Hou(CT) 0.09 12 me We PLATES GRIP MT20 2441190 Weigh62751b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.7-2 no pudlns. _ BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpt 7-17. 9-16 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=0-11-5 (min. 0-3-0), 12=D-8-0 (min. 0-2-1) Max H=20=224(LC 6) Max Upl'd@0=-695(LC 8), 12=549(LC 9) Max Gnav20=2543(LC 1), 12=1766(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=354/975, 3.4=1252/382, 4-5=1060/410, 5-6=15031565, 6-7=14161563, 7-8=1647/656, 8-9=19301677, 9-10=2583/852, 10-11=26671837, 11-12=2921/881 BOT CHORD 2-20=7651394, 19-20=7651558,18-19-17111074, 17-18=17111074, 16-17=16911572, 15-16=-028I2099, 1415�42812099,12-14=65012516 ' WEBS 3-19=40612021, 5-19=-828f266, 5-17=1411320, 6-17=3591890, 7-17=1047/478, 8-16=116/517, 9.16=689I373, 9-14=1251518,11-14=-3341265, 3-20=2350/737 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-seaond gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate gdp 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 nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 20=695, 12=549. LOAD CASE(S) Standard PE 7�1 n_ -O 1\ STATE ?0 i `� O`er �•>Sl/�� g Job rues truss Type y AVALOKAMERICANA-GR A10 Floor Spedal 1 1 Job Reference (optional) SaUthea, Truss, FL Pierce, FL, 34951 2x4 5x5 = 6.00 12 Dead Load Defl. = 114 in la la la w 1a 4x5 = 2x4 II 3xi0 = 3xe — axe = 3x8 = 20 II 45 = 44 = _ 4-0+i 4- 15 12-e-15 20-0-0 29-0-0 36.10-9 44-8-0 4-0-4 W§O 7-31 M0 12 Plate Offsets KY),— 13:D-3-12,0-1-81.18:0-2-8,D-2-41.111:0-4-7,0-141, r15:0.2.4,0-0.01, f18:0-0.12.0.1-81. 120:0-2-3,0-1-01 (22:0-2-3.0-1-01 LOADING(psf) SPACING- 241-0 CSI. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.17 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.4314A6 >999 ISO BCLL 0.0 Rep Stress Ina YES WB 0.86 Horz(CT) 0.11 11 nla We BCDL 10.0 Code FBC2017,71312014 Matrix -MS Weight2621b FT=20% LUMBER - TOP CHORD 2x4 SP 1,10.2 •Ecwpt• I T5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 19=0-11-5 (min. 0-2-14), 11=0-8-9 (min. 0-2-4) Max Ho=19=224(LC 6) Max Uplift19=661(LC 8). 11=574(LC 9) Max Grav19=2416(LC 1). 11=1894(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS 1 Row at micipt 5-16, 7-16, 7-14. 10-14 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or lees except when shown. TOP CHORD 2J=305f741, 34=1862/486, 45=1643/505, 5-fi=1867/625, 6-7=17971609, 7-8=20821742, 8-9=23171749, 9-1D=2445/718, 10-11 =-3161/907 BOT CHORD 2-19=5771320, 18-19=577/509, 17-18=-345/1563,16-17=345/1563, 1576=3192137, 14-15=3192137, 1314=-6572718,11-13=-6572718 WEBS 3-19=2257f720, 3-18=4732253, 5-18=571231, 6-16=-35711107, 7.16=1097/500, 8-14=1081646, 10-14=7421389, 10-13=0281 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.Opsf; BCDL=S.Opst; h=16@; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to 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 nonconwnent with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) except Qt=11b)19=661, 11=574. LOAD CASE(S) Standard ninl BIl/���� N\ -��9ij z It' PE 76%1 31 STATE DN i �1 ORID<O NA i ENG� \\�� \ ID Truss 1russ Iype y AVALON-AMERICr1NA-GR All Root Special 1 1 Job Reference (optimal) 3x6 G 3x8G 4 3 20 II 2 ' 1 nun: Sx5 = Sx5 = 6.00 Fl2 6 ... 7 3x5 G 5 5x5= 5x5= 8 3x6 1 10 2x4 i:z' 11 Dead Load Dan. - 5/16 in STP= 2x4 II 13 21 20 19 18 17 16 15 14 NOM STP= US= 4x6 = 3x5 = 3x5 = 2x 1, E22Y7— 3x5 = — 4x5 = 3x4 // 418 = 24 II 2t4 II 20 II 2x4 It 2x4 II 20 II 2x4 11 2x4 11 a41-0 11-e-o 1sa6 zt-a6 z7-a-9 3s10-s 44-s-6 LfLl1 ]-1M 71n 2Af1 543.(1 A.RR 0.1J Plate ORsets(XY)— 13:0-2-12,0.1-81.16:0.3-0,0-2.81.17:0.2-8.0-2-01 19:0-2-8.0.2A1 112:0.4-15.0-1-21 122:0-2-3,0-1-01 124:42-3 0-1-01 LOADING(psf) SPACING. 24)-0 CSI. DEFL in Qoc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.36 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(Cr) -0.6416-17 >764 180 t BCLL 0.0 Rep Stress Ina YES WB 0.91 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight 302 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' T6,T7: 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) 21=0-8-0 (min. 0.2.13), 12=0-8-0 (min. 0-1-10) Max Ho¢21=211(LC 6) ' Max UpIi1121�639(LC 8), 12-574(LC 9) Max Gmv21=2380(LC 1), 12-1929(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 as pudins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBB 1 Row at midpt 5.18, 8-17 JOINTS 1 Brace at Jt(s): 14 FORCES. (lb) - Max CompJMax Ten. - AM forces 250 (Ib) or less except when shown. TOP CHORD 2-3=311/848, 3A= 1909/465, 4-5=1808/490, 5-6=20121634, 6-7=17171606, 7-8=20071611, 8-9=2547/808, 9.10=29201941, 10-11�30301914, 11-12--32611933 BOT CHORD 2-21=665/386, 20-21=240/855, 1G-20=,35011702,18.19=35011702,17-18=20611717, 16-17=-034/2552, 15-16=-409/2285,14-15�4092285, 12-14=.69412818 WEBS 3.21=2590086, 3-20=13011020, 5-20=-499/197, 6-18=146/481, 7-17=-1721667, 8-17=13161538, 9-16=105/536, 9-14=215/588,11-14=420/329 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=S.Opsf; BCDL=S.OpsF h=lM CaL 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) Al plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Qt=lb) 21=639, 12=574. i N-\CEN&'%' 1 t STATE 0g /O�RI LOAD CASE(S) Standard Jtb Nss Inuss lype y AVALON-AMERICANA R Al2 Roar Spedal 1 1 Job Reference (optional) aoumem ,rasa, rL rierre, ram, zaer Dead Load Dell. = V41n 5x7 = 6.00 12 Sx5 = 6 7 3x4 II 5x5 = yg3 = 3x6 i 3X5G 6 B 5 4 3x5 1 4x54 WI 11 3 W2 9 4x5 2x4 II 2 1 12 RI t R 12 3 ui a IF 20 17 1 5 q 22 21 19 19 14 Ni IN NOP2x STP= 3x9 = 3x6 = 3,5 = 31t6 = 4x5 = 2x4 11 16 15 14 13 3x411 4x8= 3x5= 3x511 44]-0 0 1043-0 77-0-0 23-&0 369-0 33-0-0 38-10-4 44-&D 4-0-D �-0 64-0 64-0 1 64i-0 ~ 7-1-0 i 2-7_0 1 534 I 59-12 Plate Offsets MY)— 18:0-54,0-2-81 (7:0-3-00-2-81 110:0-5-12 D-2-01 (13:0-2-12 0-1-81, (14:D-2-0.0-1.81.115:0-2-12.0-1.81. (17:038,Edgel, 121:0-3-8.0-1-81, 123:0.2-3.0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ven(LL) -0.16 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 17-18 >999 180 BCLL 0.0 Rep Stress Inv YES INS 0.89 Horz(CT) 0.15 13 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matnx-MS Weight3(l41b FT=20% LUMBER - TOP CHORD 2x4 SP No2 BQT CHORD 2x4 SP No2 *Except* B3: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechanics), 22=0-8-0 (min. 0-2-13) Max Horz22=200(LC 8) Max UpIH113=495(LC % 22=620(LC 8) Max Grav13=1768(LC 1), 22-2383(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticels. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 9-18, 10-15 FORCES. cab) - Max CompJMax. Ten. - All forces 250 (16) or less except when shown. TOP CHORD 2-3=2871711, 34=1834/414, 45=1656/429, 5-6i=2009/550, 6-7=2011/652, 7-8=2320/661, 85=2679/812, 9-10=2665/812, 10-11=2131/671, 11-12=20181578, 12-13=17121516 BOT CHORD 2.22=5621304, 21-22=-5621430, 20-21=32911555,19-20=32911555, 18-19=28411700, 17-18=571/2809,14.15=-443/1736 WEBS 3.22=22451665, 3-21=-461/2256, 521=6671231, 5-19=141/265, 6-18=214/600, 7-18=101/597, 8-18=1149/487, 8-17=-506/167, 15-17=-456/2333, 10-15=1502277, 10-17=4382291, 11-14=561/236, 12-14=453/1812 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=16ft; Cal II; Exp C; End., GCpi=0A8; 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 live load nonooncunent with any other live loads. 6) Referto girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (IMIa)13=495, 22=620. 1 -O t` STATE Qg ORID �� S/ONAL1S o� ,�N\' LOAD CASE(S) Standard 12 e N5a truss ype AVALON-AMERICPNA0R 113 Root Sµval 1 1 Job Reference (optiona0 Dead Load Den. = 7/16 in 6.0012 5x5— 2x4 II 5x5= 6 7 8 3x6 9 3x6 O Sx5 = Sx7 = S 9 4 W IN " 2x4 IF 3x5� 3 11 g 3x4 II 2 x4 II q� 2 12 a 1 20 19 71 0 17 3 IN 21 18 N = = 4x5 = NOP2X SiP= 3r5 3x6 3� _ ll 3x7 = 16 15 14 13 3x4 II 3x10 = Sx5 = 4-0-0 12-0-0 20-0-0 30.9-0 35-4-0 44-8-0 Plate Offsets (X,Y)— [5:0.1-8,0-1-8], [6:0-2-0,0-2-0], [8:0.2-8,0.241, [9:0-2-8,Edge), [10:0.5.4,0.1-12], [11:D-2-0,0-1.81, [13:0-2-8,0.2-12], [14:0-4-8,0.1.8], [17:0-2-12,D-34], [21:0.2-0 ,0-1487, 122:0-2-3.0.1-01 LOADING(psf) SPACING- 24)-0 CSL DEFL in (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.33 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.78 17-18 >615 180 BCLL 0.0 Rep Stress Ina YES WB 0.94 Horz(CT) 0.16 13 We n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 286 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Fxcept' TOP CHORD Structural wood sheathing directly applied or 2-11.15 oc pudins, except T4: 2x4 SP M 31 - end verticals. BOT CHORD 2x4 SP No.2'ExcepY BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except B4: 2x4 SP No.3, B2: 2x4 SP M 31 1 Row at midpt 9-17 WEBS 2x4 SP No.3 10-0-0 oc bracing: 1&17 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-21. 6-20. 8-18, 11-13 REACTIONS. (size) 21=0-8-0 (min. 0.2-13), 13=Merhaninl Max Hoa21=182(LC 8) Max Upl'dt21=596(LC 8),13=-477(LC 9) Max Gmv21=2386(LC 1). 13=1774(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=299l704, 3-4=2521560, 4-5=2311709, 5.6=18951474, 6-7=2189/584, 7-8=-2189/584, 8-9=3662/1060, 9-10=3237J880, 10-11=2156/625 BOT CHORD 2-21=5601321, 20-21=354H405, 19-20�35511697, 18-19=35511697, 17.18=39312253, 9-17=1934/667, 13-14=-41811564 WEBS 3-21=-3631260, 521=27021574, 5-20=115/458, 6-20=2771192, 6-18=257191(3, 7-18=414/242, 8-17=548/1620, 10-17=-437061,10-14=10061244, 14-17�36512046, 11-14=61/399,11-13=2137/595 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=5.0psF h=1(i1t; 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 pal bottom chord live load noncencurent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) 9�77 mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except QY--lb) 21=596, LOAD CASE(S) Standard PN EN ' ;' �i 1 1 i,�0'c�:: ��ORID P •���lr�\� 13 Job truss I runs I ype AVALON-AMERICANAGR A14 Roof3pedal 1 7 Job Reference (optional) .,woo,,, „_�, r,. r,Gw, ro.. -�•�, ,. ex moeames, me ID:25Ys94471amni2g5MnoriCoyODrx-nSFiUhMb_cjUoIcSLHOzmXU55ppEIFiSocVa_Z Nzl -2-0-0 6-7-7 130.0 1 20-4-0 27-8-0 334-D 37-" 40-3-0 42 5 8 44-e-0 r2k0 F 6-7-7 { 6-0-9 7-0-0 1 7i-0 i 54L0 1 44}0 2-11-0 22 1-2-241 Dead Load Defl. = 51161n 5x8 — 6.00 12 2x4 It SxeTq = 5 6 7 3x5 G 3x6! T 4 6x8= SxS= 8 III 3 4 4x5 -- 3x4 II NOaSTP-- WS7011 12 2x411 282 8 9 1 22 16 1 24 II 23 21 2019 18 , 17 3x5 = 4x6 = 3x8 = 3x5 = 2x4 II 3x8 = l 4x6 = 2x4 II 2x4 II 2x4 II ' 4x6 MT20H8= 15 14 13 2x4 11 2x4 11 3x4 11 3x6 = 5x5 = 6-7-7 13-0-0 20-0-0 27-8-D 33-0-0 37-0-0 40.3-D 42-5-8 44-B-0 6-7-7 7-4-0 7-4-0 5.60 441-0 2.11-0 2-2-,1 2-241 Plate Offsets ()(.Y)- 12:0-5-15,0-0-14],15:0-",D-2-41, [7:0-".D-2-01, [B:0.5-4,0-M], [9:0-2-8,0.2-41,111:0-5-0,0-3-0], [13:G-2-8,0.2-12], [14:0.2.8,0.1-8], [16:0-6-O,OA-81, [17:0.2-12 0.1-81, 125:0.2-3,0-1-0] LOADING(psf) SPACING- 2-0-0 CS. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(L-) -025 18-20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.26 BC 1.00 Vert(CT)-0.6820-21 >915 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.97 Horz(CT) 0.34 13 We rVa BCDL 10.0 Code FBC20177rP12014 Metrbt-MS Weighb302lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. T2,T3,T4: 2x4 SP M 31 BOT CHORD Rigid calling directly applied or 2.2.0 on bracing. BOT CHORD 2x4 SP M 31 `Excapt' WEBS 1 Row at midpt 8-20 134,F2:2x4 SP No.3, B5,B3: 2x4 SP No2 JOINTS 1 Brace at Jt(s): 24 WESS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. (sae) 13=Mechanicai, 2=0-8-0 (min. 0-1-13) Max Horz2=196(LC 8) Max Uplift13=502(LC 9), 2-517(LC 8) Max Gmvl3=2000(LC 1), 2=2151(LC 1) FORCES. Qb) - Max. CompJMax.Ten. - All forces 250 IN) or less except when shown. TOP CHORD 2-3=3725/794, 3-4=-3545/816, 4-5=-3198/784, 5-6=3355f880, 6-7=.3355/880, 748=3590818, 8-9=3182I830, 9-1 g=35391883, 10-11=-39081966 BOT CHORD 2-24=80213231, 23-24=80213231, 22-23=656Y1775, 21-22=6562775, 20-21=64473158, 19-20=931/4337, 18-19=93114337,17-18=929/4340,16-17=852/3520, 10.16=35259, 13-14=290/1182 WEBS 4-23=542f316, 5-23=85I490, 5-21=3201906, 6-21=582/33B, 7-21=202/465, 7-20=-2111949, 8.20>14421498, 8.17=16421357,11-14=1178t327, 11-13=2212/542, 14-16=409/1666,11-16=-60812550, 9-17=263/1317,10.17=-470/195 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=1(if ; 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 nonconcurrent with any other live loads. 6) Refer to glyder(s) for truss to truss connections. \ / 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) except Qt=1b)13=50 ,`\ 2=517.��CENS' ;'��ii LOAD CASE(S) StandardPE *A L �L. v t STATE 0 / 14 o cuss cuss ype y AVALONAMFJiICANAGR A15 Roof Special 1 1 Job Reference o tional Sxe = 3x5 = 34 = 2x4 II Sxe = 4 5 g 7 8 fi.00 12 3x5 G 4 5%5 = 3 9 1 NOP2%STP= T� 5 .•5-7711 2x4 It 2 1 0 3 II 22 27 20 19 18 17 16 4x6 = x5 = 4x6 = 31B = 315 = 4x5 = 2%4 It 2%4 II 2x4 II US = 4x6 = 2%4 II 2x4 II 2%4 II 2%4 II LOAOING(psf) SPACING- 2.0-0 CSI. DEFL in (too) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.36 19 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) .0.7619.20 >705 180 BCLL 0.0 Rep Stress Inv YES WB 0.87 Horz(CT) 0.36 13 nia n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2'ExcepY T4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B1,B3: 2x4 SP M 31. B4,F2: 2x4 SP No.3 WEBS 2x4 SP No.3'E:Kmpt* W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left 20 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0-8-0 (min. 0-1-13) Max Horz2=210(LC 8) Max Upl'dtl3=482(LC 5), 2=503(LC 5) Max Gmvl3=2000(LC 1). 2=2151(LC 1) Dead Load Oefl. = 7116 in 5x5 = 5x6 = 4x6 = 11 121 � 15 x lq 14 13 3x4 11 SxS = PLATES GRIP MT20 2441190 Weight 298 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied or 5-10-9 oc bracing. WEBS 1 Row at midpt 9-17 JOINTS 1 Brace at Jt(s): 23 FORCES. 0b) - Max. Comp.Miax. Ten. - All forces 250 01c) or less except when shown. TOP CHORD 2-3=37271904, 34=33491897, 4-5=374411070, 5-6=393411085, 6-7--393411085, 7-8=393411085, B-9=-3974/973, 9-10=5026/1144,10-11=35721841,11-12=3223f756, 12-13=19431501 BOTCHORD 2-23=-886/3241,22-23=88613241.21-22=78W927,20-21=78512927, 19-20=101613744, 18-19--826/3505, 17-18=8261J505, 16-17=115315090, 15.16-75013199, 11.15=17231472 WEBS 3-22=-396I248, 4-22-661402, 4-20=-404/1192, 5-20=687/336, 5-19=1041334, 7-19=-4561263, 8-19>2771738, 8-17=180/932, 9-17=1795/538, 9-16=1267/377, 10-16=52612278, 12-15=86113674 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=16fC Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. / 7) Provide mechanical connection (by othens) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb)13LL ��GENSF�� 2=503. 7 i LOAD CASE(S) Standard PE * is O 0 Truss Iruss lype AVALON-AMERICANA-GR A16 Roof Spedal 1 1 Job Reference o donal ru....,.a,.._..._'____"_'_-.-.i._.__—_____— _ _ .._ _ — _ -_ ID:25Ys9447kmmi2g5MnariCoyODa-61xg6iPzHX53fCL10PzgOA6a11s7yr62dGoEe NzF -2-0-0 483 9-D-0 1411-7 20-&1 31-8-0 345-0 3950 44b-0 2-0-0 M 43-12 5-11-7 5-9-11 1LL70.15 2-941 411.6 5-30 3x5 = 5x8 = 3x5 = 3x6 = 3x4 II 6.0012 4 5, 6 7 8 2x4 a 3 NOP2X STP= 2x4 11 2 1 18 6x = 21 20 19 46 = 2xd II 416 = 3.5 — 3x5 2A II 2x4 II 2x4 11 17 2x4 II 2x4 11 3x4 11 2x4 11 Dead Load De1L = 71161n 5x8 = 9 5x5 = 4x5 = 3x4 II d 10 12 I� 76 t5 14 13 4x12= 4x6= 3x5= 5x5= M4 94)-0 '�0-7-Q 1411-7 1 2631 I 26-5-0 1 31-6-0 I 335-0 44-8-0 i Plata Offsets (XY)— f2 0.5-7 0.1 Zl ra o-Cro o-z-et rs'o-6-4 0-z 81 r13'o-z-tl 0-z-1ZI r1a0•z-4 o-1-at r16'o-5-B 0-2-41 (18'D-0-O 0-3-0t r20'a2.4 o-1-8t r23:o-2-30-1-Ot LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.95 Vert(LL) 0.42 1B-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 BCOL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 306lb FT = 20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 *Except' B1,B2: 2x4 SP M 31, B3,F2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP N0.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0-8-0 (min. 0-1-13) Max Hoa2=223(LC 8) Max UpIA13=592(LC 5), 2=558(LC 5) Max Grev13=2000(1_C 1), 2=2151(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. Except 7-8-0 oc bracing: 2-22 WEBS 1 Row at midpt 10-14,11-13 FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=374611056, 3.4=3466/1008, 4-6 -4260/1333, 5-6=-0747/1465, 6-7=-4584/1397, 7-8=-0584/1397, 8-9=4565/1393, 9-10=3100/886, 10-11=1753/507 BOT CHORD 2-22=101713255, 21-22=-91313061, 20-21=913/3061, 19-20=1311/4260, 18-19=1443/4747, B-'18=404234, 15-16=843I2926,1415-84312926,13-14=507/1753 WEBS 3-22-254230, 4-22=161342, 4-20=54511585, 5.20=B69/380, 5-19=200/682, 6-19--300/191, 6-18=327/89, 9-1 B=8152502, 9-16=657271, 16-18=-81012880, 10-16=390201, 10-14=17201492, 11-14=28411396, 11-13=251 V725 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=5.Opsf; BCDL=5.Opsf; h=16ft; Cal II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) 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 noncencvnent with my 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 (jMb)13=592, \���1 11 LOAD CASE(5) Standard \����GENS��\<L PE �* 1 I D 1\ STATE 0 ` N ��//SS�ONALIENG \\\� 01 truss Truss type y 1J= AVALOI AMFAICANA-GR A17 Half Hip 1 1 Job Reference o Oonal Soulhem True, FL Pisan, FL, 34951 Run:8T306 OG212018Pmt8]30sOd212018Mf7ekloduat lne 71w Nm2909,01:192019 Paaggel ID:25Ys944?kmmi2g5MnodCoyODM-fDVCK2Pb2rDwHMvDa7UvxNfmdRAehStCswXn7KyENzE D" -2-0-0 ]-0-0 147-7 22-13 29b1d 37-69 4450 2S0 6-3-8 T-]-] 7511 7511 7511 7-7-7 Us = 5xs— 2A 11 Us = 315= Us= Us= Dead Load Deft. = 5116 in 3x4 II 71 l� 4x5 = 20 19 18 17 16 15 14 13 12 3x4 II 316 = 5x6 1NB= 3x5 = 3x5 = 2x4 II 5x5 = 3x12 = 4x6 = 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 Inor YES Code FBC2017/TPI2014 C51. TO 0.88 BC 0.97 WB 0.98 Matrix -MS DEFL in Doc) 0de8 L/d Vert(LL) 0.30 16 >999 240 Vert(CT)-0.5614-16 >928 too Hor4(CT) 0.10 12 rVa n1a PLATES GRIP MT20 2441190 Weight 270lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. - - T2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP N0.2'Fxcepr WEBS 1Row at midpt 418,6-18 B2:2x4 SP No.3 2 Rows at 1/3 pis 1D-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 (min. 0-2-9), 21=1F8-0 (min. D-2-9), 2=0-e-0 (min. 0-2-9) Max Horz2=217(LC 8) Max UpIitt12=-649(LC 5), 2=199(LC 1), 21=864(LC 5), 2=199(LC 1) Max Gmvl2=1954(LC 1), 2=241(LC 5), 21=2397(LC 1) FORCES. 0b) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2J=482/597, 3-0=21281600, 45=-3268/1076, 5{r-326811076, 6-7=-3784/1251, 748=4178411251, 8-9=3424I1135, 9-10=3424/1135 BOT CHORD 2-21=4671193, 3-21=-2325/870, 18-19=56711789,17-18=125113784, 16-17=1251/3784, ` 15-16=113513424, 14-15=113513424, 13-14=731/2202, 12-13=73112202 WEBS 3-19=65812022, 419=-6261326, 418=657/1848, 5-18=565/329, 6-18=6491232, 8-16=1461452, 8-14-785/380, 10-14=-50811537, 1D-13=01324, 10-12=27361908 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Dpsr; BCDL=5.Opsf; h=16ft; Cat. I I; 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) 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) 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)12=649, 2=199,21=864,2=199. LOAD CASE(S) Standard PE 1 I -O 1 STATE ON 1 Ayr - - ORIDP�, i,�iFss/oN�1�NG\\\��� p russ Iruss type y AVALON-Ah1FRICANA-GR A1e Hal Hip 1 1 _ _ Job Reference (optional) .lWlnEnh t.M. rL r,BR4 rL. J 5*1 Mn: tll aoa 21 Tula Fool a.lau a UM 213o1e Mhh ex hndustne% inc. mu Hw 29 a9:01:202018 Pa99a�1 041d ID:25Ys9447kmm@g5MnorlCoyODm-7Q2bXOQDp9LMVMQBq7BTbC_ggXLQZWL4aHLfmX D -2-0-05-0-0 134M 20.10.12 Al 8-94 36-7-12 44-9-0 2-0-043e &6-0 7-1041 All 7-168 a4L4 5,9 = 6.00 12 2X4 II 5X10 = 2x4 II 3X6 = 419 = Dead Load Dell. = 318 N 3x4 11 10 1� 4XS= 16 17 16 75 14 13 12 11 3011 3x5= 4x9= 4xe MT20H5= 2x4 11 5x12 MT20HS= 2X411 SX5= Or818 54Y0 13-0-4 20-10.12 2&9-4 36-7-12 44-8-0 84]< 1 7-1 . 1 7-10E 1 7 %, 1 p n. Plate Offsets (),Y)— (3:0-2-0,0-2-0], 120:0-2-3.0.1-07 [4:0-7-0,043], [6:0312,03-0], ]9:0-2-0,0-1-8], [11:D-2-B,D-2.12]. [13:0512,030], [16:0-3-12,0.2-0], I17:0-1-12,D-1-8], [19:0-24,0-0-0], LOADING(psf) SPACING- 230 CSI. DEFL in (loc)/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.36 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.94 Vert(CT) -0.6713-14 >777 180 MT2DHS 1871143 BCLL 0.0 Rep Stress Ina YES V4B 0.96 Horz(CT) 0.09 11 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 255 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except TOP CHORD T1: 2x4 SP No2 . BOT CHORD 2x4 SP N0.2'Except' BOT CHORD B2: 2x4 SP No.3, B3,134: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 *Except! W4: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=1VIechanical, 2=048-0 (min. 0-2-9), 19=D-8-0 (min. 0-2-9), 2=0-8-0 (min. D-2-9) Max Horz2=167(LC 8) Max Uplih11=651(1.0 5), 2=212(LC 3), 19=8D4(LC 5), 2=167(LC 1) Max Gmvl l=1955(LC 1), 2=155(LC 5), 19=2364(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - Al forces 250 Qb) or less except when shown. TOP CHORD 23=201/554, 3d=1814/531, 4-5='704/1232, 5-6=3704/1232, 6-7=4263/1418, 7-8=-427511424, 8-9-4275/1424 BOT CHORD 2-19�492/155, 3-19=22131765,16-17=-09311531,15-16=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=-86712519, 5-16=607/349, 6-16=100WU0, 6-14=0/311, 6-13=356/120, 7-13=636/306, 9-13=575/1727, 9-12=0/342, 9-11=32D4/1069 Structural wood sheathing directly applied or 3-2-2 oc pudins, except end verticals. Rigid calling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-16, 6-16. 6-13 2 Rows at 113 pts 9.11 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.DpsF BCDL=5.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 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 nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connedions. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift atjoint(s) except (It--Ib)11=651, 2=212,19=804,2=212. LOAD CASES) Standard \\\ "I, XCENS PE �* 1 t -O t` STATE Qg ` e NSa fuss type y AVALON-AMERICANA-OR A79 Hall Kip 1 1 Jab Reference (optional) Sauthern Truss, FL Pierce, FL., 34951 Run: a.230 s M Zl Zine P= a.Z30 a OR 21 ZU15 MI I ea Inausetes, Inc Tnu Nov 29 UY.01:Z1 at Pa e 1 ID:25Ys9447kmmi2g5MnorlCoyODM-bcczkkRraSTdXg4diXXNDokScEvd91KUJE0uBCy JzC 0&a -2-0-0 3-0e 10-Ob 16-11d 2&10-0 30$12 37-74 44$e 2-0.0 2.3a ]HYB 610.12 fi10.12 610-12 fi10.12 7-08 , 6.00 F12 519 = 2x4 RII 3.9 = 3x6 = 2x4 II 3x10 = 3x6 = 2x4 II Dead Load Deft. = 9116 in — 12 4x6 = 22 21 20 79 18 17 16 15 14 13 3x4 II 3x7 = 4x10 = SAO M720HS WB= US = 2x4 II 4x10 = 3x5 II 4x10 MT20H5= 1� LOA13ING(psf) SPACING- 2-0-0 CS]. OEFL in (loc) 6deft Ud PLATES GRIP TCLL 210 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.52 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL -1.25 SC 0.80 I Vert(CT) -0.9517-18 >551 180 MT20HS 1871`143 BCLL 0.0 Rep Stress Inv YES WB 0.80 Horz(CT) 0.05 13 n/a We BCDL 10.0 Code FBC2017/fP12014 Matrbc-MS Weight 251 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins, except T1: 2x4 SP No2 ' end verticals. BOT CHORD 2x4 SP. M 31 'Except- BOT CHORD Rigid calling directly applied or 5-10-8 oc bracing. B1,B2: 2x4 SP No2 WEBS 1 Row at midpt 4-20, 6-20, 9-14, 12-14 WEBS 2x4 SP No.3 *Except' W3: 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0.8-0 (min. 0-2-10), 23=0-8-0 (min. 0-2-10), 2=0-8-0 (min. 0-2-10) Max Horz2=117(LC 8) Max Upll tl3=-650(LC 5), 2=544(LC 3), 23=913(LC 5), 2=540(LC 1) Max Grav13=1948(LC 1), 2=235(LC 5), 23=2745(LC 1) FORCES. (lb) -Max Comp./Ma Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=355/976, 3A=1174f351, 45=37811264, 5-0=378111264, 6-7=575711922, 7-8=575711922, 8-9=5757/1922, 9-10=3146H050, 10.11=-0146/1050, 11-12=3146/1050, 12-13=1880/676 BOT CHORD 2-23=-847274, 3-23=25251B28, 20-21=3051940,19-2D=178115335, 18-19=1781/5335, 17-18=1781/5335, 16-17=167515017, 15-16=1676/5017, 14-15=1675/5017 WEBS 3-21=60211844, 4-21=1214/493, 4-20=1087/3211, 5-20=5291303, 6.20=1764/588, 6.18=0275, 6-17>162/479, B-17=487279, 9-17=280/840, 9-15=g270, 9-14=2124f710, ll-14=5211300, 12-14=1176/3524 NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL-5.0psf; BCDL=5.Dpsh h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This trusts has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except (It-lb)13=650, 2=544, 23=913, 2=544. LOAD CASE(S) Standard `� �� �XCENs���i% -O T` STATE O IE�G�4i. \� E e NSs ruse ype AVALOWAMERICANA-GR A20 HALF HIP GIRDF32 1 1 Jab Reference (optional) souxnem iNss,rl. Warta, re, :wser �wID:25Y944?km 2g5MnrIC=a Dm-3o o'�i mausmm, me - au,arae. ID:25Ys9441kmmi2g5MnoriCoyODrx3oALy4STLmbUegfoFF2cY0HHFeD6uRfeYumRjfy NzB 0.1141 -2-0-8 7J-e 134L4 20.14I 212-9 310 38-0-11 44-747 2-0.8 1141 63A 654 6-5� 1 2-3-0.14 6-1-1 62-13 Dead Lead Deft. - 3116 in 6.00 Fl2 3z6 = 5x5 = 2x4 II 4x9 = 5x6 WB= 2z4 II 4x12 = 2z4 II 3x12 = 3x4 II 3z4 II 2 3 25 26 27 428 29 30 5 31 326 337 34 8 36 37 38 9 39 10 a111 42 43 12 2z4 II - 1 3 W ' 22 44 45 46 21 47 48 49 50 20 51 1952 53 18 54 55 56 77 57 16 58 15 59 60 61 74 62 63 13 NOP2X STP= 3x12 = 2x4 II 3x6 = 5xl4 = 2x4 II 3,6 = 3z10 = 2z4 II 5x5 = 5z5 = 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 NO Code FBC20177fP12014 CSI. TC 0.86 SC 0.92 WB U8 Matrix -MS DEFL. , in (too) I/dell Lid VerttU) 0.19 14-15 >999 240 Vert(CT) -0.3414-15 >857 180 Hoa(CT) 0.08 13 n/a n/a PLATES GRIP MT20 2441190 Weight 239 Ib F7=20% LUMBER- BRACING- TdP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc pudins, except T2: 2x4 SP M 31 end verticals. BOT CHORD 2x4 SP. No2 BOT CHORD Rigid calling directly applied or 6-0-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpl 11-13 OTi1ERS 2x4 SP No.3 2 Rows at 113 pts 5-16, 8-18 REACTIONS. (size) 13=Mechanical, 18=0-ll-0 (min. DA-14), 22=D-7-8 (min. 0-1-8) Max Horz22=66(LC 8) Max Upliftl3=542(LC 4), 18=1547(LC 6), 22=-463(LC 4) Max Gravl3=1460(LC 1), 18=4130(LC 1), 22=1289(LC 1) FORCES. (lb) - Max. ComplMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-25=-1679/643, 2526=-1679/643, 26-27=1679/643, 27-28=1679/643, 4-28=1679/643, 4-29=1679/643, 29-30=1679/643, 30-31=1679/643, 5-31-1679/643, 532=10602833, 6.32=10602833, 633=10602833, 7-33=10602633, 7-34=106012833, 3435=10602833, 3536=10602833, 836=106=1133, 8-37=-2790/1041, 37-38=2790/1041, 38-39=2790/1041, 939=2790/1041, 9-10=2790/1041, 10-40=279D/1041, 40-01=2790/1041,11-41=2790/1041, 12-13=265/169, 2.22=-323/54 BOT CHORD 22- 4=186/322, 44.45=186/322, 45-46=186/322, 46-07=1861322, 21-47=-186/322, 21-08=2021510, 48-49=-202/510, 49-50=2021510, 20-50=2021510, 2051=202/510, 19-51=202/510, 19-52=202/510, 5253=202/510,18-53=-202/510, 1854=-354/956, 54-55=3541956, 55-56=354/956, 1756=354/956,17-57=3541956, 16-57=354/956, 16-58=3641956, 15-58=354/956, 15-59=94612535, 59-60=946/2535, 6051=9462535, 14-61=9462535,1452=9462535,62-63=9462535, 1353=9462535 WEBS 3-21=503/1477, 4-21=758/513, 5-21=478/1268, S20=0/401, 518=3626/1369, 7-18=741/486, 8-18=4146/1546, 8-17=0/391, 8-15=75212007, 9-15=6691448, 11-15=103279, 11-14=0/434, 11-13=2688/1004, 3-22=996/565 NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vesd=124mph; TCDL=S.OpsN, BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated.\�\P --_-�j 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. \GEN3�� 5)Referto girder(s) for truss to buss connections. �� Y' 1- 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upl'dt at joint(s) except at=I = 2, / x 18=1547,22=463. PE I Continued on page 2 -O 1 STATE 0 /4z ORID i�jx/ASS/oNA I,ltvG\\\\\\ 2a o russ russ lype Lsy y AVALON-AMERICANAGR A20 HALF Hip GR nER 1 1 Job Reference (optional) JW Wn rtun: B 230 s Oct 21 2010 Pr 8T30 s Od 212018 MiTek ln4usaiss, Ina ThU Na 29 09:01:22 2018 Ps e 2 NOTES- ID:25Ys9447kmmi2g5MnorlCoyODm-3oALy4STLmbUBgfoFF2cYOH HFeD6uRfeYumRjfyEN2B 7) Hanger(s) or other connection device(s) shalt be provided sufficient to support concentrated load(s) 80 Ib down and 121 Ib up at 1-8-4, 80 lb down and 121 Ib up at 2-8-4, 80 It, down and 12l Ib up at 4-8-4, 80 lb down and 121 Ib up at 6-8-4, 801b down and 121 Ib up at 8-8-4, 80 Ib down and 121 Ib up at 10-84, 80 Ib down and 121 Ib up at 12-8-4, 80 Ib down and 121 Ib up at 14-84, 80 Ib down and 121 Ib up at 16-8.4, 80 Ib down and 121 to up at 18-8-4, 80 lb down and 121 Ib up at 20.8.4, 80 Ib down and 121 Ib up at 22-84, 80 Ib down and 121 It, up at 24-8-4, 80 lb down and 121 Ib up at 26-8-4, 80 Ib down and 121 Ib up at 28-8-4. 80lb down and 121 Ib up at 3D43-4, 80 lb down and 121 Ib up at 32-8-4. 80 Ib down and 121 Ib up at 34-8-4. 80 lb down and 121 Ib up at 36-1 4, 80 Ib dawn and 121 Ib up at 35-84, and 80 Ho dawn and 121 Ib up at 4D-", and 80 lb down and 121 Ib up at 42-8-4 on top chord, and 55 lb down at 1-84, 55 Ib down at 244, 55 Ib down at 44-4, 55 lb down at 6-8-4, 55 lb down at 8-84, 55 lb down at 10-84, 55 lb down at 12-B4, 55Ib down at 14.8-4. 55 Ib down at 16-8 4, 55 lb down at 18-8 4, 55 Ib down at 20-B4, 551h down at 22-84, 55Ib down at 24-84, 55 Ib down at 26484, 55 Ib down at 28-8-4, 55 Ib down at 30-84, 55 Ib down at 32-8-4, 55 Ib down at 34-8 4, 55 Ib down at 36-8-4, 55 Ib down at W4 4, and 55 It, down at 40-84, and 55 It, dam 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): -Cumber Imvease=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3>70, 3-12=70, 13.22=20 Concentrated Loads Qb) Vert 6=80(B)14=44(B)11=80(B)10=80(B)16=44(B) 25=80(B) 26=80(8) 27=80(B) 28=80(B) 29=80(B) 30=80(B) 31=80(B) 32=80(B) 33=80(8) 34=80(B) 35=80(B) 36=80(B) 37=80(B) 38=80(B) 39=-80(B) 4D-80(B) 41=80(B) 42=80(B) 43=80(B) 44=-44(B) 45=44(B) 46=44(B) 47=-44(B) 48=44(B) 49-44(8) 5D=-44(B) 51=44(B) 52=- 4(B) 53=44(B) 54=44(B) 55=44(B) 56=44(B) 57=-44(B) 58=44(B) 59-44(B) 60=44(B) 61=44(B) 62=44(S) 63=44(B) =t��/i %,\GENS��\\��i Z I; PE 7ffAl -a 1 STATE ON f ORID��� ����-'9/ONAL1ENG����N� 0 N55 Nss lype ty Ply AVALOt4 AMERICANA-GF1 B7 cmmon 5 1 Job Reference(opgonal) Sc,Mam Truss , FL Pi.=, FL. 34951 4x4 = Dead Lead Deft. - 1/8 in s4 II a 315 = .,.. — ,,,» — — US = 705 15511 5 I 7-7-7 1 72%0 -05 Plate Offsets (XY)— f2.0-1-7 D-D-27 f6.0-1-7 0-0-21 111:0-2-3 0-0-81 f13.0-2-3 0-0-81 LOADING(psf) SPACING- 2-D-0 CSI. DEFL. in Qoc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.08 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.20 8-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.21 Horz(CT) 0.05 6 nla nta BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight,1191b 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 Leff: 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2=041-0 (min. 0-1-8), 6=0-8-0 (min. 0-1-8) Max Horz2=137(LC 6) Max UpIIR2=346(LC 8), 6=346(LC 9) Max Grav2=1195(LC 1), 6=1195(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 Vb) or less except when shown. TOP CHORD 2-3=17471463, 3-0=1533/460, 4-5=1533/460, 5L=1747/463 BOT CHORD 2-10-41311481, 9.10=15711000, 8-9=157/1000, &Z8-287/1481 WEBS 4-8=192/550, 5-B= 3771286, 4-10=192/550, 3-10�3771286 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc puriins. BOT CHORD Rigid caging 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-secend gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsh h=16tt Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) AB plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pad bottom chord live load nonconcurrerd with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) except Gt=-lb) 2=346, 6=345. LOAD CASE(S) Standard 1 1 v 1` STATE 0 Q ORIDP�=��� ///SI/'%NA I ECG\ \\�� 124 ss m ype y Lcuss AVALON-AMERICANA-GR a2 Common G'Wer 1 2 Jp6 Referenee (opG I) Soumem Truss, FL Plerce, FL, M951 6xB MT20HS II Dead Load Defi. - 114 in x4 II C? 4x7 = 4xB = 2x8 II 74 = 7x12 MT20HS WB= 7x6 = 2x4 II W2 MT20HSl LOAOING(psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL I 1.25 BCLL 0.0 Rep Stress Ina NO BCDL 10.0 Code FBC2017JTP12014 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3'Excepr W5: 2x4 SP M 31, W3: 2A SP N0.2 OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3, Right: 2x4 SP No.3 1Ux10 = CSI. DEFL in Qoc) Vdetl Ud PLATES GRIP TC 0.68 Vert(L-) 0.2412-14 >999 240 MT20 244/190 BC 0.76 Vert(CT) -0.4512-14 >618 180 MT20HS 187/143 WB 0.83 Harz(CT) 0.13 a n/a We Matrix -MS Weight323lb FT=20% BRACING - TOP CHORD Structure] wood sheathing directly applied or3-0-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. REACTIONS. (size) 2=0-8-1 (min.0.4-7), 8=0-8-0 (min.(I-3-8) Max Horz2=137(LC 23) Max UpIM2=3129(LC 8), 8=2693(LC 9) Max Grev2=10644(LC 1), 8=8424(LC 1) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=20018/5822, 3-4=1691515017, 4-5=12707/3953, 5-6=12719/3953, 6.7=16011/5056, 7-8=16863/SW6 BOT CHORD 2-26=5219/17819,15-26=5219M7819, 15-27=5219/17819, 14-27=5219H7819, 14-28=-4423115108,13-28=-0423115108,12-13=-4423/15108, 12.29= 4369114301, 2330=4369114301, 11.30=-4369/14301,11>71=A667114971, 31-32=-4667/14971, 10-32=4667/14971, B-10=4667/14971 WEBS 5.12=-3397/11015, 6-12=-4332/1609, 6-11=1501/4334, 7-11=7821403, 7-10=248/697, 4-12=550711555, 4.14=144715597, 3-14=3120/913, 3-15=72312791 NOTES- 1) 2-ply truss to be connected together with 10d (0.131*4') nails as follows: Top chords connected as follows: 2x4 -1 cow at 04-0 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) Al loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10: Vu1r160mph (3-second gust) Vesd=124mph; TCDL=S.Opsf, BCDL=S.OpsF, h=1M Cat It; Exp C; End., GCpl=0.18; \\\ \N MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Ali plates are MT20 plates unless otherwise Indicated. �GEfVs `. / B)The Fabrication Tolerance at Joint 5 = 0% \ � � i 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live bads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atJoint(s) except Qt=1b) — 29, / PE 8=2693. :7! 1 Continued on page 2 STATE 0g ` �O.a`.� S�ONALIENG�\\\�� 22 o russ ruse ype Y AVALONAMERICMIA-GR 82 Common Giber 1 2 Job Reference o 6ona1 Southern Truss, Ft Pierce, FL, a Ml ID:25Ys9447kmmi2g5MnoriCoyODM-0615NmTsNrC07o8Ng44eRMgVSyyMOoQCFYoXy Nz9 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1748 lb down and 515 lb up at 2-3-4, 1754 lb down and 497 lb up at 4-3-4, 19801b down and 522 lb up at 6-3-4, 19BD lb down and 502lb up at 8-3-4, 1980 lb down and 612 lb up at 10-3-4, 1934lb doom and 669 lb up at 12-3-4, 1935Ib dawn and 671 lb up at 14-3-4, and 1928lb down and 670lb up at 16-3-4, and 1440 lb down and 562 lb up at 18.3-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Indrease=1.25, Plate Increase=1.25 Un'domr Loads (p8) Vert 1-5-70, 5-9=70, 20-23=20 Concentrated Loads IN) Vern 13=1980(B)15=1754(B) 26=1748(121) 27=1980(121) 28=1980(B) 29=1934(B) 30=1935(B) 31=1928(121) 32=1440(B) Bl/����� LPN---����i PE 76? Jt Q -D 1\ STATE 09 i N5a Nss ype y I('Jo e3 tommrn 1 '1 IAVALON-AMEPJCANA-09 Jab Reference (optional) Smtllem Truss, FL Ple,m, FL, 34951 awn: e.<3u a w n <me rnnc a.<4u s,ao n <ma con ax m4usmes, me mu nw <a ue:w¢o <uio re .18 ID:25Ys9447kmmi2g5MnodCoyODm-UNsDaSUMdhz37HNNwNbJAewVrJSS Y4Es_6Kzy Nze Dead Load Dell. - 118 in 9x4 = 5x4 = 63x4 = 3x5 = ax4 = axe = axe = US = 7-165 15-S-11 23-011 r 7-165 I 1 7-7-7 7-165 Plate Offsets (X YI- 12:0.1-3 D-D-2t 14:D-2-0 D-2-8t r5:0-2-0 D-3-01 16:0-2-0 0-2-61, f8:0-iJ.0-0.21.113:0-2-3,0-0-8),115:0-23,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.08 1D-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -02010-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.20 Hom(CT) 0.05 8 n1a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 1181b FT = 20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left' 20 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 8=0-8-0 (min. 0-1-8) Max Horz2=131(LC 6) Max Up1182=341(LC 8), 8=341(LC 9) Max Grev2=1195(LC 1), 8=1195(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-3 oo pudins. SOT CHORD Rigid ceiling directly applied or 94-6 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=1738/448, 3-4=-152B/444, 6-7=1528/444, 7-8=1738/449, 4-5=1288/443, 5-6=1288/444 BOT CHORD 2-12=392/1470, 11-12=1461999,10-11>146/999, 8-10=272/1470 WEBS 5-10=182J537, 7-1 D=354272, 5-12=182/537, 3-12-354271 NOTES- 1) Unbafanced 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=161t Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indlcated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncancunenl with any other live loads. 6) Provide machanlcal connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (it --lb) 2=341, 8=341. LOAD CASE(S) Standard N CENs PE �* 1 -O t STATE Og / 5; o ORIDP'���'��� 23 Job Iruss russ I ype y AVALON-AMERICANAGR B4 Hip 1 7 _ _ _ Job Reference(optionaI) So ern Truett, Ft Pierce, FL. U951 lX 4X5 = 4x5 = Dead Load Den. -118 in 3xfi = 3X4 = 3= 3x6 = 3X4 = x4 Plate Offsets (X,Y)- 12:0-5-11,D-0-101,14:0-2-12.0-2-01.15:0-2-12,0-2-01, 17:0-5-11,0-0-101.112:0-2-3,0-0-e1, 114:(3-2-3,D-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -023 11-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.3611-18 >789 180 BCLL 0.0 Rep Stress Inv YES WB 0.19 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight:1151b 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=0-8-0 (min. 0-1-8) Max Horz2=111(LC 6) Max Uplifl2=324(LC 8), 7=.324(LC 9) Max Grav2=1195(LC 1). 7=1195(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or4-1-11 oc pudlns. BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. FORCES. (Ib) - Max CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1758/443, 3A=1445/320, 4.5=1238/319, 5E=1445/320, 6-7=1758/443 BOT CHORD 2-11=385/1502, 10-11= 154/1238, 9-10=15411238, 7-9=283/1502 WEBS 341=3561262, 4-11-161354. 5-9=16/354, 6-9=-a56/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vesd=124mph; TCDL=S.Dpsf; BCDL=5.DpsF h=16ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 2=324, 7=324. LOAD CASE(S) Standard �� \P � �TGENS�.\���i_ PE �* 1 t -O 1\ STATE 17 24. Dob iruw Inuss lype AVALON-AMEMANA-GR a6 Hip 1 1 Job Reference (oo0ona) aomnem , rasa, ry narw, rv., .sawi 44 = 3x4 = 4x4 = Dead Load Defl. - 3116 in US = 3x4 = 3x4 = 3x6 = 7-P0 164-0 23-4-0 7-0-0 I Plate Offsets (X.Y)— r3:0-2-0,0-2-41. I5:0-2-0,0.2-01 ri1:0.2-3.0-0-81 f13:0-2-3 D-0.81 LOADING(Psf) SPACING- 2-0-0 Cat. DEFL in (Ioc) gdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Ved(LL) -0.15 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.33 8-10 >836 ISO BCLL 0.0 Rep Stress Ina YES NIB 0.23 Horc(CT) 0.05 6 Na n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 111 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 RleACT10NS. (size) 2=D-8-0 (min. 0-1-8), 6=0-8-0 (min. 0-1-8) Max Horz2=91(LC 6) Max Uplifl2=303(LC 8), 6=303(LC 9) Max Grev2=1195(LC 1), 6=1195(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 2SO (lb) or less except when shown. TOP CHORD 2-3=1693/374, 3-4=1419/377, 4-5=1419f377, 5-6=-1693/374 BOT CHORD 2-10=280/1406, 9-10--361/1622, 8-9=361/1622, 6-8=224/1406 WEBS 3-10=42/410,4-10=350/221,4-8=350221, 5-8=42/410 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc pudins. BOT CHORD Rigid ceiling direcdy applied or 9-83 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vesd=124mph; TCDL=5.Opst BCDL=S.Opsf, h=161C 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 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 nonwri ment 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) 2=303, 6=303. LOAD CASE(S) Standard t_ I STATE 0 ORID S/ONA i 1OX \�\\ 25 kb o "'as russ I ype AVALON-AMEMCANAGR 126 Hip Girder 7 7 Job Reference (optional) 3euelem Trun. FL Farce, FL. 34951 13 44= 3x8= 3x4= 414= 6 a 24 25 ^ ° 26 27 NO 1x4 II 2 Dead Load Deft. -3116In 7 3x9 = 13 28 29 1211 3x4= 4x8 MT20HS= tx4 II 10 30 31 3X4 = 3x4 = 54L0 9.5-15 13-10-1 18-0-0 23-0-0 Sb0 I 45-15 l 4-0-3 I 4515 I 5-0-0 N- Plate Offsets (X 1')- 12:0-",0-1-9L 14:0-242.0-1A1, 17:04-6 04-91 f14:0.2-3,0-0-e1 f16:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in One) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 022 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.3712-13 >748 180 MT20HS 1871143 SCLL 0.0 Rep Stress Inv NO WB 0.71 Hou(CT) 0.10 7 n1a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weighb1211b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 31 BOT CHORD 2X4 SPM 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Lett- 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-10), 7=0-8-0 (min. 0-1-10) Max H=2=71(LC 6) Max Upl'd12=721(LC 8), 7=721(LC 9) Max Gmv2=1949(LC 1).7=1949(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. FORCES. (lb) - Max. Comp,JMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3344/1304, 3-24=294911201, 24-25=2949/1201, 4-25=2949/1201, 4-5"123/1626, 5-26=2948/1201, 26-27=29411/1201, 6-27=2946/1201, 6-7=3344111304 BOT CHORD 2.13=11082896, 13-28=1545/4122, 28-29=1545/4122, 12-29=1545/4122, 11-12=1545/4122, 10-11=1545/4122, 10.30=1533/4123, 30-31=1533/4123, 931=1533/4123, 7-9=10722S96 WEBS 3-13=218/993, 4-13=1413/565, 4-12=19/342, 5-10=261343, 5-9=14151564, 6-9=2181993 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-secand gust) Vasd=124mp5; TCDL=5.Opsf; BCDL=5.Dpsf; h=1M 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 painting. 4) At plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load noncencurlent with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1001b uplift at)oint(s) except Qt=1b) 2=721, 7=721. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 276lb up at 5-0-0, 92 lb down and I U lb up at 7-0.12. 127 lb down and 140 lb up at 7-5-4, 127 Ib down and 140 Ib up at 15-10-12, and 92 lb doom and 114 Its up at 16-3-4, and 239 lb down and 276Ib up at 184-0 on top chord, and 159 lb dam at 530, SO Ib down at 7-0-12, 3371b down a d /// 1061b up at 7-5-4. 337 lb down and 1061b up at 15-10-12, and 50lb down at 1634, and 159lb down at 183-4 on bottom chord. \GEM �� desigNselection of such connection devices) is the responsibility of others. F 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). it/ PE 76651 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Invease=125 I -O t` STATE ON Continued on page 26 ion mm 1russ 1pe y AVALON-AMERICMA-GR ae Hip Girder 1 1 Job Reference (opdone0 Swlbem Tn , FL Werra. FL, M51 Ru¢82308 OU212015Y=&e USUMZ1 ZU15MI I eKlnaUSID MQ I nUNMZUUY:U13a LUle Fa e2 ID25Vs9447kmmi2g5MnodCoyODrx-uyXcC7WEwcLesl6ycV90oKKIm3JsIDRVJwpDmzly Nz5 LOAD CASE(S) Standard Unifom Loads (plf) Vert: 1-3=70, 3-5=70, 6-6=70, 18.21=20 Concentrated Loads (Ib) Vert: 3=141(F) 6=14l (F)13=47(F) 9--47(F) 24=70(F) 25=127(F) 26=W(F) 27=70(F) 2B=32(F) 29= 337(F) 30=-337(F) 31=-32(F) F i ? 1! PF 7f.A61 I russ Type y �JOD AVALON-AMERICANA�R C1 Roof Spedal 1 1 Job Reference (op8on30 Southern Twn. FL Pierre, FL, 34951 3x4 = 5x8= 1x411 4x7= 10 9 8 7 6 2x6 II 3x8 - 4x5 = 3a5 = 3x4 = 5-0-4 10-e-8 20.8A 10-0-0 Dead Load Defl. - 114 In Plate Offsets (X,Y)— f1:0.1-8,0-3-01, (3:0-5-0,0.2.01. 16:0-2-0,0-1-81,110:0-3-0.D-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ved(LL) -0.27 6-7 >916 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.54 6-7 >453 180 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(CT) 0.16 6 nfa n/a BCDL 10.0 Code FBC2017[ P12014 Matrix -MS Weight 1551b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 WEBS RF,ACTIONS. (size) 6--Mechanical, 12=Mechanical Max Horz 12=247(LC 9) Max Uplifi6=216(LC 9), 12=293(LC 4) Max Grav6=921(LC 1), 12=890(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2=-494/211, 2-3=4941211, 3-4=-8021229 BOT CHORD 8-9=57/643, 7-8=57/643, 6.7=-144/666 WEBS 1-9=294/822, 2-9=-414t237, 3-9=-263/109, 3-7=45/330, 4-6=898/213, 1-12=892/294 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Raw at midpt 3-9 NOTES- 1) Wind: ASCE 7-10; Vulta160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.OpsF, h=168; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 par 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 buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (Y-lb) 6--216. 12=293. LOAD CASE(S) Standard \\\ N M. at �CEN SF PE -O t STATE ON / NG\\\\N 1 �3' a Inuss Iruss type y AVALON-AMERICANA1iR C2 Roof Spa ial 1 1 Job Reference (optional) Sa14hem Trues, FL Pierce, FL, 34951 Run:a.230a 0tt212019PMLdY UsO(121201a MDek Indu ".Inn TINNm2909:01:302019 Pa a1 ID25Ys944?kmm12g5MnorlCoyODm-gLfNdpYUSDcM62GLjwBUbodPs27mAypN7it7By�hh3 4-4 12-kII 20.6-e 4M I 6-4-4 6-0-0 I 3x4 = 1x4 II 1 2 4x8 = Dead Load Defl. - 1181n 2x4 II 3z8 = 3x4 = 3.4 = 2k6 II 6-4-0 12-8-8 20-8-8 s-0-0 6_44 8-0-0 Plate Offsets MY} (3:0-54,0-2-01 f4:0-1-0.0-1-81 f5:0-3-0 0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) VdeB Lfd 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) -0.23 5-6 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.51 Horz(CT) 0.01 5 rda n/a BCDL 10.0 Code FBG2017ITP12014 Matrix -MS Weight 134 lb FT=20a/o 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, 5--Mechanical Max Hor29=197(1-C 9) Max UplWt9=319(LC 4), 5=190(LC 9) Max Gtav9=919(LC 1). 5=919(LC 1) FORCES. Vb) - Max. CompJMax. Ten. -All forms 250 (lb) or less except when shown. TOP CHORD 1-9=8611344,1-2=-6421227, 2-3=6i21227, 34=915/219, 4-5=-8431224 BOTCHORD 7-8=1071706,6-7=107/705 WEBS 1-8=328/925,2-8=488/294,4-6=96/655 Structural wood sheathing directly applied or 64)-0 oc putins, except end verticals. Rigid ceiling directly applied or 1D-0-0 oc bracing. 1 Row at mldpt 3-8 NOTES- 1) Wind: ASCE 7.10; Vuh=.160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=5.OpsF, h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water panting. 3) This truss has been designed for a 10.0 psf bottom chord live load noncenc ment with any other live Icads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 9=319. 5=190. LOAD CASE(5) Standard ZZ/ �Q�P l�CENSF -O 1` STATE Og ��ORIDP�my NA I,�NG\\\��� 2e o Nae rus5 ype"Ity pry AVALON-Ah1ERICANAGR p Roof Spetlal 1 1 Job Reference (optional) sauMem I=$, FL Pierce. FL, b6 l RO W B.Z10 a OM21 2016 PMt BMU a OU21201B Niffek Indusaies. Inc Thu Nov 29 09:01:30 2018 Pa a 1 7-4.4 1 8 s9447kmmi2g5MnodCoyODrx-gLfNdpYUSDrM� LjwBUOcges2Em9vpN7it9ByE 7-44 I 7 41- I GD-0 3x4 = 4x7 = Dead Load Daft. = 1/161n 9 3x4 = 5 2x4 11 Us = 3x4 = 2k4 11 7-" 14-6-6 2D-M Plate Offsets (X,YI— f 1:0-1-12.0-1-81. I3:0-5-4,0-2-41,14:D-1.4.0-1-81 I8:0-2-8.0-1-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (roc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.77 Vert(LL) -0.07 8-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.15 6-9 >999 180 BCLL 0.0 Rep Stress Inv YES WS 0.58 Ho2(CT) 0.01 5 n/a We BCDL 10.0 Cede FBC20171TP12014 Matrix -MS Weighb1261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (see) 9=Mechanical, 5=1NIechanical Max Horz9=147(LC 9) Max UpOfl9=317(LC 4). 5=215(LC 4) Max Grav9=919(LC 1).5=919(LC 1) FORCES. (lb) - Max CompJMm Ten. -All forces 25D(lb) or less except when shown. TOP CHORD 1-9=-654/346,1-2=837/294, 2.3=837294, 34=691242, 4-5=666239 BOTCHORD 7.8=151013,6-7=1517713 WEBS 1-8=-36611039, 2-8=506/343, 4-6=154f740 Structural wood sheathing directly applied or 4-11-7 oc purilns, except end verticals. 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=5.0psf; h=16ft; Cal. II; Ecp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 1 DO lb uplift atjoint(s) except (n=lb) 9=317, 5=215. LOAD CASE(5) Standard sti�igi/Z PE t M* ' o t` STATE 0 74t7 8/0 NA11�NG\\\��� 2, o cuss iruss lype AVALON-AMERICANA-GR CA Rmf Special 1 1 Job Reference (optional) 3 era T.., Ft Ml ,FL, 34a51 30 = 12 2x4 II 1x4 II 3x5 = 3x4 = 3x4 = 10 9 316— 1x411 Dead Load Dan. =1/4 in 5 44 = 6.00112 7 Us— ZO II Plate Offsets MY)— 11:0-1-12.0-1-81, 15:D-2-0,0-2A1. N I Z-1-12,0-1-M LOADING(psf) . SPACING- 2-0-0 CSI. DEFL in (toe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.27 8-9 >905 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.46 8-9 >S34 180 BCLL 0.0 Rep Stress Inrr YES WB 0.47 HOR(CT) 0.02 7 n/a rda BCDL 10.0 Code FBC2017/fPI2014 Matrix -MS WeighL'119lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 12=1VIechanical, 7=Mechanical Max Hom 12=97(1_C 9) Max Uplift12---314(1_C 4), 7=245(LC 4) Max Grav12=919(LC 1), 7=919(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 01b) or less except when shown. TOP CHORD 1-12=9211356,1-2=937/327, 2J=937/327, 3-4=937/327, 4-5=6721247, 5-0=8031243, B-7=9071267 BOT CHORD 10-11=271/937, 9-10=-2711937, 8-9=271/937 WEBS 1-11=-03211236, 2-11=-MB/288, 4-8=-350/143, 6-8=215/B06 Structural wood sheathing directly applied or 4-3-4 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: l l-12. NOTES- 1) Wind: ASCE 7-10; VuR=960mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16R Cat II; Exp C; Encl., GCpi=0.16; 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 psi 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 hearing plate capable of withstanding 100 Ile uplift at joint(s) except ()t=lb)12=314, 7=245. LOAD CASE(S) Standard 0�. VXGENS�.`��i�/ PE M* I -O % STATE ON ` ORIO N� 30 Joe truss; Iruss lype y AVALON-MMCK"R cs Roof Spedal Girder 1 1 Job Reference (optional) Scuthm nose. FL 3x6 = IA II 3x5= Us = Dead Load Deft. -1/8 in 6.00 12 4.5 = 21 22 23 11 24 25 10 26 9 27 28 29 8 7 12 4x8 = 4z5 = 3x6 II 1z4 II 4x8 = 2x6 II 631 12-5-1 18-8-8 6-I 8-3-7 I 0.-a Plate Cffsets (XY— f4:0-1-12 0.1-81.15:0-3-00-2.41 f8:0-40 D-1-81 f11:030 6-1-81 I12:0.3-0 D-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Udefl L/d PLATES GRIP TCLL 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 Ina NO WB 0.92 Horz(CT) 0.04 7 rda n/a BCDL 10.0 Code FBC2017frP12014 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 W'2x4 SP No.2 REACTIONS. (size) 12=Mechanical, 7=11vechanical Max Horz 12=47(LC 22) Max Uplif:12=765(LC 4), 7=-684(LC 4) Max Grav12=1997(LC 1), 7=1864(LC 1) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-12=1836/822, 1-13=2426/931, 13-14=2426/931, 14-15=2426/931, 2-15>2426/931, 2-16=2426/931, 3-16=2426/931, 3-17=2426/931, 4-17=2426/931, 4-18=1018/394, 18-19=1018/394,19-20=1 D18/394, 5-20=1018/394, 5-6=1127/408, 6-7=1899/663 BOT CHORD 11-24=10362735, 24-25=1036/2735,10-25=1036/2735, 10-26=103612735, 9-26=10362735, 9-27=10362735, 27-28=10362735, 28-29=10362735, 6-29=1036/2735 WEBS 1-11=10592760, 2-11=904/621, 4-11=3611154, 4-9=01526, 4-8=20061789, 6-8=-027H739 Structural wood sheathing directly applied or 4-3-11 ac pudins, except end ver8cals. Rigid ceiling directly applied or6-fl-0 oc bracing. 1 Row at midpt 1-12, 4-8 NOTES- 1) Wind: ASCE 7.10; Vu1r160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16f; Cal. II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonoonwrrent with any other live leads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt4b)12=765, 7=684. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)150 lb down and 163 lb up at 0-94, 137 lb down and 168 lb up at 2-94, 137lb down and 168 lb up at 444, 137lb down and 1681b up at 6-9-4.137 lb down and 168 lb up at 8-94,137Ib down and 168 lb up at 10-94, 137 lb down and 168 lb up at 1244, 137 lb down and 168 lb up at 14-94. and 137 lb down and 168 lb up at 16-94, and 137 lb down and 168 lb up at 18-8-8 on top chord, and 99 lb down at 0-9-4, 91 lb down at 2-94, 91 lb dow�\\1 B at 4-94, 91 lb down at 6-9-4, 91 lb down at 8-94, 91 lb down at 10-9-4. 91 lb down at 12-94, 91 lb down at 14-94`r , and 91 lb dow\P.N� 16-94, and 91 lb down at 18-94 on bottom chord. The deslgnlselecdon 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). LOAD CASE(S) Standard PE 7 1 _ 1) Dead +Reef Live (balanced): Lumber Increase=1.25, Plate Increase='125 t Uniform Loads (pif) �F 1 J — Vert:1-5>70, 58>70, 7.12=20 — I "`-----------ttt��� -O t\ STATE ON ` Continued on page 2 31 Job 7 N59 Ype Y AVALON-AMERICPN"R C5 RoofSpetialGWer 1 1 Job Reference (optional) Seelhere Tress, FL Pierce, FL, 34951 Ren:!J 3OS OG 21281ePMCtl.230¢[#I21201e MIIeIt NGusNw,lnc 1hUNrV2989A1:332UIB FA9�2 ID:25Ys9447kmmi2g5MnodCoyODm-FwLVGmN]B_mW w03kBVKEAf44s RJF45wXcWyENzG LOAD CASE(S) Standard Concentrated Loads (lb) 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=W(F) 21=6B(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) Z I/ PE 76951 .0 % STATE 0g %�O.o �` �`ORID P • ���� O fNA"�NG\\\��� e N55 runs ype y AVALON-AMERICANA-GR CJS DIAGONAL HIP GIRDER 2 1 Job Reference (op8ona0 sowrem 1 nuM, FL Plum, FL. MB51 Plate Offsets (Y Y)— f5:0-2-3.13-"! LOADING(psf) SPACING- 2-0A CSI. DEFL. in (loc) Odell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.29 Vert(LL) -0.19 4-11 >428 240 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.22 Vert(CT) -0.22 4-11 >370 180 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) 0.02 2 nla n/a BCDL 10.0 Code FBC20171 P12014 Matrix -MP Weight 31 1b FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 GOT CHORD 2x4 SP M 31 OTHERS 2x4 SP No.2 *Except* 02: 2x4 SP No.3 REACTIONS. (sae) 3=Mechanical, 2=0-10-15 (min. 0-1-8), 4=Mechanical Max Ho¢2=197(LC 4) Max UpIM3=161(LC 8), 2=335(LC 4) Max Grev3=182(LC 31), 2=464(LC 31), 4=112(LC 27) FORCES. (Ib) - Max Comp.IMax. Ten. - A11 forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=5.Opsf; h=16ft; Cal. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Referto girder(s) for truss to truss connections. 4) Provide mechanical onnec8on (by others) of truss to bearing plate capable of withstanding 100 lb upltft at joint(s) except at -lb) 3=161. 2=335. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)112 lb down and 141 lb up at 1-6-1, 112111 dawn and 141 lb up at 1-6A, and 82 It, down and 82 lb up at 4-4-0, and 82 Ib down and 82 to up at 4 4-0 on top chord, and 37lb down and 93lb up at 1-6-1, 37 lb down and 93 lb up at 1-&l. and 33 lb down and 516 up at 4-4-0. and 33 lb down and 5lb up at 44-0 on bottom chord. The design/selection of such connection devlm(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fmnt (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert 1$>70, 4-9=20 Concentrated Loads (Ib) Vert 12=119(F=60, B=60)14=103(F=51, B=51) \GENS- 1 t- t -O t` STATE 0 �. GRID 32 O N3e fuss type y AVALON-AMERICMA-GII GH2 DIAGONAL HIP GIRDER 1 1 Jab Reference o tional Scan. Truss, FL Pierce, FL, 34951 I LOADING(pst) SPACING- 2-0-0 CSI. DEFL, in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.75 Vert(LL) -0.15 4-11 >472 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.15 4-11 >454 180 BCLL 0.0 Rep Stress Inv NO WB 0.00 HOrz(CT) 0.02 2 We Na BCDL 10.0 Code FBC20177rP12014 Matra -MP Weight: 27 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc pudins. SOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No-2 *Except* 02: 2x4 SP Nc.3 REACTIONS. (size) 3=Mechanical, 2=0-10-15 (min.0.1-8), 4=Mechanical Max Horz2=177(LC 20) Max Uplift3=145(LC 8), 2=321(LC 4), 4=11(LC 17) Max Gmv3=158(LC 31), 2�416(LC 31), 4=128(LC 20) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 buss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joints) 4 except Qt=lb) 3=145, 2=321. 5) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s)112 lb down and 141 lb up at 151, 112 lb down and 141 lb up at 151, and 8216 down and 82 lb up at 4-4-0, and 82 to down and 82 lb up at 4-4-0 on top chord, and 37 lb doom and 93 lb up at 1-6i1, 37 lb down and 93lb up at 1-8-1, and 33 lb down and 51b up at 44-0, and 33 lb down and 5 Ib 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 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=11g(F=60,8=60)14=103(F=51,B=51) 33 job Inuss rus5 iype y AVALON-AMFRICANA-GR D1 M=Dpitch 1 1 Jab Reference o tlonal Sou Truss, FL Pierce, FL, 34951 3x4 II ffi6 II 6.DDF12 6 3x4 = 1x4 II 3x4 = 7-9-3 I 1538 1,G0-0 7-9-3 7-1:5 Dead Load DeD. = 1/16 in Plate Offsets ()(Y)— ry:0-3-0 0-0-41 18:038 0-0-01 19.0.1.12 0-1-81 f11:0-2-30-0-81 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in Poo) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.73 Vert(LL) 0.09 10-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.17 SAO >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress lnrr YES WB 0.31 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrbc-MS Weight 94 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD AOT CHORD 2x4 SP No2 *Except* B2:2x4 SP No.3 • BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SF N0.3 REACTIONS. (size) 7=1viechanical, 2=0-8-0 (min. 0-1-8) Max Horz2--43B(LC 8) Max UPUft7=-337(LC 8). 2=200(LC 8) Max Gmv7=7D4(LC 1), 2-867(LC 1) FORCES. (lb) -Max. GompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2.3=1002/113 BOT CHORD 2-10=-3891799, 9-10=3B97799, 8-9=155/452 WEBS 3-10=0/344, 3-9=B10/391 Structural wood sheathing directly applied or 4-11-2 oc puriins, except end verticals. Rigid ceiling directly applied or 9-0-15 oc bracing. 1 Row at midpt 3-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=5.Dpsf; BCDL=5.Opsf, h=16t Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (j --Ib) 7=337, 2=200. LOAD CASE(S) Standard PE t � 1 -O t\ STATE 0 j0X' Air - - ORID //ccs`%NA I `ENG�\\\\� 31 e N5a NSs ype Y AVALON-AMERICANA,GR D2 Monopith 2 1 Job Reference fo _onal S". Truss. FL Ferce, FL, U951 Zx4 II 6.00 1-2 7 3z4 = 3z611 1z4 II LOADING(psf) SPACING- 24-0 TCLL 20.0 Plate Grip DOL 1.26 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress lnv YES BCDL 10.0 Code FBC2017/fPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' B2: 2c4 SP M 31, 64,F2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=10echanical, 2=D-8-D (min. D-1.8) Max Horz2-438(LC 8) Max Uplift8=337(LC 8), 2=200(LC 8) Max Gmv8=704(LC 1), 2=867(LC 1) CSI. DEFL in (loc) Ydefl L/d TC 0.83 Vert(LL) 0.4011-12 >473 240 BC ' 0.79 Vert(CT) -0.5611-12 >342 180 WB 0.47 Horz(CT) 0.18 8 n/a n/a Matrix -MS Dead Load Deli. - Vie in 14 N PLATES GRIP MT20 244/190 MT20HS 1871143 Weight 112 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end vedicals. BOT CHORD Rigid ceiling directly applied or 9.7.3 oc bracing. Except 6-0-0 oc bracing: 9-10 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-685/0, 3-4=1220/261, 4-5=-076/42, 5-6=-45963 BOT CHORD 2.14=3151522, 13-14=315/522, 12-13=206/380, 3-12=192/515,11-12=511/1047, 6-9=1801514, B-9=166/337 WEBS 4-11=01262. 9-11 =527/1047,4-9=771/373, 6-8=685/338, 3-14=549/310 NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=161t; Cat I I; Exp C; End., GCpi=D.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 nonconcumerd 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 atjoint(s) except Gt=ib) 8=337, 2=200. LOAD CASES) Standard S's JOID Truss Inuss lype y AVALOr4AMERICANA-0R 03 Monopildi 1 1 Jab Reference (optimal) J Mem Iron I K Me .rL. JV l NOP2X STP= 1x4 II 2 1 axe MT201+s 1 x i 15 14 3X4 = 3X5 II 1x4 II 2A 11 6.00 12 7 3X4 4 6 3x5 i 3X4 G 5 4 10 4 N STP 4x6= 6 11 3X4 = 12 2X II 44= 1X411 1x411 1X4 II 1 1t to We 1 5�3W I4 N Dead Land Defl. - 5116 in Plate Offsets (X Y)- 110:0-6-4.0-2-01 113:0-0-0 0-0-81 fl4:0-2-4 D-0-41 f16:0-2-3.0-0-81 LOAOING(psf) SPACING- 24)-0 CSI. DEFL in (loc) Vdefl I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.39 12-13 >468 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.54 12-13 >339 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inca YES WB 0.40 HOrz(CT) 0.16 8 n/a We BCOL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 1111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP 131, 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=0-9-0 (min. 0-1-8), 90-8-0 (min. 0-1.8) Max Horz2=43B(LC 8) Max Uplifl8=116(LC 8). 2=190(LC 8). 9=231(LC 8) Max Gmv6=153(LC 1), 2=842(LC 1), 9=577(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=656/0, 3-0=11461231, 4-5=-436133, 5£=-415/54 BOT CHORD 2-15=-3061500, 14-15�306/500, 13-14=199/364, 3.13=174/469, 12-13=4831979, 6-10=121/358, 9-10=152I289, 8-9=153/291 WEBS 10-12=5031993, 4-10=7061338, 6-8=5481286, 3-15=527/301 Structural wood sheathing directly applied or 2-9-12 oe pudins, except end verticals. Rigid ceiling directly applied or 9-10-8 oc bracing. Except: 6-0-0 oc bracing: 10.11 NOTES- 1) Wind: ASCE 7-10; VuIY-160mph (3-second gust) Vesd=124mph; TCDL=S.Opsh BCDL=5.OpsF, h=161t; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless othenvise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live Icad noncencument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of vAthstanding 100lb uplift atjoint(s) except (it -lb) 8=116. 2=190, 9=231. LOAD CASE(S) Standard t I,/ PE 7fi1451 k -O t\ STATE O ; i ORIO . SS�ONA11ENG\\\\\\ G job Truss Iruss lype AVALONr1MERICANAGR DC Mowpa 1 1 Jab Reference (optional) Soa ern Tru., FL PL=, FL. M951 Run: 8.00 F12 3x443A= 2x4 II 3x4 = 3x5 II r 1. e 1x4 II 1-8-6 2-&0 8-0-0 t3-0-0 153_i Dead Load Def. = 5116 in Plate Offsets MY)- 17:0-2-0.0-2-81 111:0-6-4 0.2-01 f14:0-4-0 0-OA1 115:0-2-0.0-0-47 r17:0-2-3 0-0-81 LOADING(psf) SPACING- 24)-0 CSI.LVH L in goo) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80LL) 0.38 13-14 >475 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76DT) -0.54 13-14 >339 180 MT20HS 187/143 BCLL 0.0 Rep Stress; Ina YES WB 0.48CT) 0.17 9 Na Na BCDL 10.0 Code FBC2017JTP12014 Matrix -MS Weight 110lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No2 *Except' B2: 2x4 SP M 31, B4,F2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0 (min. 0-1-e), 2=0-8-0 (min. 0-1-8), 10=D-B-0 (min. 0-1-8) Max Horz2-392(LC 8) Max Uplift9=90(LC 4), 2=210(LC 8). 10=239(LC 8) Max Gmv9=13B(LC 1), 2=841(LC 1), 10=592(LC 1) FORCES. gb) - Max CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-65510, 34-1143/269, 4-5=380/43, 5-6=359164 BOT CHORD 2-16=296/499,15-16>296/499, 14-15=1941363, 3-14=1721468, 13-14=-4721977, 6-11=102/323 WEBS 4-13=0/279, 11-13=460/907, 4-11=789/380, 6-9=519249, 3.16=526/297 Structural mod sheathing directly applied or 2-9-12 oc pur ins, except and verticals. Rigid ceiling directly applied or ID-0-0 oc bracing. Except 6-0-0 oc bracing: 11-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIr160mph (3second gust) Vasd=124mph; TCDL=5.Cpsf, BCDL=S.Dpsf, h=1M Cat. IT; 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 1 D.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 Ib uplift at joint(s) 9 except gt=1b) 2=210. 10=239. LOAD CASE(S) Standard si- Job Truss inuss lype Ury AVALON-AMFAICANA�R Ds Monopitch IMY 1 1 Job Reference (optional) aoumam rues, n nerca, ram, seam nun:6 e u s ua n [ultl vnM alto s rYt 212018 hKTaK IMustriea, Ina Tbu Nav 29 09:01:392018 Page 1 ID:25Ys9447kmmi2g5MnoriCoyODa-44imWuf8K k4hRS31JrbkbUB6V3WNFuBS1 NrpAyMyw ' zMe I -0I W1 -0 3x4 = 3x4 = 2x4 II 1-1 -M W11M w621-0M4-0 Dead Load Defi. = 5Hfi in Plate Offsets MY)— 15:0-2-0.0-2-81 110:0-6-00-2-41 113:D-0-0.0-0-81,114:0-24 D-Odl. I16:0-2-3 0-0-81 LOADMG(psf) SPACING- 24)-0 CSI. DEFL in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.85 Vert(LL) 0.37 12-13 >486 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.5412-13 >338 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.47 Horz(CT) 0.17 8 rda nla BCDL 10.0 Code FBC2017frP12014 Mabx-MS Weight106lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' B2: 2x4 SP M 31. 34,F2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (sae) 8=0-8-0 (min. 0-1-8). 2=0-8-0 (min. 0-1-8), 9=D-6-0 (min. 0-1-8) Max Horz2=342(LC 8) Max Uplift8=126(LC 4), 2=225(LC 8), 9=224(1-C 8) Max G2vB=145(LC 18), 2=840(LC 1), 9=616(LC 1) FORCES. (Ib) - Max. CompJMa c Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=655127, 34=1137f290, 4-5=383/87, 5-6=258/101 BOT CHORD 2-15=262/500, 14-16=282/500, 13-14=185/363, 3-13=155/459, 12-13=-440/969, 6-1 D=981308, 9-10=99/260, 8-9=100261 WEBS 4-12=0283, 10-12=429/888, 4-10=771/367, 6-8 5051195, 3-15=-527289 Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 10-11 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=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) 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 noncencunent 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 (R--lb) 8=126, 2=225, 9=224. LOAD CASE(S) Standard \GENSF`.���� I STATE ON i� c Air-ORIDP�a��� - s/ONA1�NG\\\��� Job Inuss I rus5 lype ny y AVALOWAMERICANA�R D6 Monopitd, i 7 Job Reference o lional SouMem Truss, FL Pierce, FL, 34951 I 314 = — e u 3x4 = 3x4 = 24 II Dead Load Defl. - 5116 in LOADING(psf) SPACING- 2-0-0 CSL 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 M1720 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.5512-13 >333 180 MT2OHS 187/143 BCLL 0.0 Rep Stress Inv YES WB 0.43 HOa(CT) 0.18 8 We nla BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or2-2.0 oc pudins, except EOT CHORD 2x4 SP No.2 •Except end verticals. B2:2x4 SP M 31, B4,F2: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 640-0 oc bracing: 1G-11 OTHERS 2x4 SP No.3 REACTIONS. (s¢e) 8=0-54) (min. 0-1-8), 2=0-8-0 (min. 0-1-8), 9=0-8-0 (min. 0-1-8) Max Hoa2=292(LC 8) Max UpIiR8=190(LC 6), 2=229(LC 8), 9=289(LC 8) Max Gmv8=88(LC 8), 2=832(LC 1), 9=796(LC 1) FORCES. (Ib) - Max CompJMax.Ten. - All forces 250(I1b) or less except when shown. TOP CHORD 2J=650/54, 3-0=11041275, 4-5=380/125,-�6=279/108 BOT CHORD 2-15=259/498,14-15=259/498, 13.14=168/360, 3-13=112/428, 12-13= 3731936, 9-10=109292, 8-9=110f294 WEBS 4-12=0298, 1D-12=-336!/97, 4-10=7121335, 6-8=493/180, 3-15=524271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.Opsf; h=16ft, Cat. 11; Exp C; End., GCpi=0.18; MN/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 nonconcurtent 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 -lb) 8=190, 2=229, 9=289. LOAD CASE(S) Standard STATE O`F f dr �1rP SS/ONA i 3g Job NSa Nss yp8ly AVALON-AMERICANA-GR O7 MMOpltch 1 1 Job Reference o tional SmAhem Tmu. FL Pierce, FL, a4951 i 4.8 = Ax9 = .... .. -..- 3x4 = 2x4 II 141-6 84-0 134-0 15-3-8 16-0-0 1-l46 0.11-101 Ssa s4-0 I 1-11-8 to- e Dead Load Defl. = 5116 in Plate Offsets (XY)— (3:0312 0-1-e1, f4:D-54 0.2-01 17:0-1-12 0-1-81, f9:0-64,0-2-01 f12:D4-0.0-0-87 ry3:0-2A.0-0-41 I150-2-3,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.36 11-12 >502 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.5711-12 >318 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WS 0.33 Horz(CT) 0.18 7 We nla BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight 97 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied, except end ver8cals. 130T CHORD 2x4 SP N0.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: B2: 2x4 SP M 31, &4,F2: 2x4 SP No.3 6-0-0 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=0-8-0 (min. D-1-8), 8=0-e-0 (min. 0-1-8) Max H=2=242(LC 8) Max UpI817=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. 0b) - Max. CompJMax. Ten. - Al forces 250 (lb) or less except when shown. TOP CHORD 2-0=-660/82, 34=1085/262, 4-5=6401202 BOT CHORD 2-14=240/510,13-14=240/510, 12-13=1531365, 3-12=118/393,11-12=2851912, 8-9=186/510, 7-8=186/511 WEBS 4-11=01286, 9-11=2851863, 4-9=-418/191, 5-7=714/256, 3-14=534258 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vut1=160mph (3-second gust) Vesd=124mph; TCDL=S.Dpsf; BCDL=5.Dpsf; h=16fq CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) except (jt=1b) 7=131, 2=231. 8=212. LOAD CASE(S) Standard ENgF/i PE M* -0 ` STATE ON S0 �0NA i 1E�G 40 o as russ ype y AVA ON-AMEmCAN R OB Half Hip Girder 1 1 Job Reference o tional ID:25ys9447kmmi2g5MnodCoyODrx-0SgXxagOu_owlcSsku3g07_dylghrCM1lRvlsyt2y Nyu -2-00 - 6-0-01a7-12 15-341 16-0-0, B-0.0 47-12 1 47-12 10 8-8 LOADING(psf) SPACING- ' 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL I 1.25 BCLL 0.0 Rep Stress Ina NO BCDL 10.0 Code FBC2017f P12014 LUMBER - TOP CHORD 2x4 SP No.2 'BOT CHORD 2x4 SP No2 *Except' B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 4x7 = tx4 II 3x4 = 2x4 II 3 17 18 4 19 20 5 6 CSI. DEFL in (loc) We0 lid PLATES GRIP TC 0.47 Vert(LL) 0.0411-16 >999 240 MT20 2441190 BC 0.40 Vert(CT) -0.0711-16 I >999 180 WB 0.28 Horz(CT) -0.01 2 n/a rda Matrix -MS Weight: 85 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc pudins, except end verticals. BOT CHORD Rigid ce0ing directly applied or ID-0-0 oc bracing, Except 6-0-0 i bracing: 7-8. REACTIONS. (size) 7=D-8-0 (min. 0-1-8), 2--0-8-0 (min. D-1-8), 8=D-e-0 (min. 0-1-8) Max Horz2=192(LC 8) Max Uplift7=104(LC 1), 2=229(LC 8), 8>348(LC 5) Max Gmv7=87(LC 4), 2=759(LC 1), 8=782(LC 32) FORCES. (Ib) - Max. CompJMax. Ten. - Ail forces 250 Qb) or less except when shown. TOP CHORD 2-3=— 5/23B, 3-17=-6D5f227,17-1 B=605f227, 418=6051227, 419=-605/227, 19-20--605227, 5-20=-6051227 BOT CHORD 2-11=2491681, 10-11=2471691, 5-8=701f350 WEBS 4-10=295212, 5-10=283r733 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.Dpsf; BCDL=5.OpsF, h=16ft; Cat II; Fxp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Prcvide 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 pad bottom chord live load nonconcurent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=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 end 42 lb up at 6-0-0, 114 Ib dawn and 42lb up at 8-0-12,1141b down and 421b up al 10-D-12,114 Ib down and 42lb up al 12-0-12, and 114lb down and 42lb 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). 1111111, r I; PE 76091 � LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=U5 Uniform Loads (plf) Vert 1-3=70, 3-0=70, 9-14=20, 7-8=20 Concentrated Loads Qb) Vert 3=42(B)6=17(B)17=42(B)18=42(B)19=42(B)20=42(B) A, 0 1 STATE Og 44 Job Iruss 1 cuss type Y AVALON-AMERICANA-GR D9 MONOPITOH GIRDER 1 2 Job Reference o tional Souinem I Ms, FL Maim. 1-1-. a Ub1 nu •• . •• •- ' ID:25Ys94471mImi2g5MnoriCoyODrx-yrxHMFieODEW821r 97U9fOk6Vj,126k4iL3yxy Nys 53-3 10.3-a 15-3.12 ba 5-33 505 tfr S65 7-2d aka II =nnr US 6 Dead Load Deb.=lH6in 3x4= 2W 11 Exit= 2x811 15 S35 163e 15 12 15.7,12 W3 Sa5 SP5 tl D c-1D< Plate Offsets (XY)--14'0-1-1z0-1-8t 15'D-1-120-1-81f7'D-3-004-41 r8'0-7-80.2.81 r10'0-"0-2-41 r1r0-2-004-81 LOAOING(psf) SPACING- 24)-0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.09 11-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.49 Vert(CT) -0.15 11-12 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.56 Horz(CT) 0.02 10 n/a n1a BCDL 10.0 Code FBC20177fP12014 Matrix -MS Weight 271 lb Ff=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD •BOT CHORD 2x6 SP No.2'Except' Bt: 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 ,REACTIONS. (sae) 1=0-8-0 (min. 0-1-8), 10=04-0 (min. 0-2-9) Max Horz1=409(LC 21) Max Upliftl=724(LC 8), 10=2540(1-C 8) Max Grav1=2319(LC 1), 10=6203(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=4817/1526, 2-3=2891/837, 3A=27501849, 4-5=269/427 BOT CHORD 1-12=1689/4230, 12-16=168914230, 16-17=1689/4230, 11-17=%89/4230, 8-10=48482109, 5-8=1729MT7 WEBS 2-12=515/1496, 2-11=19431822, 4-11=-1027/2951, 4-8=342011339, 5-7=-60611159, 8-11=10322625 Structural wood sheathing directly applied or 5-6-13 cc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 cc bracing: 7-8. 6-M cc bracing: 8-10 NOTES- 1) 2-ply truss to be connected together with 10d (0.131-x3-) nails as follows: Top chords connected as follows: 2x4 -1 raw at 0-9-0 oc. Bottom chords connected as follows: 2x6-2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 -1 now, at D-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh, BCDL=S.OpsF h=16ft; Cat. 11; Exp C; Encl, GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconctmant with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift atjolnt(s) except (jt=lb)1=724, 10=2540. 7) Hanger(s) or other connection devices) shalt be provided sufficient to support concentrated load(s)1977 lb down and 785lb up at 7-0-12, 899 lb down and 334 lb up at 9-0-12, 8991b down and 337 lb up at 11.0-12, 89911, down and 339lb up at 13-0-12, and 870 lb down and 313 lb up at 15-1.0, and 1495lb down and 726 lb up at 16-4-4 on bottom chord. The design/selection of such connection device(s) Is the\\ N M B( responsibility of others.\\`\p`� ---- \GENS LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 PE Uniform Loads l—<�r`(jF(� 1 Vert1L6=ds, 10-13=20, 9-10=20, 7-8=20 M Concentrated Loads Qb) Vert.7=1495(B)10=870(F)16=1977(F)17=899(F)18=899(F)19=899(F) -O t` STATE 0g ` DRIDA����� //FSS/ O NIAL ` 7- o mae mss lype AVA 014-AMERICWA-GR D10 Hatt Hb GWfir 1 2 Job Reference o tionai soumem truss, FLHierce. soael nID25Ys9441kmmi2g5MnorlCoyODrx-OlVRbiG9XMMnM" tRmRIB9QWkl2RXtbJSCUNy Nyr -2-0-0 4-9-0 &7-12 124-12 1&3-8 2-0-0 49-0 e-1612 &9-0 3-10-12 4x8 = 17 lx4 II 19 Dead Load Defl. = 118 in mI HS= LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Poe) Ildefl Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.11 10-11 >999 240 MT20 2441190 TCDL 15.0 I Lumber DOL 1.25 BC 0.85 Vert(CT) -0.1910-11 >995 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.83 Hoa(CT) 0.04 7 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weighb200lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc puriins, except -SOT CHORD 2x6 SP M 26 *ExcepC and verticals. B2: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP. No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=D-M (min. 0-1-8) Max Horz2=161(LC 21) Max Upiio7=1516(LC 5), 2=1191(LC 8) Max Gmv7=4942(LC 1). 2=3511(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-6671/2311, 3-17=653512276, 3-4=793412640, 4-5=7934/2640 BOT CHORD 2-20=2097/5882, 11-20=209715BB2, 11.21=2126/5964, 10-21=2125/5964, 10-22= 188816045, 9-22=1888/6045, 9-23=188816045, 8-23=1888/6045, 8-24>1888/6D45, 24-25=188a/6045, 25-26=188B/6045, 26-27=188816045, 7-27=1888/6045 WEBS 3-11=493/1411, 3-10?663/2339, 5-10=9D312269, 5-8�47412294, 5-7=711912221 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131k3) nails as follows: Top chords connected as follows: 2x4 -1 row at D-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oa Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 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 (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.0psf; h=161t; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless othenvise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl vdth any other live loads. 7) Refer to girder(s) for thus to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at --lb) 7=1516, 2=1191. 9) Hanger(s) or other connection devices) shag be provided sufficient to support concentrated Iced(s)130 lb down and 152 lb up at 4 4�; and 115 lb down and 132 lb up at 12-8-12, and 86lb down and 106 lb up at 14-8-12 on top chord, and 7101b down and 288lb up41-1-4 1844lb down and 704 lb up at 7.0.12, 899 lb down and 265 lb up at 9-0.12, 8991b down and 235 lb up at 11b12. 460 lb d d lb up at 124i12, 899 lb down and 210 lb up at 13-0-12, and 47lb down at 14-6.12, and 901 It, down and 236 lb up at 15-0-1 o tc chord. The design/selection of such connection davice(s) Is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 \ �� p-' ��GENgF.\ m PE 7 1 L A..* ro 1\ srnrE 0 ; �3 job Iruss Iwo AVALONAMERICANAGR D10 Hatl Nry G'uder 1 2 Job Reference o tlonal Sa.ftm Truss, FL Pierce, FL, M951 Nun: 5230a = 21 2015 Pont a.zsU s Va 21201 a Mi I ek lnausWe% InF Thu Nw 29 U9:01:44201 a Pa e2 ID:25Ys9447kmmi2g5MnwlCoyODm-QIVRbjG9XMMnCK1YtRmRfB90Wkl2RXtbJ5cUNygt yr LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=70, 3-6=70, 7-14=20 Concentrated Loads (lb) Vert 17=44(F)16=111(F)19=61(F) 20=710(F) 21=1844(B) 22=-699(B) 23=899(B) 24=-460(F) 25=899(B) 26=26(F) 27=-901(B) O N55 Nos type Y AVALON-AMERICANA-GR 011 Roof Special Ginter 1 1 Job Reference o tonal Scuthem Ttuse, FL Pien e, FL, 34951 Run: 8330 a Oct 21 2018 Prmt a.230 s Oct 21 2018 MRe Indusbres, Ina Thu w 29 o9:01F52018 Page 1 ID:25Ys9447kmmi2g5MnwlCoyODac D32nxkuwgVDPMvD5ayl_skC2v64n4hOgzg9OpyENyq r me 611-8 s41-e a3-o a 54x4 = 10 3x4 = 2 a Dead Load Den. = 3116 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.20 4-5 >311 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.29 I 4-5 >257 180 BCLL 0.0 Rep Stress Ina NO WB O.OD Horz(CT) 0.00 7 We Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 59 lb FT=20Y LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-11-8 oc puriins, except -BOT CHORD 2x6 SP M 26 end verticals. WEBS 2x4 SP Nm3 BOT CHORD Rigid ceiling directly applied or 154 D-8 oc bracing. OTHERS 2x6 SP. No.2 WEBS 1 Row at midpt 2-5 -REACTIONS. (size) 5--Mechanical, 7=0d0 (min. 0-13) Max UpIMS-- 713(LC 4), 7=544(LC 5) Max Grav5=1508(LC 1), 7=1141(LC 1) FORCES. (lb) - Max CompJMax.Ten.-All forces 250(lb) orlessexceptwhen shown. TOP CHORD 4-7=3881889, 6-7=2521156, 2.6=2521156 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft: CaL II; Exp C; End., GCpl=0.t8; 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 nonconcurent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoird(s)7 considers parallel to grain value using ANSlfrPI 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 100 lb uplift atjoint(s) except at -lb) 5=713, 7=544. 7) Hanger(s) or other connection devica(s) shall be provided sufficient to support concentrated load(s) 689 Ile down and 352 lb up at 0-7-12, and 68416 down and 357lb up at 2-7-12. and 684 lb down and 357lb up at 4-7.12 on bottom chord. The deslgniselecton 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 (13). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inomase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1.2=40, 23=70, 4-5=20 Concentrated Loads (lb) Vert 5=689(B) 9=-684(B)10=-684(B) Bt ///� ��GENs����i PE 7SI �t n -D 1 STATED r� D� 4 �- Job I rUss truss lype y AVALON-AMERICANAGR Et COMMON 1 1 Job Reference (optional) smxnem rrvss, t� l+erm. ram, sax�r 44 = 4 6 Id .._ 10 II —- 1x4 II LOAOING(psf) SPACING- 2-0-0 CS1. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.07 7-8 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(CT) 0.00 7 We We BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 461b FT= 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or B-0-0 oc purlins. -BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied Or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS ZA SP No.3 -REACTIONS. (size) 9=0-8-0 (min. 0-1-8), 7=0-8-0 (min. 0-1-8) Max Horz9=89(LC 10) Max Uplffi=-330(LC 8), 7=239(LC 9) Max Grav9=666(LC 1), 7=430(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - Al forces 250 (Ib) or less except when shown. WEBS 3-9=-401l314,5-7=3151267 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,Opst h=1M Cat. 11; F-xp 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 psf bottom chord live load nonconcument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) except Ut=lb) 9=330, 7=239. LOAD CASE(S) Standard 0�� \XCENS- i PEA � _ t -O 1` STATE O1 ///iFss/oNA ORM 4S job Nss Iruss lype y AVALON-AMEMCANA,GR E2 Common 2 1 Job Reference foationall Sourbem Trusa, Ft Pleme, FL, 39951 4X4 = 2 Plate Offsets (XY}- 12:0-3-7,0-0-121. 17:0-2-3,0-0-81. 19:0-2-3,0-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.33 Vert(LL) 0.03 6-13 >999 240 MT20 244/190. 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 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20177fPI2014 Matrix -MS Weight 50 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 'BOT CHORD 2x4 SP 1,10.2 WEBS 2x4 SP No.3 OTHERS 2X4 SP No.3 -REACTIONS. (size) 2=0-8-0 (min. OA-S), 4=048-0 (min. 0-13) Max Horz2=73(LC 6) Max UPIi02=304(LC 8), 4=304(LC 9) Max Grav2=617(LC 1), 4=617(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-610/283, 34=-M0Y283 SOT CHORD 2-6=147/497, 4-6=147I497 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. 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 (3second gust) Vasd=124mph; TCOL=5.Opsf; BCDL=5.0pst h=16t . Cat 11; Exp C; Part. End., GCpl=0.55; MIWFRS (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 nonconcunent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) 2=304, 4=304. LOAD CASE(S) Standard L�CENS F i Z7 I; PE 76891 -O 1 STATE O / C'i�ss/oOAi 4� ion I russ I ype Lhy Y AVALON-AMERICANA-GR JTMSS E2E IF Common 9uwftd Gable 1 1 Job Reference o 'onal Sa . T.. FL Pier . FL, 34951 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SPACING- 241-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/IPI2014 Run: 4x4 = CSI. DEFL in (too) I/deft L/d PLATES GRIP TC 0.32 Vert(L-) -0.03 7 n/r 120 MT20 2441190 BC 0.08 Vert(CT) -0.05 7 Nr 90 WB 0.04 HOrz(CT) 0.00 6 Na We Matrix-S Weight 541b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-6-0. (lb)- Max Horz2=73(LC6) Max Uplift All uplift 1001b or less atjoint(s) except 2=116(LC 8), 6=130(LC 9), 10>104(LC 8), B=103(LC 9) Max Grav All reactions 250 lb orless atjoint(s) 9, 10, 8 except 2=329(LC 1). 6=329(LC 1) FORCES. (Ib) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown. 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; BCDL=5.Opsf; h=1611; Cat II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for %rind 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 oc. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcumanl with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116lb uplift at joint 2,130 Ib uplift atjoint 6, 104 Ib uplift at joint 10 and 103 Ib uplift atjoint B. LOAD CASE(S) Standard lip, In = 131` STATE O J zzl 4� o russ cuss ype y AVALON-AAIMCANA,GR E3 Common 1 1 Job Refen:nceo tional somern pugs. FL Vlenx. rL.. J9e01 rtun:o.touswua,arv¢e.auuswa, m,am,,vn memmes. m, ry u - , ID:25Ys94471anmi2g5MnorlCoyODm-JoL4PrmnDltoGpeonWcVMom7Aq_OnTWu3gd8y Nyn -2-0-0 5-3-0 10-6.0 12-6-0 r 2-0-0 I 53-0 5-3-0 20.0 4 44 = W II 138 1-7-8 6-3-0 MAI 10-6-0 13-e 3- L8 ~ 4-6-11 i 0& I9. II . Plate Offsets MY),- 12:03-7.0.0.121 rl 1:0-2-3 0-0-81 1[13:D-23.0-0-01 LOADING(psf) SPACING- 24)-0 CSI. DEFL. in Poe) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 9 >999 240 MT20 244l190 TCDL 15.0 Lumber DOL 1.26 SC 0.62 Vert(CT) .0.08 8-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.11 Horz(CT) 0.00 8 nla nfa BCDL 10.0 Code FBC2017lfPI2014 Matrix -MS Weight 511b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 •BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 .REACTIONS. (size) 10-0-8-0 (min. 0-1-8), 8=D-11-5 (min. 0-1-8) Max Horz76=73(LC 6) Max Upl'dt10�-335(LC 8), 8=303(LC 9) Max Gmv10=662(LC 13), 8=592(LC 14) FORCES. (Ib)-Max. CompJMaxTen.-All forces 250(Ib) orless erceptwhen shown. WEBS 3-10= 4161313, 5-8=422f356 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.0psh BCDL=5.Opsf; h=161k Cat. IC Exp C; ParL 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 pet bottom chord live load noncencurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 3351b uplift at joint 10 and 303 lb uplift at joint 8. LOAD CASE(S) Standard T I! PF 74,QGi `� -O 1 STTATE 0� � 0 Mn mes Ina y AVALOIAAMEMCANA-GR E4 Common Girds 1 I , Job Reference o tional eouVhrm Truss,FL Plaroe,FL. 34951 nun. ID25Ys9444kmmi2g5MnorlCoyODrx-n7JYdJnP_3TfisD_KQ7xBiVtO)CNsmciboN9ay ldym -2-0-0 1-64 53-0 10-6-0 2-PO 3-8-12 - 5-3-0 4x4 = 119 0.2- 53.0 �1-tl ,IFWI 2 3.&12 3-10� 1-0-e Plate Offsets (X Y1— 12.0-1-15 0-1-51 I5:0-1-9 0-0-121 110.0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Poe) 0defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(U.) 0.03 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.05 7-8 >858 180 BCLL 0.0 Rep Stress Inv NO WB 0.19 Hom(CT) -0.01 7 n1a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weight 471b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 9-11-10 oc pudins. BOT CHORD 2x4 SP No2 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 N0.31-1-10 r REACTIONS. All bearings 7-10-0. (Ib)- Max Horz9=89(LC 10) Max Uplift All uplift 100 lb or less stjoint(s) except 8=202(LC 8), 7=-409(LC 9). 9=339(LC 25) Max Grav All reactions 250 lb or less at joint(s) except 6=861(LC 1). 7=1191(LC 18), 7=1103(LC 1), 9=417(LC 13) FORCES. Pb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=273f715, 3-4=207n68, 45=219/730, M- 327/910 BOT CHORD 2-9=630f296, &g=630125B, 7.8=-630/258, &7=-608/200, 6-19=-608/200 WEBS 4-8=833/256, &7=7481340, 3-9=296/284 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=S.OpsF, h=1 Sit; Cat II; Exp C; End., GCpi=0.18; MIWFRS (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 nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 8, 409 lb uplift at joint 7 and 339 lb uplift at joint 9. , 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 970 lb dawn and 321 Ib up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASES) section, loads applied to the face of the buss are noted as front (F) or bark (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert 14=70, 4-6=70, 12-16=-20 Concentrated Loads Pb) Vert 19=970(B) M. S(� 'I / \--Z���. \GENSF.\1�/i ,1 n- _�. A.- * . "D STATE 0 N/1NA i IENG 4� ion I ross Truss ype y AVALON-AMERICANA-0R H1 Common 2 1 Job Reference L.edonal Snmham Truss. FL Piama, FL., 34951 2x6 6 3.4 II 44 = tx4 II 4-2-0 8-4-0 4-2-0 4-2-0 - - - 3A II f Dead Load Deb. - 1116In Plate Offsets (X.Y)— 11:Edge 0-1-121 13:Edce D-1-121 LOADING(psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.50 Ven(LL) -0.05 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.11 5 >B75 180 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 4 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight 36 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=Merhanical, 4=Mechanical Max Horz6=40(LC 4) Max Uplift6=90(LC 8). 4=90(LC 9) Max Grav6=362(LC 1), 4=362(LC 1) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=268/94, 2-3=268/94, 1-6=262f106, 34=262/106 Structural wood sheathing directly applied or 6-0-0 no, pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIY-160mph (3second gust) Vasd=124mph; TCDL=S.Opsh 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) This truss has been designed for a 10.0 Pat bottom chord live load nonconcu ent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to besting plate capable of withstanding 901b uplift atjoint 6 and 90 lb uplift at Joint 4. LOAD CASE(S) Standard ��. oGENS�.\ PE.* n M * ,a % STATE D �ORIDP����'N So o mss ruse ype y AVALON-AMFJIICANA-GR 112 Conan. 2 1 Job Reference o tional >oumem puss, r� nerve, ram. ,wmr o .... ID:25Ys9447kmmi2g5MnodCoyODrx-FBsxqfnilN7VJV7oBu7YAhwR9gwvh5LTm_EYwi1y Nyl 42-0 B4-0 42-0 4-2-0 4x4 = 2 I3 5 4 6 1x4 II 3x4 II 3x4 II Dead Load Defl.-11161n LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Ooc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(L-) -0.05 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.11 5 >875 180 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 4 n/a n1a BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Weight 36 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or S-0-0 cc pudins, except ' BOT CHORD 2x4 SP No2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 6=Merhanical,4=Mechanical • Max Hoa6=40(LC 5) Max Up8Rfi=90(LC 8), 4=90(LC 9) Max Grav6=362(LC 1), 4=362(LC 1) FORCES. (lb) - Mm ComplMax. Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 1-2--268/94, 2-0=268194,1-6=262/106, 3-4=2621106 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-seccnd gust) Vasd=124mph; TCDL=5.Dpsh, BCDL=5.Opst h=16R, Cat 11; Exp C; End., GCpi=o.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load 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 90In uplift at Joint 6 and 90 In uplift at joint 4. LOAD CASE(S) Standard �p �� �{z•SS-1(s ; � i�,c. •� ORIDP'��� Sl O N55 niss ype AVALON-AMERICANAGR Ha Common 1 1 Jab Reference (optional) SouNem 1 Mm. K neR rL, 3 U*l 4x4 = 9 2x6 II NOP2X STP= NOP2X STP= 2x5 II I;- LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ved(LL) -0.04 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.28 Vert(CT) -0.09 7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 6 Na n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -PAR Weight 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS. (size) B=04I-0 (min. 0.1-8), 6=0-8-0 (min. 0-1-8) Max Horz8=62(LC 6) Max Upll t8=169(LC 8), 6= 159(LC 9) Max GmvB=517(LC 1), 6=517(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=4291193, 4-6=429/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--160mph (3-semnd gust) Vesd=124mph; TCDL=S.OpsF BCDL=S.Opsf; h=161c CaL 11; Exp C; End., GCpl=0.16; 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 nonwnarreM with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 8 and 159 lb uplift at joint 6. LOAD CASE(S) Standard 0\ll I I I I////,/ at 2 L' 7 1 n- /1l.- 7t- 1, o ` STATE 09 1, �ORIDP:',Zz ��NA ��NG\\\\\\ SZ JobNSa N5a YPe Y AVALON-AMEMCANA-01 H3E Cemmw aeppaded Gabla 2 1 Job Reference o 8onal Southern Huss, FL wierce, FL., aasst ID:25Ys9447kmmi2g5MnodCoyODm-Ba_hFKpHG_NEIRxZOYaemUIXi kggwF72RY11mvy�Nyj -2-0-0 4-2-0 i SA-0 10-0-0 2-0-0 4-2-0 4-2-0 2k0 4x4 = 1� LOADING(psf) SPACING- 24)-0 CSI. DEFL. in (Ioc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.04 7 nlr 120 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.07 7 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.03 Hoa(CT) 0.00 6 n/a nla BCDL 10.0 Code FBC2017f P12014 Matrix-P Weight 45 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP Na.3 ' REACTIONS. All bearings 8-4-0. (lb) - Max Horz2=62(LC 6) Max Uplift All uplift 100 lb or less at joint(s)10, B except 2>119(LC 4), 6=128(LC 9) Max Grav All reactions 250 lb or less atjoint(s) 9, 10, 8 except 2=311(LC 1), 6=311(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.Opsf; BCDL=S.Opsf, h=16ft; CaL Il; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSl1TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 00. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of vdihstanding 100 lb uplift at joint(s)10, 8 except (jt=1b) 2=119 , 6=128. 8) Beveled plate or shim required to provide full bearing surface with buss chord at joint(s) 2, 6. LOAD CASE(S) Standard EN$F.\��/i r PE 7�1 n- v 1\ STATE 0 i�j/FSS/oNAI'�NG\\\��� S3 Job toss I mss I ype y AVALON-AMFJOCANA-GR H4G HaM Hip Girder t t Job Reference (options]) SouNem Truu. FL Pierce, FL, 34951 316 = 3x4 = Dead Load Del. =1116 in Plate Offsets MY)— 11:0-0-0,0-0-91 f3:0-2-00-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.06 6-9 >983 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC OA2 Vert(CT) -0:12 6-9 >447 180 BCLL 0.0 Rep Stress Inv NO WB 0.07 Hoa(CT) -0.02 4 Na nla BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 • REACTIONS. (size) 1=0-8-0 (min.0-1-8),4=Mechanical, 6--Mechanical Max Horz 1=106(LC 8) Max UpI1 tl=-113(LC 0), 4=149(LC 6), 6=268(LC 8) Max Gmvl=448(LC 1).4=124(LC 32), 6=730(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=342J225 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsF h=1 Sit Cat. ill; 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 ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb)1=113, 4=149;6=268. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)130 Ib down and 149 lb up at 4-8-4. and 81 Ib down and 96 Ito up at 4-2-8 on top chord, and 342 lb down and 1101b up at 2-0-12, and 345 lb down and 107lb up at 4-0-12, and 167 lb down and 17lb up at 4-2-8 on bottom chord. The designlselection 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=70, 3-4=-70, 5-7=20 Concentrated Loads (lb) Vert 3=62(13) 4-79(B)10=342(F) I1=367(F=-345, 13=22) S l eTruss rus5 I ypC AVALON-AMERICANALR A'Iark-C e fi 1 Job Reference o banal SouMem Truss, Ft. Picts, FL, 33951 rtun:o.wus �n c�cmernnc o.cws,.c,c, wio o.,,en,,,�,o.,r�. in, i hu Haw Z3Ua.,7..,..,,o •o ID:25Ys9447kmmi2g5MnoriCoyODm-7y6RgOrYobdy_k5y7zo6rmclTXLE09wLvsWOro Nyh LOADING(psf) SPACING- 24)-0 CSI. DEFL, in (loo) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 9 >999 160 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 2 rda n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight 10 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 SOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=1VIechanical, 2=0-6-0 (min. D-"), 4=Mechanical Max Ho22=76(1-C B) Max Uplifl3=42(1-C 1), 2=-149(LC B), 4=-64(LC 1) Max Gmv3=26(LC 10), 2=340(LC 1), 4=40(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or "-0 oc purtins. 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=5.Opsf; h=16f ; Cal II; Exp C; Part End., GCpi=0.55; 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 nonconcunpnt 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)dnt(s) 3,4 except at --lb) 2=149. LOAD CASE(S) Standard 0', VXGEN&4t' I D t` STATE ON i ORIDP'���� N ONA SS Joe mss cuss ype ply AVALON-AMFAICANAGR J2 Jack -Open 6 1 1 Job Reference (optional) Southem Truss. FL Perm. FL.. 349.51 Hun: Plate Offsets MY)— - 12:04-7 D-0-01 t5:0-2-3.0-OAl LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (toe) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(-L) -0.02 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 4 >947 1S0 BCLL 0.0 Rep Stress Inv YES WS 0.00 Hom(CT) 0.00 2 n1a We BCDL 10.0 Code FBC201711PI2014 Matrix -MP Weight 13 to 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=D-" (min. 0-1-8) Max Horz2=91(LC 8) Max Uplifl3=B(LC B), 2=113(LC B) Max Gmv3=3B(LC 3), 2=309(LC 1) FORCES. Vb) - Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.OpsF h=1SR Cat. 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 otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 100 lb uplift at joint(s) 3 except Qt=lb) 2-113. LOAD CASE(S) Standard S6 O russ ruse ype y AVALON�AMERICANA- J3 i:k-C en 6 1 Job Reference (optional) S=hem Truss. FL Pi=e. FL. M951 3-0-0 Plate Offsets (Y Y)— 12'0-1-7 G-1-11 15.0-2-3,0-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(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 Inor YES WB 0.00 HOrz(CT) 0.00 2 Na n/a BCDL 10.0 Code FBC2017/IP12014 Matrix -MP Weight 16 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=1VIechanical,2=041-0 (min.0-1-8),4=Mechanical ,. Max Horz2=146(LC 8) Max UpIM3=87(LC 8), 2=130(LC 8) Max Grav3=90(LC 13). 2=328(LC 1), 4=46(LC 3) FORCES. (lb) - Max CompJMax Ten. - All forces 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=S.Opsf, h=16ft; Cat. 11; Exp C; Part Encl., GCpi=0.55; 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 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) 3 except (it —lb) 2=130. LOAD CASE(S) Standard E t {,� PE 76651 STATEOg S�- Job N55 rusS ype y AVALON-AMERICANA-GR J4 Jack-0pen 1 1 Job Referent¢ (optional) SauMem Tn=, FL Pieim, FL. 34e51 LOADING(psf) TCLL 20.0 TCDL 15.0 SCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 . BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2017[rP12014 nun: nl.N a .11.1e rn. o.Glu a —n [ula `1'i. mau—P. Tc. inu nw xu vYuuouo uio ra e l ID:25Ys9447kmM2g5MnodCayODM-4LEC5IWKDtgD2FLFOPa BhDzL_zs30eMA7Fvgy Nyf CSI. DEFL in (too) Ildell Lid PLATES GRIP TC 0.33 Vert(LL) 60.02 4-9 >999 240 MT20 2441190 BC 0.22 Vert(CT) -0.04 4-9 >999 180 WB 0.00 Horz(CT) 0.00 2 Na We Matrix -MP Weight 21 lb FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc puriins. BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3--Mechanical, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz2=158(LC 8) Max UpMt3=-96(LC 8), 2=114(LC 8) Max Gmv3=131(LC 1), 2=387(LC 1). 4=85(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=S.OpsF, h=16ft Cat 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 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 -O t` STATE ON i ORID ///SS��NAL'ENG N S 8` JOD IMES iruss type y AVALON-AMFRICANAGR AG Jack -Open Girder 7 1 Job Reference o onal Soufhem Truss, Ft Rene, FL, 34951 RIID:e.LJUa VCI2l 2UId Vnrt U."UaU 113UIUMI l¢6NOU50M Ino Inu Nov U9:Ul:btzu1e V91 ID:25Ys9447kmmi2g5MnorlCoyODm-YXoal2tO5W7W;5g7 ApTOEJolFWbWfobgko57yENye Dead Load D.A. =118 in 3x4 = 4-9-0 4-9-0 Plate Offsets (X Y}- N Z-0-D 0-D-131 LOADING(psi) SPACING- 2.40 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vart(LL) 0.09 3-6 >600 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.17 3-6 >323 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a nla BCDL 10.0 Code FBC2017RP12014 Matrix -MP Weight 15 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 2=Mechanical, 3=Mechanical Max Hor41=117(LC 21) - Max Upliftl=106(LC 8), 2=113(LC 8), 3=121(LC 8) Max Gray1=44B(LC 1), 2=181(LC 1), 3=480(LC 1) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu1r160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16ft: Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 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 at joint(s) except Qt=lb)1=106, 2=113, 3=121. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 342lb down and 110 lb up at 2-0-12, and 346 to down and 107 lb up at 4-0-12 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=1.25 Uniform Loads (pit) Vert: 1-2=70, 3-0=20 Concentrated Loads pb) Vert 7=342(B) 8=346(B) PE 76G51 d 0 1` STATE Ong I IL S `� jou Inuss Inuss lype AVALON-AMERICANA-GR J5 Jak-Open 26 1 Job Reference o tional Southern Trues, FL Pisa, FL, a 951 Nun: 8 .23u a UV 212Ultl VMt tl.LN16 U 212U1tl MI I ex IOCUSNW,IOC Intl WOVLY UU:U1:Otl LUItl�Ydg¢l ID:25Ys944?loom!295MnoriCoyODm-OjLyVOu2sg7NTMPjMph20anZK9gzKyvxgUUL MNyd 5-D-0 Plate Offsets (X Y)- (2:0-3-7 0-0-51 15:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 rda We BCDL 10.0 Code FBC2017/TP12014 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 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=1VIechanical, 2=0-8-0 (min. 0-1-8), 4=10echanical Max Horz2=165(LC 6) Max Uplift3=102(LC 8), 2=115(LC 8) Max GmV3=140(LC 1), 2=397(LC 1), 4=90(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh-160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=1611; CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconc anent 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 in uplift atjoint(s) except (It -lb) 3=102, 2=115. LOAD CASE(S) Standard L PE 7 1 'O 1` STATE 0 IVAL o mss ruse ype y AVALON-AMEMCANA-OR JSE Hart Hip Supportul 1 1 Job Reference o tonal Southern Truss. FL Pleree. FL.. 34951 Plate Offsets (X Yl- f4:0-2-0,0-2-81, f8:0-2J,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.00 1 nh 120 Mr20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.03 1 n/r g0 BCLL 0.0 Rep Stress Inv YES WB 0.04 Horz(CT) 0.00 6 Na rda BCDL 10.0 Code FBC2017/TPI2014 Matrbr-S Weight 27 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 6=5-0-0 (min. 0-1-8), 2=5-0-0 (min.0-1-e), 7=5-0-0 (min. 0-1-8) Max Horz2=145(LC 8) Max Uplift6=-35(LC 4), 2=90(LC 8), 7=66(LC 8) Max Grev6=72(LC 1), 2=322(LC 1).7=187(LC 1) FORCES. (Ib) - Max Comp.flvax Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 1 D-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.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 ANSIfrPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7. LOAD CASE(S) Standard F i - nr * , L 4 STATED j i////S/%NA I Job Nee Nsa lype y AVALON-AMUUCANA-GR J5G JadxApen Glider 2 1 Job Reference o tional Swlhem Truss, FL Pierm, FL. 34951 4x4 = Dead Load Deft = 118 in Plate Offsets (X Y)-- fl:D-OO 0-1-51 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in poc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.12 3-6 >492 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.22 3-6 >264 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.03 1 nla nla BCDL 10.0 Code FBC2017RP12014 Matrix -MP Weight 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 REACTIONS. (size) 1=0-e-0 (min. 0.1-0), 2=Mechaniml, 3--Mechanical Max Horz 1=124(LC 21) Max Uplif[1=142(1-C 8), 2=121(LC 8), 3=86(1-C 8) Max Gmvl=574(LC 1), 2=197(LC 1). 3=357(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Stnlctural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.Opsh, h=16ft; Cat 11; Exp C; Encl.. GCpi=0.18; MWFRS (erweiope); 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 pat bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 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) 3 except (jt=lb)1=142, 2=121. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 342 lb down and 110 In up at 14-12, and 3421b down and 1101b up et 3-4-12 on bottom chord. The deslgniselection of such connectlon device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the few 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 Un'dorin Loads (pif) Vert 1-2=70, 34=20 Concentrated Loads (Ib) Vert 7=342(F) 8=342(F) \N-N P 0�E \GNgNs i � PE �* 1 -O 1` STATE 0g ` I�ORID /FSs�ONA lle�&\\\�N 62 O MSS ms5 yp0 y AVALON-AMERICANA-GR J6E Hair Hip EiWponed 1 1 Job Reference (optional) Souelem Tr . FL Pierce, FL. 34951 Mn: HT U c Oct 21 2018 Print 9.23U S Op Z1 ZU16 MIIcK In4USMez. Inv Ihu NM 2H MUM 201a Pa&1 ID:25Ys944?kmmi2g5MnarlCoyODrx-ySTiw3vJOR05iTL6UEJW51sv?yOZe EHozS2Syt�Nyb -2-0-0 4-0-8 5-6-14 2-0-0 I 4-0-8 H 1- 3x4 = 2xa II fx4 II 5 6 5-6-14 5814 Plate Offsets (X Y)— 15:0-2-0 0-2-81 110:0-2J,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 1 Nr 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 Ina YES WB 0.03 Horz(CT) 0.00 7 n/a nfa BCDL 10.0 Code FBC2017/TP12014 Matrix- Weight 301b FT= 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-6-14. (Ib)- Max HomZ=145(LC8) Max Uplift All uplift 100 Ito or less at joint(s) 7, 8, 9 except 2=104(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 7, 8, 9 except 2=316(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-6-14 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opst; h=1611; 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. Forstuds exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVfPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 240-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonoonciment with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 7, 8, 9 except (it --lb) 2=104. 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard ENS�.`��ii i / PE 7 1 \ STATE O i6/0NA 5.1NG 63 JOD 1russ iype AVAL08MIERICANA- R J7 JACK -OPEN 10 1 Job Reference (options]) Souhhem Trusv, Ft Pierce. FL. 34951 to Dead Load Dee. - 118 In Plate Offsets KY)— 12:0-5-7,0-0-21, f5:0-2-3 OA-81 LOADING (pail SPACING- 2-0-0 C31. DEFL in Qoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ved(LL) 0.13 4-9 >650 240 Mf20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Ved(CT) -0.24 4-9 >345 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.02 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 28 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 • BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3--Mechanical, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz2=215(LC 8) Max Upllfl3=149(1-C 8), 2=128(LC 8) Max Gmv3=207(LC 1), 2=478(LC 1).4=131(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 nc pudlns. SOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Fxp 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 noncencumem 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 100 lb upl'dt at joint(s) except at --lb) 3=149, 2=128. LOAD CASE(S) Standard =�r PE7 1 I STATE ON OT``�`ORIDP 46 /,,�Fss/oNA 1100 O Nae NBe ype y AVALON.AMERICANA- R J42 JACK-0PEN 1 1 Job Reference (ootional) Scuthem Truss, FL Piece. FL.. 34951 Run:8230s OG212D18PMtB.MDs OC212018MTeklrMustries,8w Thu NDv2909V2022D18 Pa e1 ID:26Ys9447kmmi2g5MnodCoyODm-uVbTLIxZw3epxziUbem_ASxFSm3lFmvXk6SZTKy�NyZ - Plate Offsets (X,Y)- f2:037,0-0-51, f5:0-23,0-0-B1 LOADING(psf) SPACING- 240-0 CSI. DEFL. in (loc) Well Lid 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 0.16 Vert(CT) -0.03 4-9 >999 1110 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 Na nfa BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight 20lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP ND.3 REACTIONS. (size) 3=101echanical, 2=04e-0 (min. 0-1-8),4=Mechanical Max Horz2=145(LC 8) Max UpIW= 83(LC 8), 2=111(LC 8) Max Grav3=112(LC 1), 2=367(LC 1), 4=73(LC 3) FORCES. (Ib)-Max.CompJMax. Ten. - All forces 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-8 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.Opsf; BCDL=5.Opsf, h=16Q 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 truss has been designed for a 10.0 psf bottom chord live load nonconcurenl 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) 3 except (It -lb) 2=111. LOAD CASE(S) Standard JDD Iruss I russ lype y AVALON-AMERICANA-GR MV2 Valley 1 1 Job Reference (optional) Swthem Truss, FL Rerm, FL, 34951 2c4 G nun: uzeual ,izmarrmco.uus�an ewo mires mewmes,ma nu nw a a VvZ" ewe ra ar ID:25Ys9447kmmi2g5MnodCoyODrx-uVbTLIxZw3epxzlUbem_ASxKgm5HFmvXk6SV NyZ LOADING(psf) SPACING- 2-M CSI. DEFL, in (Ioc) VdefI L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) r/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight S lb Ft=20% LUMBER- BRACING - TOP CHORD 20 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling direc0y applied or 10-0-0 oc bracing. REACTIONS. (sae) 1=2-D-0 (min. 0-1-8), 2=2-D-0 (min. 0-1-8), 3=2-D-0 (min. 0-") Max Horz1=35(LC 8) Max Uplift1=12(1-C 8), 2=-36(LC 8) Max Gmv1=62(LC 1).2=48(LC 1), 3=28(LC 3) FORCES. (Ib) - Max. Comp./Max,1Ten. -All tortes 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.OpsF, h=1 M 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 nonconcurrent with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANStRPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. LOAD CASE(S) Standard M. at CENg�`��i�i PE 7I�1 n- -O 1` STATE Og POoOR DP����� ///SSONA /II�NG\\\6 V ion IMSS N55 ype y AVALON-AMERICANA-GR f4V4 VALLEY 1 t Job Reference (notional) J i 2x4 II 214 II 3 I , LOADING(psf) SPACING- 240-0 CSI. DEFL in One) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.64 Vert(LL) 0.02 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 1 r9r 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hwz(CT) -0.00 4 n/a We BCDL 10.0 Code FBC2017frP12014 Matrix-R Weight 13 lb FT=20N LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 5=2-0-0 (min. 0-1-8),4=2-0-0 (min. 0-1-8) Max Horz5=87(LC 8) Max Up1tft5=101(LC 8), 4=23(LC 1) Max Grav5=332(LC 1), 4=33(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=290/116 Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 64I-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opst.BCDL=5.Opsp h=161t; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrenl with any other live loads. ' 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (it --lb) 5=101 LOAD CASE(S) Standard \\w111111///// PE 7 1 t -D 1` STATE O z2-