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HomeMy WebLinkAboutTRUSS PAPERWORKs SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 * Fax: (772) 318-0015 Job Number. J2000159 Customer: Valued Customer Name:NED PBS NATIONAL INC #8084 RY °°fees: St? LucbCounty r'C"Y—ISTI ZIP: General Truss Engineering Criteria & Design Loads Building Code and Chapter. Computer Program used: FBC2017/TPI2014 MiTek Version: 8.31 Jul 2 Gravity: Gravity: 45.0 psf ROOF TOTAL LOAD N/A Wind Building Authority. 160 mph from MWFRS(Envelope)/C-C hybrid Wind ASCE 7-10 St. Lucie County No. Dale Toss ID# 1 02/15/20 Al 2 02/15/20 A2 3 02/15/20 A3 4 02/15/20 A4 5 02/15/20 B1 6 02/15/20 B2 7 02/15/20 B3 8 02/15/20 B4 9 02/15/20 C1 10 02/15/20 C2 11 02/15/20 C3 12 02/15/20 C4 13 02/15/20 c5 14 02/15/20 D1 15 02/15/20 D2 02/15/20 D3 02/15/20 D4 02/15/20 El P 0211512D E2 02/15/20 F1 02/15/20 F1A 02/15/20 F2 02115/20 F3 24 02115/20 FGR 25 02/15/20 GE1 This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34961 No. Date Tmss ID# 26 02/15/20 GE2 27 02/15/20 HJ5 28 02/16/20 HJ7 29 02/15/20 J7 30 02/15/20 J1A 31 02/15120 J3 32 02/15/20 J3A 33 02/15/20 J5 34 02/15/20 J5A 35 02/15/20 J7 38 02/15/20 J7A 37 02/15/20 Ki 38 02/15/20 K2 39 02/15/20 Mv1 40 02/15/20 MV2 41 02/15/20 MV3 42 02/15/20 MV4 43 02/15/20 MV5 44 02/15/20 MV6 45 02/15/20 MV7 46 02/15/20 MV8 47 02/15/20 N1 48 02/15/20 N2 - 49 02/15/20 N3 50 02I5120 N4 LRECEIVED FEB 19 2020 cie County, Per No. Dale Truss ID# 51 02/15/20 V4 52 02/15/20 V8 53 02/15/20 V12 54 02/15/20 V16 55 02/15/20 V20 56 02/15/20 V24 57 02/15/20 V28 136 UA Page 1 of 1 TYPICAL DETAIL C� C0R.NER. - HIP ~ NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OA UP TO 265rA = 2-16d NAILS REO'D. 132.5T per Nail (D.O.L.Foctor=1.00) nds toe nails only have 0.83 of 0 UP TO 394 = 3-16d NAILS REO'D. lateral Resistance Value. _ n in 12 SCA� SC7 Sn J7 HIP GIRDER 2 1.Q 0 &g J �4 54 �t O 9-9-5 CORNER JACK GIRDER use 2-16d toe nail 0 TC & 9C. Typical jack 45' ataachment J3 TYPICAL CORNER, LAYOUT use 3— i 6d ` toe nail 0 TG'� & 2-16d m_BC; Typical Hip —jack' attachment CHORD HANGERS FASTENEP. GIRDER JACK J1—J3 TO HIP JACK GIRDER TC I — — — — — — — 2-16d nails — - — — — 13C — — — — — — — 2-1 6d nails — — — — — J5 TO HIP JACK GIRDER, TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16d nails ————— J7 TO HIP GIRDER IC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16d nails)— — —— — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnoils ———— IIMUM GRADE Of LUMBER T.C. 2x4 SYP #2 LOADING (PSf) INCR.: FBC2017 L 0 B.C. 2-.4 SYP r2 J1 TOP 20 WEBS 2x4 SYP No.3 90T fOlA 0010 SPACING 24O.C. O. SOUTHERW HH IImo�++ For Pierce Division TRUSS 2590 N. Kings Highway, Fort erce, FL 34-95 COMPANIES (800)232 D1509 (772)464-4160 rx//bwnU rtNa om Fox:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.57 per Nail (D.d.LFactor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. - ALLOWABLE REACTION PER JOINT Q UP TO 2651T = 2-16d NAILS P.EQ'D. UP TO 394-- = 3-16d NAILS REQ'D. III �1II 0111 1II 12 1� r - n0 �O -10 -10 I II I � A a J3 ii ii ii ii _ C,ems A02A HIP GIRDER 5DER use 2-1 Ed r iTt toe it i J ` `, TC & BC.. H5 (NIP GIRDER) 7 ` Typical jack 45' attachment CORNER JACK GIRDER use 3-16c toe nail TYPICAI- CORNER LAYOUT & 2-16d Typical Hip —jock' attachment CHORD I HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER. TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails ————— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC—-——— TC — — —— — —— 3-16dnails — — — — — BC — — — — — —— 2-16dnails — — — —— HIP JACK GIRDER, (CJ5) TO HIP GIRDER IC I — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16d nails —— —— MINIMUM GRADE OF LUME T.C. 2x4 SYP ¢2 B.C. - 2x4 SYP f2 WEBS 2x4 SYP No.3 LOADING fPSF) L D TOP. 20 B07MM 00 10 SPACING 24' O.C. SOUTHERM, i GERM ����� Fort Pierce Division 2590 N. Kings Highway, COMPAMIIFort Pierce, FL 34951 NIES (800)232-0509 (772)464-4160 h'.fB//.-.. =Uth=mws=m Fox:(772)318-0016 Brian M. Bleakly Struct Eng T75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-416o ffer'_ers Face Mount Hanger Charts Jetst S¢e LISP Sto,.k Na: Rat. Nd. Steel Gauge 0anenswns (in) FzsT_ner S.-5etlule''` {- :DF/SP AOowahh Loafs (IJss) ' � . Code-.. . -Fiat Jnlst W ,_ H • 0- • • A WN .Hall ' _ Hat , Aaor:Ronf IFPRrt''.:'E 100g< -0155: 175% 160°4 2z4 JL24 JL241F-TZ JU524 I W24 - LUS24 I 20 18 18 I1-SA6 1-9/161 1-3A6I 3 3-1/8 3-18 I1-12I I1-12I I1-3/4I 15AS - 1 _ _ - 4 1 10d 1 2 I 1Odx1-12 I::470. &Z4::SaO. I: 320. I S. I P5, F2 31. R7, F32 4 4 16d 1 1Od HOG 1 2 10d x 1.12 1 2 11Gtlx1-12HDG 553 f 640 .J' E25 I: 320 1 465'1 535:1 590: j 280 '. 4 14 1 led HDG I 10d 1 2 1 1 Od x 1-12 HDG 1 2 1 lod .550 1615 -1 6i5:1 28T J"'575'17754 aSS.1 510 - SUH24 -HD26 U24 I HU26 I 16 I 14 1-9/16 1-9/16I 3-1/4 3-12 I 2 2-12 1-3/16I 1-118 _ 4 10d 1 2 1 10dx1-12 500 1.550-? 65 380 i 1 5, I R6, F2 4 4 led 16d 1 2 1 1 Od x 1-12 2 10dx1-ih �_ :590 1 653 , 720 380 fits j E; 1 745. 1 365. IJ " 615 1 695 1 745.1 595. JL2fi - W25 .20 1-9/1c 4-3/4: T12 Ip�15/io I-.6. i41d ;_r:. 10tl%'r-1I2=. 7}018051 670'1 P50 I --:" '- 2zfi �:. JL251F1Z "JUS25 '_ }dI1526;- _'114JfU526 SUHZ� HUS25 -.j HD26 - y111 WC2oZ WS2'o: .i yz;.,.; HUS26 HU2c 1I 7B f 1B -78T-3/16Ji'S-11IS'1�=2 I' 16 16- '14 I 14 If7946 1r-4ri6)413116.L1-3/4 I]-N76! I.i SB.g9i 11-91161 Ikkk 'F1-9fl fi{ r i 4-1/2 "It 5-18 5-7/761 :.3-12 71 5-1/4 ... 1�2E ; 2 3 212 2.12 1 .: '.Y-'1'=:I.a 1-3118 1 2. T 3B ; 1.118 {{ 1=.'I 1 '- Idin' lAax Mar 37, R7, F32 S, RS, F2 131, R1, F32 I 5, R5, I F2 f.. fi "61'10d {' tbd r HDG 1 4.1 10dx1-1R` -4 tlOdxl-12 HOG 640'I sea 11045.1 650. 15951 BOO 187o"I 730 4' 6 HOG 10d:.1.q`:10d 1 lod'..f.6 1 10d. VA i 10d z1-12HDG !''1 `";' 1.Otl.-- 17-0 1 10d R1-12-. 830.IPSO 11035{ 730 Q fi7-0 1WOI1090:1 111E 1122511475.116051' 665. 750 j 840.1 0-10.1. 755 14I 4 8' 16d 16d II I.:,g 6d " f'4'I -luuz 1-1/2 T.fi I. .' 16d '10dx1 12_ 4 6. � : lOd z i•1R . 1 BED 110001 1050I 755 - 21603140! BUS 192E 1 615 V5 1 745. s 365. 615 6ca 1 745 Sm i i 112m i nga l 1493 1 825.. JL26 I W26 20 1 9/16 4-3/4 11 12 15/16 l_ 1 I 6 16d 1 4 1 10d x 1-1/2 1 710:j SOS 1 870 1 650. J fi 1 16d 4 1 10d x 1-12 1 646 1 960 1 10451 650' JL261F-TZ I LUC26Z I 18 I1-9/16� 4-12 1-1/2 _ _ .6 10d HOG 4 110dxl-12HOG 1 695.1 BOO 1 870::1 730 -1. at, F32 6 16d HDG 14 J 10d x 1-12 HDG 830. 1950 1103E I 730 2xB JI28 JL281F-T7 JUS26 I JUS28 I MU526 1 MUS28 1-1.128 - 118 LUS26 WS29 MLIS26 MUS28 20 18 11-9/16 18 11-9716I 18 17-9/16 18 11-9/16J 1-SA6I 1-9/i6l 6-3/8 II-12 6-1/8 4-13/16 6-5(8 5-1A6 7-1/i6 1-1/2 1-3/4 1-3/4 2 2 15AS - I 1 1 I 1 I 1 1- _ _ - I: - 1 - 1 1G tOd 1 6I jldx1-12 111801.12951.12951 ' 855' R5, F2 31. R7, F32 5, R5, F2 31, R1, F32 10 8 16d 1 10d HDG1 6 1 100 z 1-12 4110dx1-12HDG.930 1400 18001 17401 81 15, 10a5111601 730 8 116d 6 1 6 B 1 HOG 1 10d 1 10d 1 t1 I 10d 1 4 11Gd%1-12HDG 1 4 i 1 Od 4 10d 1 6 I lod 8 1 10tl 1105112111 12151 730 I ' 870 11000 1080 1T70 f 12701 T375 1 111E 1285114751 76051 855 1 I 171011470i 21401 1230 J SIJH26 U26 I 16 I1-9/16 5-1/8 2 1-3A6� - 6 10d 14 1 1Gd 1, 11:2 , 01 84D 1 910:1 755-1 6 I 16d 1 4 1 tOd X 1-12 1 880.1 10001 lOW 1 755 1 f SUH28 I HUS26 HU528 - I HUS26 1 iiusm 16 16 16 1.9116 1-5/8 15-7716 1-5/8 17-316 6-5/8 J 1 2 11.3/16 3 3 2 I 2 1 - 1 - 1 - 8 I 10d 16 1 10d x 1-112 10001 11201 12101 800 S. R5, 8 1 14 1 T2 16d 16d 16d 1 6 1 10dx 1d2 11175113:5 6 16d 8 1 16d 1 j 14401 800 1 2760I 31401 3345.1 192E 4170 43451 L345 1 2570 .r; 50 H028 M128 1< I1-9/16I 5-1/4 I2-12 1-iB Min 8 I 16d 4 1 10dx1-72 4230I i393I 14901 F2 Mz% 1�gI 1390j 149]I 625 HD210 HU270 'I 14 1-9fi6 7-3/ifi 2-t21 1-1/e idN 10 Idaz 114 ��� fed 1W%1-12 77540j17?S118ci'i 6 760 21512430: ze1Pl 1170 . wu�aeamc wars; nonxmerinaeeu shall be pe:midel 2) 16d sinkers (0.148 da. x 3-1/4' long) may be used at 0.84 of the table load where tad commons are spe^fied. This dos not apply to J115, Ho, MIIS slant nail hangers. 3) For JUS, HUS, and MILS hangs= Neils must be driven at a 30'to 45' angle Clrmgh the joist or truss L1to the header to n1tin'e tiw_ table lad& 4) NAM 10d x 1-12' nails are 0.148' dia. x 1-12' big, 10d nails are 0.148` d'+ti x 3- long, led hats are 0.162' dia. x 3-12' long. New products or updated product irdormatim are designated in blue f=L Corraslon Finish INSeainleu Steel C Gaid Coat RHDG G1Triple Zinc 112 Continued on next page Harlcz s Face Mount Hanger Charts i Ftstenef.SG11! 114.'4' " Al '0IEi ad2- •• Joist . 3-7/8 - 13-7/16 .'. D 1 2 f A "- I 1 Ind''Ftox FAz1c I - I 4 Rail 1 16d I 2 Rail 116d ':'Rt UpBftr SizeSto;xHa JUS24-2 -Ref, NH I LUS24-2 I 18 a iz S Code•Joict Ref. 40061 1605' 1159f 1 -,G 16' 1'"220 -I 965 } - 32i - SUH24-2 (2)2x4 HD24-2 HUS24-2 HUS24-21F JU32b-2- -.:-` SUH26-2 ` - ' " HD24-2 :'-I,HU24-2"---f,14.:13-1/8 HU326-2"". --! HU326-21F" H026-2 .' - U24-2 I HD24-2 1 I'W525 Z-k i U26-2 -"_- LHU326-2'""")%-14•-I k HUSC26-2 -} $ HU2o2 1 is 14 1 14 I 14 118(.3-1/8{ 76. 14 ` 11 1 3-1/8 13-7/B 1 3-1/8 3-1/8 13-1/8 3-1/81.5-1/41:.2-'4 : 3-118 3-1/8 13-1/8 I 3-12 1 3-7/16 13-7/16 5714':{-.2 5-1/76 { is 3-1/2L2anj1-118;:7.:t=€7 {{ =5-1/4 15-1/4 1 2 2 12-111-1181 1 2 1 2 E-. 2 j ` 2' 2-72 I1.1/81 1 1 if I{11/B i) 1 i1.1/sI - - - 1- _ k = fin 6 10d 1 2 10d 1 750: '840"I 9W"1 380'1 4 1 4 4 14j-161_f.4i116d1040 10 1. 169--1 2 16d 1 2 15d 2 }':10tl 1 4' 1 70d 1 76d 1 t6d 1 lad 1 6151.635.1 I :850- :'1150 11250 ' 745. 395 ".I [''l i 495 1 :1 995.1 109 1495 1 (7765f 1220{ 1355 I140511515{ 755 10.1 :•} - 4 t"a 16d "] 4 t6d"; 2170d 16j I"4-I 16d 1 4 lsit 1 4 1. IOd`I 76d 11'7 10�. 14Z0-j 1 675"I 7085 loss 1230 1670f 18001 73 . 1 -e96'745I 3861 123511300f 11551 1 121 11 1155 I 1390 t1493 783 I I Fla=r 126 IBM 20M 2235 J1170, Ii - - JU52fi-2 JU328-2 HUC26-2 _' 1 WS26-2 'WS28-2 14 18 1 18 l,a_i/8 r- 13-1/8 1 3-118 �-.5-1/4 1 5-1/4 1 7-1/8 12-1rz 1 2 1 2 1{ -+. 1 1 1. Usdf a . 16d Lij ""1 -6.1 16d 1 4 I 16d 14 0d' 1 16d 16d 12301 129011490{': 783- II Maxi - 1- '12 4 6 1s50 1040111B511220{ 113251:.1510 2085 22a 1. 117➢' _! 1355 ®' 1645{'1355 SUH26-2 SUH2B-2 I HUS2o'-2 HUS25-2ff 1 HUS28-2 (2)2x8 HUS28 21F I U26-2 1 - HUS25-2 HUSC25-2 I HM23-2 1 HUSC28-2 I 16 I 16 1 14 I 14 i 14 1 14 13.1/8 1 3-1/8 1 3-1/8 3.1/8 13-1/8 1 3-1/8 15-ilifi 16-1/4 1 5-1/4 5-1/4 1 7-12 1 7-118 2 I 1 2 2 1 2 1 2 1 2 1-1/81 1-1,. 1 t 1 I 1 - _ 1- I- - - LILLLOd 14 1 10d 1 1250-.1405115151 755 -1. 5' 10 1_12 1 l6d 1 4 FlOd 1 4 10d 1 10d 1.1470I 11500{ 16701 1800 J 755- I 168511815I 755 12 4 1 4 6 6 1 16d I S 16d 14 1 16d 1 4 1 16d 1 6 16d 16 1 10d t6d 1 lad 16d 1 16d 1'1765:19,5119151 1085 110a611235{ 11625I 1625 7F5'.I k.1235{ 1300 1 1155 13001 1155 1 185011 SI Isla 18501 19951 1810 HD26-2 HU26-2 14 3-7/8 i S-7/4 2-72 I 1-1/8 I Min 8 16d 4 H lad 12301"1390 .1F-012685122351 114901 "780 1 11701 R8 F2 ffax ,2 IHD26-21F I HUC25-2 1 14 1 3-1/8 15-1/4 12-12 - 11 Mu Van a 76d B 10d 7asaf:12oP57 t14901 77N I i 1 Y.D28-2 I HD28-2IF I _ --=JUS28-2:: '.'".' -JU5210-2-',- HU28-2 1 HUC28-2 1 WS28.2"=_"}i'". . LM210-2 -' i 14 14 ]e, l--ff-118.1'7-178: ". is -' 3-1/8 17-1/8 3-1/8 1 3-118 1 1 7-0/s 12-12 �" 9-1/8' 1{' 2-12 2'ok 1-1/8 _ Dk•"-. 1 i Idfn Max 1 Min 70 14 10 16d 4 1111 1� -4-1 f 6� 16d-i"d' t6d i 6 1Qd 154a 7735I 18651 so - 2430 126101 117U 1735118651: 780: 1 1� 16d.j t6d 1 21:.a 1 1540 Max -'' 14 .6. 8-..i 2I5512430 1325 f.1510 1&S 121051 12610 j-1170 16451"1355' 2290 1980 ?_ i SUH28-2" .-. .:I SUH210-2 f{ ' HUS28.2 - { HUS28-21F •. k .-.' U210-2 : 1 ... "HUM-2 .1 HUSC28-2 °{.'. "" 16 16 "14 q-0'-. '` 3-1/8_ 3-1/8 :3-1,11 i. .3-7/8 .6-1/4 8-9/16 "7-1/6 I -2-�`-....1 2 .2 1= -2 1-118 1 -1 "1" ` 112-.1r'1A1.1 .4 1 l0d•1 15301 168S718151 7"1 ' 755 2245I 24201 1135 26701 268➢1 1135 1850112251 Isla I 1995 "181➢ -121 16"1-.101 161 , 4 1.10d I " 6 :10d 17651191511975 2DOG 1 .." -. .1 - I 16 "I..IS& 6 "I .5 6 " 1 :16d 1 6 +16d •:16d 1"_ 6: 10d 1 11625.1 16d 1162511850 23501 �:(2)2X10 HD28-2°"_ :HU28-2: 14�""'3-1/8.3: {-7-18- 1 7-1/712-12F7=1/A:"Win f Max 10_I16d{ -14.1; 4 1 fi lads _ 12155. 15401735: 1Y+351C 700.. 243WO 12610; 1170 1 HUS210-2:; :' .. HUS21041F -:' HUc28-.2.'. HU5210-2 -1' HUSC210-2 1 14 I' ""14 j , 14 .1 3-1/8 I -3-1l8 3-1/8 1'9-1/8" Z 12 (2.1rz 9.1/8 1 1: III t " 2 Z .'1: -Ms'n {"':-'..,8 11O' ,16d 1 4 �1 6 16d I ' 8 1 16d" 1 -. 8: 10d. 1540 17351 IOSS 780' - 8 } 1' .: - "tfid 1 ,167 1 2155 21701 2170 '24551 24301 2c-1➢1 1170 2465. 25601 2270" j 26501 22,0 .� "HD210-2 [• 11 HU27i-2y'. �'!14 .3.1/8 I _-_9-' 12-1/211-11Atl"� } .tadMax .i0 ::10d" 31 Un Ly 90 HD210-21F j HD0210-21F I 1U HUc270-2 - HUG0210.2'.1 14 - 14 1 3-1/8 3-1/4 1 9 ':9" 1 2-]Y2 - 3: I1-12I`:=: I'a 14 . _ 6 I.10 { 6. 10d 2IS5 1 24361 MO ".1170 Rt, F32 12. 11553 W53. 308713475 5015 137251 125U 5590.1 559a I .2g75 I U 131, P. loads have been mversed 60% for wind a seismic loads; no further increase sha0 be permitted. 2)16d sinkers (0.148 dia. x 3-1/4' lam maybe used at 0.84 of the table Bad where 16d pmmas are spedlired. This does not apply to JUS, MIS, MLIS slant ral hangers. 3) For JUS ad HUS hangers: Nails must be driven at a 30- to 45 angle through the joist orlruss into the he..zdj to achieve the table loads A 4) WS3 Woad Screws are 1/4' x 3' long and are included with HDO hangers. " 5) NAILS: 10d nails are 0.148' dia. x 3' long, 16d ara 0.162' dis. x 3-12' long. T- New products or updated product information are desienafed in blue faR Gor=ion Fmish 13 Stainless Steel UG01d Coat MiHDG ©Triple Zinc 114 Continued on next page Hangers Face Mount Hanger Charts . �• -•: - .ste .'. -.. ,. ;. .. Headpi ::..3c_Lst-Allowahk Loads( - '; ' .' lV .H' 2-9116110-Y/16I i 0 2 - A I1-118I 'ff(n/ : - 18 pa8 lad Fioor - . t Root UPlitt, e - Dty NaO 10a% 115% tti% 1W% 16 11 ad x 14/2 I,2250.12625j2725{ 1735 1 Joist Size r USP �. . -Stoex No. Ret.No. SUH214 ! U314 I 'Lauoe I 16 ' 'Cade 18 16d 6 1ladx 1-12'12fi45{-3000J 301011136 '1 H0314 HU314 I 14 2.9116117-SM5I I 2-7nI1-1l8 rain 1 16 led 8 lad xl-121'4651278012922 12 1 1359514170144M 1280 1 2045, { M. I 24 3x 16 H03141F I HUC374 I 14 I2-9116I 11-5/1612-1/2 I - Min 116 I Max I 24 led e 1 tad z 14n 11465 12780'129M 12 1 FS6:% 14170 I'12S0 1 j 4435 1 2745 1 _ _ _-HD316 I HU316 HD316F I HUG316 I 14 14 2-916I 13-516I 12-9/16 i 13-516I 2-112I 2-1/2 1-1/B _ Min 1 is M3Y 1 - 118 I 16d 1 16d 12 f19dx1-121ZT?GZT I31251448b1 _ 8 110d x 1-1121 �0 131?' 1� -P I 4095.11 45:5 2146 1 3.'" 115.,0' f 4435 f M it 26 '.'(2) 3 z B - H059-2 . I HU38-2 - - I 14 - { 5-1/8 ,-6-1/8 2-12 .1-1/8 �. Min I 10; 14 - 16d- < - ' -11540 1 1715 L :+.Ina - 1 21551 2430 1855 '780 I 2b191 1170 (2)3x10 HD38-2 I HU38-2 14 5-1/8 I O'_118 2-12I 1-1/B Min I f0 16d d 1549117PS N 10d 1 0 ' I2155{2430 18 a l 780 2.10 1170 Maxi 1d .. ....� {2j 3 x1Z H0310-2 I HU310-2 _ _ I HD312-2'. "F HU312-2 ''. .14 { i _ 14 I 5-7/8 ! 8 15-1/B '- _ 10 ... 12-1/2 i`2-12 i ' 1-118 1-1181 - . Mdz 1cd 4 '�sd . I in lad 1 215512430125101 3080 1347. 19a 1 za:� 1 2780 ( 12. 7 . - : , 1 3695" 4170 117D 1 13725 f 162i 1 ffi71 1065 f 4470 1 .2340 .{ I Min f 16.' Max (. 24 . (2)3 x 14 I I HD312-2' HU312-2 III 1 JUS26=3'.i. L : . ( WS26-3 . . S4HE6-3 .ND25-3'." 1 HU2o-3 ' ]+ I 14 1 18 _74 - 15-1/e I 10 I 14-518 f.:4.12 4-518? 5-1l4 4-5/e t 4-72 - . . 12-1/2I 1 1- 2' 2 2-12 �l_. .! 1-1181 I 1 '.1 '1 'I 7-1Po ... , Min 116 16d 1 lad 1 lad 1 8 1 19d 1245512780 1 12 ( 3-54 4i7a '4 . {. 16d . - I 1 OQ 1 1785 1:2 1- lad '-- 1100011120 12987 j'7DS5 I .44 f 23:0 1 12201 1355 1 1155 1 380` 111651 380 I 114931 7B0 J 2235 1170 I 5. 1 81ax 1 24 ' -.' ; . 4 `.-' B 8 ;1 Min 1 - 8 " ( Max I 12. 16d ' 16d 2 1 ' lad :1 1165 1118-i d�:._ 10d . -1 1230 11390 1. b .1 '.-'. -1 12001 2085 .. .'.H025-3F`;'.t ! HUC26-9 JUS26-3 I LUS26-3 JUS28-3 i LUS28-3 1 SUH26-3 U26-3 116 I., 14 14=a18 1 18 1 18 1 14-518 4-7f2-t2-121 4-5l8 1 4-12 4-SA l 6-111 1 5-7/4I 1 2 1 2 2 :'-. 1 1 1- 1 1- 1 I- F Min P--8: Maz 1 12- 1 4 1 1 6 U-tOd I A tfid.�f-4 I-.o 16d 1 16d 1 �1 ..- - - 1230J 7399 .i _ 'f 1850'1 2095 4 1 16d 1 10401 1185 4 1 16d 1 1325 i 1510 f 2 I 1M 1-100011120 1 149]-I- 780 1 f 22351 N7f1 1 1 1220 1 1255.1 16451 1355 ;ice t1651 380.1 1165 i 390 I RS• F2 16d 1 2 Od 11165 fl65I (3) 2 x 8 t HD26.3 1 HU26-3 I 14 14-5/8 ; 4-1/2 12-12 1-1/8 Min I 8 tbd 1 1 11230 11393 6 1 10d 1 lam 1 208512235 14931 780 1 '1 1170 M,ax 1 12 i ND25-31F HUC26-3 I 14 145IB I 4-712 (2-12 i _ in 1 812 18i 1-�-! tad -- 1123011390114931 a i 118.50 1 2aes 1 780 . 223S i. 1170 MMax I ` H028-3 - I HD28-31F - JUS23-3 ..", =::; WS28-3::::'.18+ JU5210-3':' -'i. W5270-3 . I 14 14-5/8 14 14-1. ! 18 f 6-318 12-U2 i 1 6-38 I A-5!B} 6-3/8_; 4-5/8.1 8-3/0 1. 2-tn 2' 2": f-1, 1-1/8 _ 1 '1 .I 1 "in l 1a led 1 16d 16d :j 16F 4 I 10d 154011735I 6 j 1 2155 2430 6 }ad I1540 f 1735 6 1 1. 21:31 2430 4 1 ` 16d 11325 7510' .6' 116d '11845I21a-a ISM 1 780' 2610 j 1170 . 18Cv 1 711 26101 1170 I 1645i 1355 22301 1980': Max 114 min 10 Max I 14 '- f`.6. -:1 B 1 _ . WH210-3 -'1.' U210-3 -. '; . !- ' L-..- 16': :4=5I8 . I `.,8-3/8., (4_ ! ' . 2'. 'S, L' •; I'. I, :..-._ 14 I.90d 14 j 6' 1 lad ' [1750119S5 21201 1135 1135 16d - 6-'1 tad ....j 2050' 2235 j25201 - ' 1 HD2A 3 ., -- I 14 14-5/81 6v/H =212�1 �t 1/B iAin 1 10 1 ldax j 1, tfid ' G -1 .tOd - 115401 i735I o . 1 12155 12430 Ism] 780 1 26101 1170 I (3) 2x10 I111 HD28-31F : I - HD210-3 - { HD<70-3 1S 143/A 14- t1t I 6-3i8 4-521 B-1/4: 212I 212 111E �.MN Min 1 1a -Maz J 14 _ 1d 16d: 1 '18d L4J . �10d . 1154011735 fi [ :.. : " 2155. 243a. 6 r -10d ' 1.21"�i12430 la _ 13am.1 3475 7855 ..780 26101 1170' 1 26101 11170 - 3M �,1 . max .I.2a H0210r3F. HUC210-3 .' HD0210-31F'. HUM210-3 14. I{-4-5/8 ' 14 L 6-1/4 4-518 1 9 -' 1 2=.12 .3t' :?-°: T-12{__ M10 1" 1d led Wa3 { fi"1 'tOd ri� 2430[26101. fi .}-- WS3 1 5015.1 F390 1170. ffj 37251 1ti0 - 5590 j 2975 -0 31, R1, F32 '. 1.12 I i w..1'-w I.� �_' nice W x mr=a of se smic loam; no lureler masses shall be p^-mutted. 21 16d sinkers (0.748 du. z 3-1/4' long) may be usso at 0.S4 at the table load where 16d commons are spsafied. This does not apply to.filS, HUM, I✓US slant nail hanger 3) M3 Mad Sa %m are 1/4" x 3" long and are Included wilb HD0 hanger 4) Nee o 1ad nails are 0.148" die. x 3- IaA 16d nails are 0.16r dia. x 3-1/2" iong. New products or updated Product Wormation are designated in blue font Corrosion Finish HStalnless Steel 1=GOId Coat OHOG MTOple2inc Gormnued 9n next page 117 11 I�((��M1yyJJilfly(T�µ�3��j,�y1. Y.Ni�[1'.�yI�JJJFI'''i 4 .u41�`Uif3 Wl:lljt IN �i:t1 Isfuli j��I >1109a11aI _ I I — — % I FNJI W _ _ `------��— f0 � '!��. _ _-_E�s��������^ � V 10 N •Y (mil f] rl p m 11 Y to N lJ � 61 [V N N N VN V In �� ¢ '1•} — — s 1^ QQ y t1 y f1 4 � N v r O N � tJ W S N N Y O � O b [J � lJ W J1 � � m b o � � 1^ Vl W N � FI F CI N F1 JV O O 0 IF 1. 'No Yx Zv— U 4o kO I �z5 'vVv�� C C E�_. .Q... .SON N NN NN..N NNNN, '!'.NN N NN CC �N .N N N N N 5 n l2 i;j la A c m a N N [h y IL � � i ���?J+ S". �i• O O S p O LLO PuAlasou sµlolp py '0111'saplsnpul>Ia11W otoz ®PlapAdou QJ T MINIMUM GRADE OF LUMBER ,r UNLESS 9PCCIF@D ON ENNINEER'S SEALED DESINN, APPLY 1N4 i"-PMCE, COX Tvp OhmJ 1Rh 9YP �f2 gPF' 1/�2 or N'Itvr LENWOI OF WEN. VALLEY IpED. SAME SPECIES AND CMDE OR PmEn.A1rACIIE71 Bell CIgn1 2%a(+) Oil 2Nh Sp �2N OR gPF �1/�2 of Dalltf VRTI lid DOX (D.I7N'gC.n) NALS AT S' DO. Oil COWNUEUS LAUCAL OMCINU, EQUALLY SPAC�Err Fl1R YCR((ICAL VALLEY IVEDS ONFATEn TIAN 7'-E'. ritLq 2Ah 9YP f�J or Dalltr IAATOMIUM VALLEY VERTICAL 1151UIIT MY NOT EXCEED 12'-D', (,)'RSO MAY SC RIPPED FROM A 2T0. (PIIUIIED ON SgVANrJ TOP OIIORO OF TRUSS DT)IEATN VALLEY SET MUIr DE ONWED )YON, (") ATTAOH EACH VALLEY TO EVERY SUPPORTING TRUSS. VRnll PRUDE ILY AA,TTAOIIEO, MTED SIIFATIIIND APPLIED PRIOR TO VALLEY 7RUS9 S1niAVADUry (2) iDJ 00$ (0,106' n 0.0 NAILS NE-NAILEN FON pit 1D0 ODJ. ASCE 7-10 -�PH 141N0. PORLINS AT W CO, Oil AS 011)ERIVISE SPECIFIED DR ENOINEERS' SEALED DLSION on —. MEAN RK191(r. ENCLOSED UUIUINU. UY VALLEY TRU59ES USED IN LIM OF PURUN SPACIDO AS SPECIFIED ON CAP. 0. 11CCIDENCIAL. YRNO TD DL.D PSF. ENg01EEI19' SEALED .DESIGN. CIR �t IAROE A A1Oil (,c,)fIOTE.TLL\TIT TOE PUIILIN BP OOK) FOR UMOINO TILE TOP CHORD OF TILE TRUSS II 9 I1CICOVIIICO DENUIII TIE VALLEY IS LIFMVRAO ALONG TITS SLOPE OF TICE TOP C11UAU. 4'-0" Max (') LAD ED ERVEED SPANS FA ;UE DUILT AS LORD AS TIIE VER)ICAL HOONT DOES OOTOMI CIICRD MAY DE SgVeac OR PIrCNED cur AS SIIOIVII. Call Y20 a'-0" Max 6'-0"Max Spa 20'-0" Max (**)' SUPPORTING TRUSSES AT 24" 04 MAXIMUN SPACING, TRUSS 12d IOIROIIDM VALM. Cllunu w1x1- OpTIONAC STUD END VERTICAL - V V CI I-"I'7 T I-1 �! Enavm hratlap N live not mrponalNgiy of burr dNlaaui plola manul Sur hale atil olun pmocn, arectinyV Ilurna on Saullonrd to look prof oddco NpodlnEnalloR hmahlp hldch b alEvyo toyUUed to prevent I LIHI DIVIeIOI In 1,nv Call dmninthq file on; aml ppllmenml 6maHp Tllkh may to mp Fpn& apppetllvn,. Sut'DCSI- I Summary rho,l Lbmm'him r and not , R �pO duliam IN htnJpnp, 6u110N0p A Olodnp mdol plait EommNd hood IgmD T2f•IOd I] UU Tggle o1 It 6t IRchd and 1114h H for`enrd In E rlrolyhl and plumb p-Dm0 Thug no rIRollnp h vpp0ed IGact to the lop alronl; Iho) ElaO Ut pro Iptdni on Na gle MIyR TmuM rhe0 be III Tllh to] 0 l9 rum I U I. d . OPTIONAL HIP Jbim, DETAIL FRAMINO TO LL 20 20 pgF TO DL 10' 1G PSI' DC DL 10 10 PSI' DC LI, PO 00 PSF TOTAL LOAD AO AG P5F [UVEIA71 r m 1.25 1.26 d SPF p HF N DFL U SPF HF u) o C7 `+° SP DFL Ec SPF L U TSP DFL IV Ao 1''1 �rndto tofRfllNalll p 1. G; Egad -Frusss � UM BrDryDe Un Group A croup A SOUTFIERN . TRUSS COMPANIES R4NLE TRUSS DETNL NUIEDI ,—o,— D_o• to—D• for—n' y_� 1J—n• 14—n' 14—D" uVE LOA7 DEFUOTION CRITERIA 13 i✓21o. _tn+— u to—n n_p to—a�`. u—a u' _1 r —z t—� o'— —� ° —'�'0 Pnm D ' ururr nolln Won roll tao pu' nvan _p• 0 2r 1p=p' 1b— 1' J—n' 1 M1-0' CUNI1110003 UENIINU. `6 P6F 7C UFI,U LAhb). (MDIE END OUPPOMS SUAU FROM 4'—u• . _per a_2 n—n n— ' 3-0 t4—o —0 14—U OUnPDIUMT13 WAIT a—O CMUANU.DX 12' -D D-U' u-u IU-n ' -D x-n• -D' t -b• I'myo u UvElUTAND. A OII Fnull '(.' UMur: WOO lull NAILS J ron (t L' Unnce Urnr.E NNLU AT a DC. Ii tu' EN zUIEU nNd 4' DD, UErMll 2DyEo. It) Fun 4) 1. DMUEDI SPACE NA119 AT J UC. •li 1U' PA .ZONES AND D' OU- UMME" ZONES. 'L' nOACINU MUST UE A MINIMUM or UUX Or WED dl„ MEMUEli LENUlll. fh mur IDm P TE slzI No UP u .A—b 11tM1 uIl 2N3AN 4—U', uur 21IM1Wu. uruwc7P—D'I) A 1t—n 2.D„4 ANU Ilr n L17ES.3U I 1' i) fr fn }lo i U%MiN r REFER TO CHART ADOVE FOR MPA wwuz— VERTICAL LEHOTH cl 1^ I—" 1 T I 1 A Fieagon bracing 11 na1 Via illpom@I@y of Im11 dmlgnor, p pip mulmlealvrer IN Irma lobilw4a6 Pmsune mdlnyy Imons me cwlknld 14 nok prulnllard uddca Rgurignersabri btadng bhlch Is uJimp Uqubsd IV PMAIII Iopphy dmnlnoing Ling IreoAonl and annmlml bmdng Tbhh In% bo rvqulnd bl . Fort Pierce DIA/IsIon 23gO N. ling• klI hnu , $4g3( and opeclaanpP9aallunl.Sol01—A)11mululylVoolCogivalulyondlocolPmtu- dauom Ior honddng, WON h brecing 1191e1 PIc11 turneo6d eoml limits (IPI). MuUlmun TUEUI Loud NU P5F FnA PI.M., Ft (000)'LT2—anuo I`772)4n�i—b1UD Tlunu on la 61 lafled and Imllnod 11 IDlhned hI a ebmgtd omd fW ponTbn Timm na AIIBObnoo Is us�ad rglBaly Eg IIIO lap chortle, 1111y All bo bPocad va $PA(,' w AT `L'L" 0•0. F.u(772)A1g—oo10 ep oxiod on Ilse Lun dnlgn. Lunen slml be Iondll FICI nunnublu core dming TPi.c:�gd P99gyb,-ac3j< EDEEt a.AI MINIMUM GRADE DF LUMOER Top Choral 2x4 SYP Ip2 xr boiler Doll ChxtJ 2x4 Syp g2 or bailor W.U. 2x4 SYP Sa or better NEVER TO SEALED DESIUN FOR DASNrD PLATES SPACE PICGYOACN VE TTICAU AT a OC MAX. 4 Not DIRECTLYANDCOHORDNOTHSPLICE.S MUST DE STAGGERED 50 THAT ONE SPLICE VER ATTACH PURUN3 to TOP OF FIAT TOP CNORD. IF PIaO Ci( 19 90LID LUMBER 011111E DOTJpM CNORD 19 DMIRED, PURLINS' MAY DE APPLIED D FA I TH- TOP CHORD OF SUPPWaINU TRU5O. REFER TO ENUINEEICS SEALED DESION FOR REQUIRED PURLIN SPACING. THUS DETAIL 19 APPLIGIOLE FOR THE FOLLOWING VIIND CONDRIONST I(e0 MPII WIND, 30' MFAR IRN. ASCE 7.10 CLOSED ULDO. LOCATED ANYMIERE IN Door. 1 M1. FROM COAST OAT I, W o, YAND TO DIrO PSV. cWIIND Uc DL- PSF ENCLOSED OL40 MPH 00.3LOCATEDD ANVOIEAN liar. IttE IN 1Door RING TO DL-O PSF, WINO DC UL+U I -Sr. WED BRACING CHART WED LENGTH REgUIRED BRACING 0' TO 7'9" NO BRACING 1x4 'T" BRACE. -SAME GRADE; SPECIE$ AS WEB 7'0" TO 10' MEMBER, OR BETTER AND 307 LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/0. 2x4 "T" BRACE. SAME GRADE, SPECIES B WET 10' 70 14' MEMBEROR AND DN NAIOX LS ATTI4"OAS MEMBER. ATTACH WITH 16dER JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2x4 2.5x4 2.5x9• 3x5 0 4XG 5XG 5xG 5x6 C 1 1.50 1.5x4 I 1.5x4 1.5x4. D 5xh 5x5 5x5 5x6 I C. a�nrin..n rwuleulwA WIIH uxUxl/Z UUX PLYWOOD WAIN 4—§5d NAILS IN EACH BUM FACLS ®'4'-0" O.C. MAX. vv C9 P— F"'1 J ➢"--1 ' CTedlotl bmdng D Iwl Iha rnpoml41111y of bore Julgner, plvle monuli nor Wn IoLlkold, pmoru uttVnyy Lawn ore caullonol Ia TTek pmN � � Wdce «gonlfag «action bmdng IThich 11 "1Dye Ieyl,R'TO pmvenl 4 Fort Pi ercerlslan onJ dominoing Jwln➢ ertellon and ppemlonenl Gmdng ohioh may be requ i� 25opxx , C51—DI 5umehedpAy1CI�Fort03 r Iumebg pkl114�0..:.� (ODO)23264-4160 Torun metoGaTivdedandIoilemJ fnImlTnadandpMGxIO xLen no e6eol41g Ind Ulrnlly to Iho lop ohorde, IhoF elm4 be Umi T--" on g i a d gO ua ilia➢ Ge honJte ellh DmvnoGle eue awGvo to Bm, dvmoga on Maxlmun Loading 55puf ul 1.33 Duration Fuclor 5Opsf ut 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" D.C. L-BRACE DETAIL W. Nailing Patter . Note: L-Bracing to be used when continuous 3race size Nailing Shfe Nail Spacing . lEtaral bracing is impractical. L-brcz 1x4 orb 1 10d . g� o c must cover 90.9; ofweb lengfi3.- z4, U. orb 1 led 6"o.c. Note: Nail along entire length of L-Brace. (On Two-PI}rs Nail to Both PIiEs): '. u � Web L-Brace must be same species grade (or better) as web member.- • - L-Brea Size for One -Ply Truss Specified Continuous P,ows of Lateral Bracing Web Size 1 I 2 ZY3 or 2:4 I 1 x4 -�- 2x6 2:6 2;8 I ... ^' DIRECT sNasTfRl iION NOT F3uCA3L. L-Breca Size forTwo-Pty Truss Specified Continuous Rows of Lateral Bracing Web �2X4 2 2x3o �4 I +.. ?x6 2x6 .._ 2x8 2;8 ... ^' DIRECT SU55TrRTiION NOTA^r(JCheL SCAB -BRACE DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when contnuous 1=_teal bating at midpoint (or T-Bate) is impractical. Scab must cover full length of web _/-6". THIS DEfAJL IS NOT.APLICA.BLE WHEN BRACING IS — REQUIREDAT [13-POINTS OR PBRACE IS'SPECInED.' " AP_PLY2x SCAB TO ONE' FACE OF VVEB 1 uFH 2 ROWS OF 10d (3" X 0.131'1 NAILS SPACED 6"•O.C. SCAB MUST BE THE SAME GRADE SIZE AND SPECIES (OR BETTER) AS THE VJEB. �\ MAXIMUM 1�B AXIAL FORCE = 2500 lbs MAXIMUM VJEB LENGTH = 12'-0" sCAS BP.Ace 224 MINIMUM VVEB'SIZE- MINIMUM VdEB GRADE OF#3 Nails Sector) Detail ®� Sib -Baca Web Scab -Bate must be same species grade (or better) as web member. T-BRACE / I -BRACE DE i AIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to cnrivert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Br cesize NallS•¢e. Nail Spacing 1x4 or 1x5 11 10d 8' o.c. 24 or 2x6 or 2x8 I 16d 8" o.c. Note: Nail along entire Length 'of:T-Brace! I -Brace. (On Two -Ply s Nail to Both Plies) . . alternate position 1 �t` t WEB r' NwIs Section Detail T-Brace ��.•�� Web - alternate position Nails\ Web--tJ I-B race Narts� SPACING T-BRACE Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size' 2• for 24 1x4 �T-Brace 1x4 (') I -Brace 2x6 ix6 (') T-Brace 2x6 I -Brace Z^8 I2x8 T-Brace 2x8 I -Brace Brace Size for Two-PlyTruss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 12x4 I -Brats 26 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace 7 Brace / I -Brace must be same species and grade (or better) as web member. (I NOTE If SP webs are used in the truss, y x4 or US SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to 4,2 with 1X bracing material, use IND 45 forT-Brace/1-Brace_ For SP truss lumber grades up to n1 with 1X bracing material, use IND 55 for T-Brace/1 B r Job Truss Truss Type Qty Ply 8084 Al Roof Special 2 1 Job Reference (optional) _Southern Truss Co., Fort Pierce, FL 34951 -- Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:42:54 2020 5z5 = .6= 1.5.e 11 Dead mad Del =n16In -LOADING(pst) SPACING- 2-0-0 CSI. DEFL, in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.94 Vert(LL) -0.34 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.77 14 >550 180 BCLL 0.0 ' Rep Stress Incr . YES WB 0.73 Horz(CT) 0.44 10 n1a n/a -BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 217 lb FT=4% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26'Except` B1: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3,W8: 2x4 SP No.2 SLIDER BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-11-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1763/0-8-0 (min. 0-2-1) 10 = 1584/0-8-0 (min. 0-1-8) Max Horz 2 = 140(LC 10) Max Uplift 2 = -344(LC 10) 10 = -287(LC 11) Max Grav 2 = 1763(LC 1) 10 = 1584(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3354/860, 3-4=-5337/1432, TOPCHORD 2-3=-3354/860, 3-4=-5337/1432, 4-5=-4641/1247, 5-6=3990/1087, 6-7=-3990/1088, 7-8=-4660/1267, 8-9=-5428/1513, 9-10=-5938/1600 BOT CHORD 2-18=-704/2986, 15-16=1192/5023, 14-15=-921/4332, 13-14=944/4352, 12-13=-1228/5072, 11-12=-1413/5488, 10-11=-1413/5488 WEBS 3-18=1213/393, 16-18=760/3225, 3-16=-450/1883, 4-15=-739/284, 5-15=104/479, 5-14=-777/276, 6-14=-733/2824, 7-14=-804/306, 7-13=118/495, 8-13=-765/299, 8-12=-103/356, 9-12=-476/188, 4-16=-23/259 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=18ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSIrTPI 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 at joint(s) except (jt=lb) 2=344, 10=287. LOAD CASE(S) Standard �\GEN& i PE.76O51 A jO�� ORIO i� j/SS DNA I' EN�'N���� Job Truss Truss Type Oty Ply 8084 A2 Roof Special 3 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019-Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:42:58 2020 Page 1 ID:I f5n?uVdBReTZnShAtbwRyUUId-AnYxekz67ntFIHcLOWUvc1 ubZE3ddAOsrn8oL3zkw3h -210 10-11-0 228--0-0 20.TV 26-0-0 411-0 1-11 1. -04-11 56 = s.6o n ax6= 1.5v4 IT UX4 II D..d..d o.k=rn6'n •LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.94 Vert(LL) -0.34 14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) .0.78 17-18 >542 180 BCLL 0.0 " Rep Stress Incr YES WB 0.73 Horz(CT) 0.44 10 n/a n/a . BCDL 10.0 . Code FBC2017frP12014 Matrix-S Weight: 230 lb FT = 4% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 -Except- 131: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3,W9: 2x4 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. JOINTS 1 Brace at JI(s): 19 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1763/0-8-0 (min. 0-2-1) 10 = 1584/0-8-0 (min. 0-1-8) Max Horz 2 = 140(LC 10) Max Uplift 2 = -344(LC 10) 10 = -287(LC 11) Max Grav 2 = 1763(LC 1) 10 = 1.584(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-3353/863, 3-4=5346/1416, 4-5=-4616/1257, 5-6=-3991/1085, 6-7=-3992/1087, 7-8=-4660/1268, 8-9=-5428/1513, 9-10=-5938/1600 BOTCHORD 2-20=-70712984, 16-19=-1174/5023, 15-16=-930/4298, 14-15=-925/4314, 13-14=-944/4352, 12-13=-1228/5072, 11-12=-1413/5488, 10-11=-1413/5488 WEBS 3-20=-1218/383, 19-20=-763/3223, 3-19=-432/1893, 4-16=-774/258, 5-16=117/449, 5-14=746/290, 6-14=-732/2825, 7-14=-801/307, 7-13=-1191493, 8-13=-765/298, 8-12=-IQM57, 9-12=-476/188, 4-19=-4/321 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=18ft; Cat. 11; Ezp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 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 at joint(s) except (jt=lb) 2=344, 10=287. LOAD CASE(S) Standard M_84 i PE.76051 � \ � i��F��<ORIO \Z S 0NALI Job Truss Truss Type Oty Ply 80B4 A3 Hip 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTeKlndustries, Inc. 'Sat Feb 15 11:42:582020 Sxe= MR 755 4,e= 1.U4 II L5r<II . LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.33 15 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.77 18-19 >552 180 BCLL 0.0 ' Rep Stress Incr . YES WB 0.73 Horz(CT) OA3 11 n/a n/a _ BCDL 10.0 Code FBC2017f rP12014 MatrixS LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 -Except- Bt: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W3: 2x4 SP No.2 SLIDER BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-9-15 oc bracing. JOINTS 1 Brace at Jt(s): 20 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1763/0-8-0 (min. 0-2-1) 11 = 1584/0-8-0 (min. 0-1-8) Max Horz 2 = 134(LC 10) Max Uplift 2 = -337(LC 10) 11 = -281(LC 11) Max Grav 2 = 1763(LC 1) 11 = 1584(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-3352/875, 3-4=-5348/1439, 4-5=-4610/1275, 5-6=-4589/1336, 7-8=4636/1353, 8-9=-4652/1285, 9-10=-5431/1538, 10-11=-6937/1621, 6-7=-4071/1146 BOTCHORD 2-21=717/2984, 17-20=1195/5025. 16-17=795/3895, 15-16=-790/3912, 14-15=-79813916, 13-14=-125115076, 12-13=-1433/5486, 11-12=-1432/5486 WEBS 3-21=-1218/387, 20-21=774/3222, 3-20=-444/1895, 4-17=-784/266, 6-17=-317/854, 7-14=-341/920, 9-14=-780/308, 9-13=-104/355, 10-13=-463/183, 4-20=-6/322, 6-15=-169/925, 7-15=-160/883 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. PLATES MT20 Dead Load Dal.•7116 in GRIP 244/190 Weight: 236 lb FT=4% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSUiPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=337, 11=281. LOAD CASE(S) Standard N I Nil184 // ``� ��• �tCENs+�.\f���i i PE.76051 't .!'� - ! r* �• Job Truss Truss Type Oty Ply 8084 A4 HIP 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 - Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:42e59 2020 DWLt Worn=w.n soorf s's= a411 4z = 1.5x411 t.s. 11 LOADING(psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.94 Vert(LL) -0.37 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.82 13 >516 180 BOLL 0.0 ' Rep Stress Incr . YES WB 0.75 Horz(CT) 0.47 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Malr[xS Weight:2291b FT=4% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4) This truss has been designed for a 10.0 psf T3: 2z6 SP No.2 TOP CHORD bottom chord live load nonconcurrent with any BOT CHORD 2x6 SP M 26 *Except* 1-2=-3419/1022, 2-3=-5405/1573, other live loads. B1: 2x4 SP No.2 3-4=4716/1401, 6-7=-4752/1394, 5)' This truss has been designed for a live load WEBS 2x4 SP No.3 *Except' 7-8=5445/1620, 8-9=-5965/1703, of * This sf on the bottom chord in all areas where W3: 2x4 SP No.2 BOO C 63/1600, 5-6=-5463/1600 a rectangle 3-6-0 tall by 2-0-0 wide will fit between SLIDER BOT CHORD the bottom chord and any other members. TOP CHORD 14=-=-1057/4370, BRACING- 1-1571/3072, 15-18=1318/5069, 6) Bearing at joint(s) 9 considers parallel to grain Structural wood sheathing directly applied or 2-2-0 13-14=-1052/4387, value using ANSI(TPI 1 angle to grain formula. oc pur Building designer should verify capacity of HO 12-13=-1053/4415, bearing surface. ROT CHORD 11-12=-1332/5098, 7) Provide mechanical connection (by others) of Rigid ceiling directly applied or 6-4-0 oc bracing. 10-11=-1508/5511, 9-10=-1508/5513 JOINTS WEBS truss to bearing plate capable of withstanding 100 1 Brace at Jt(s): 18 2-19=-1244/433, 18-19=941/3319, lb uplift atjoint(s) except Qt=lb) 1=268, 9=268. MTek recommends that Stabilizers and 2-18=-408/1854, 3-15=-712/264, required cross bracing be installed during 4-15=-153/508, 6-12=140/543, LOAD CASE(S) truss erection, in accordance with Stabilizer 7-12=-691/280, 7-11=-88/322, Standard Installation guide. 8-11=-466/181, 3-18=-15/320, 413=-369/1534. 6-13=-373/1490 REACTIONS. (lb/size) 1 = 1590/0-8-0 (min.0-1-14) NOTES- 9 = 1590/0-8-0 (min. 0-1-8) 1) Unbalanced roof live loads have been Max Horz considered for this design. 1 = 94(LC 10) 2) Wind: ASCE 7-10; Vult=160mph (3-second Max Uplift gust) Vasd=124mph; TCDL=5.Opsf; 1 =-268(LC 10) BCDL=S.Opsf; h=18ft; Cat. 11; Exp B; Encl., 9 =-268(LC 11) GCpi=0.18; MWFRS (envelope) and C-C Max Grav Interior(1) zone; cantilever left and right exposed 1 = 1590(LC 1) DOLWFRS for =1n60 shown; Lumber DO or members and forcesL n 1. 0 plate grip 9 = 1590(LC 1) FORCES. (lb) 3) Provide adequate drainage to prevent water Max. Comp./Max. Ten. - All forces 250 (lb) or less ponding. / PE. 7605, ; = / t I I - ORM /s �Nq Job Truss Truss Type Oty Ply 8084 B1 Scissor 5 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:43:00 2020 Page 1 ID:I f5n7uVdBReTZnShAtbwRyUUld-69gi307McP7zybmj7xWNhSZY72hP57o915dvQxzkw3f 8-0-0 10-10-0 15-0-0 i8-0-0 22-8.4 27-a 411-12 4.4 = Wi LOADING(psf) : SPACING- 2-0-0 CS'. DEFL. in (loc) I/defl L/d . TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.30 8-9 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.66 8-9 >491 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(C.T) 0.34 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 "Except* B1: 2x4 SP M31 WEBS 2x4 SP No.3 `Except* W10: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 122010-8-0 (min.0-1-8) 13 = 1220/0-6-0 (min. 0-1-8) Max Horz 1 = 208(LC 10) Max Uplift 1 = -234(LC 10) 13 = -189(LC 11) Max Grav 1 = 1220(LC 1) 13 = 1220(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-4359/1312, 2-3=-3652/1120, 3-4=-2806/889, 4-5=2151/697, 5-6=-2181/686, 8-13=-1220/362 BOT CHORD 1-12=-1327/4000, 11-12=1328/4003, 10-11 =-1 050/3366, 9-1O=747/2601, 8-9=-524/1645 WEBS 2-11=629/269, 3-11=-44/341, 3-10=-813/313, 4-10=148/493, 4-9=-782/317, 5-9=-394/1356, 6-9=37/460, 6-8=-1959/665 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. PLATES MT20 o.ad goad 0e -visor GRIP 244/190 Weight:1441b FT=4% 5) Bearing at joint(s) 1, 13 considers parallel to grain value using ANSI/rPI 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 (t=lb) 1=234, 13=189. LOAD CASE(S) Standard OCENS , i v i PE.76051 � -6 (1 ! 01�� T--/r,� i �4r;�� S oNA i )ENG?\N Job Truss Truss Type Qty Ply 8084 B2 Roof Special 1 1 Job Reference (optional) Soutnem I russ Co., Fort 'Pierce, FL 34Y61 Hun:-8.310 s JUI 27 2019 Print: 8.310 s Jul 27 2019 MiTek industries, Inc. Sat Feb 15 11:43:00 Deed Load 1 a1 • V161n .1= 158= 1.4 II 91.5M II 8-0-c 10.10-0 15-0-0 18-0-0 249$ 28-7 228-1-0 6-0-0 ~ 410.0 I 4-2-0 I 3-0-0 6-9-8 1-9-8 1-8-0 Plate Offsets (X,Y)— [1:0-2-6,Edgel,[3:0-2-0,0-3-01. r6:0-2-8 0-2-41 [7:0-2-0 0-1-12] [16:0-2-8 0-3-41 LOADING(psf) t SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.22 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.49 16-17 >672 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.33 9 n/a n/a BCDL 10.0 Code FBC2017r[PI2014 Matrix-S Weight: 153 lb FT=4% -LUMBER- TOP CHORD 2x4 SP No.2 `Except` T3,T1: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 `Except` 81:2x4 SP M31 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural woad sheathing directly applied or 3-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 9 = 1242/Mechanical 1 = 1242/0-8-0 (min. 0-1-8) Max Horz 1 = 222(1C 10) Max Uplift 9 = -199(LC 11) 1 = -236(LC 10) Max Grav 9 = 1242(LC 1) . 1 = 1242(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4454/1349, 2-3=-3757/1163, 3-4=-2913/928, 4-5=-2260/752, TOPCHORD 1-2=-4454/1349, 2-3=-3757/1163, 3-4=-2913/928, 4-5=2260/752, 5-6=-23191728, 6-7=-1377/436, 9-11=-1224/383 BOT CHORD 1-1 7=-1 386/4088, 16-17=1387/4091, 15-1 6=-1 115/3466, 14-15=-809/2698, 13-14=-455/1498, 12-13=-169/595, 11-12=-171/586 WEBS 2-16=622/263, 3-16=-44/333, 3-15=-810/319, 4-15=-141/509, 4-14=784/287, 5-14=-371/1337, 6-14=-150/632, 6-13=-1336/509, 7-13=-448/1503, 7-11=-1388/399 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; BCD1-=5.0psf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Inte6or(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=199, 1=236. LOAD CASE(S) Standard N / PE.76051 --6 n lC�; bNA i (ENG����\\ Job Truss Tmss Type qty Ply 8084 B3 Roof Special 1 1 Job Reference optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:01 2020 Page 1 I D:I_rSnluVdBReTZn5hAtbwRyUUld-aME4Gme_PiFgZlKvhe2cEfwDaR3mgV7JXIM5yNzkw3e t0i6-0-0 70.10-0 15-0-0 17-0-0 19-0-0 22-9-9 24-8-a 28-1V 4-700 42-0 F 2-0.0 ~2-0-0 3-9$ 1-9-e 3-&a 4.e= a.4= oa.d L..d oA-&1sm us.. u LOADING(psf) ' SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.22 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.50 17-18 >667 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.35 10 n1a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-S Weight: 161 Ito FT= 4% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SPM 31 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-3 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 1242/Mechanical 1 = 1242/0-8-0 (min. 0-1-8) Max Horz 1 = 216(LC 10) Max Uplift 10 = -191(LC 11) 1 = -232(LC 10) Max Grav 10 = 1242(LC 1) 1 = 1242(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=4454/1365, 2-3=-375711182, 3-4=-2915/947, 4-5=-2894/1012, TOPCHORD 1-2=-4454/1365, 2-3=-3757/1182, 3-4=-2915/947, 4-5=2894/1012, 5-6=-2254/788, 6-7=1978/696, 7-8=-1735/582,10-12=-1219/390 BOT CHORD 1-18=-1401/4088, 17-18=-1402/4091, 16-17=-1132/3466, 15-16=-662/2261, 14-15=-610/2079, 13-14=-353/1160, 12-13=-355/1144 WEBS 2-17=-614/260, 3-17=-45/330, 3-16=-813/318, 5-15=-39/252, 6-15=-215/838, 6-14=-460/108, 1-14=-928/366, 8-14=-361/1275, 8-12=-1684/521, 5-16=-355/940 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=191. 1=232. LOAD CASE(S) Standard 1 N j v ` i PE.76051 � _ / //Ili; SS O/VA' I ENG�\\\\\ Job Truss Truss Type Qty Ply 8084 64 Hip 1 1 Job Reference (optional) Southem Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 Mi fek Industries, Inc. Sat Feb 15 11:43:02 2020 Page 1 ID:If5n?uVdBReTZnShAtbwRyUUld-2YoSU60cAONhBw6FMZrmt3MBrPOY?1SIP6oUgzkw3d 6.0-0 10.70-0 1S0.0 16-0-0 22-9-0 26-10 6-0.0 1 4-10-11 4-z-o 3-0-0 4-9-0 540 ' D-d wed Deft. as 6m 4x4= 1.II 4x5= Ysxeo 1x4 II a 1.5x411 6-0-0 10.10.0 15-0-0 18-0-0 22-9-0 26-7-0 28-1-0 1 6-0-0 4-70-0 4-2-0 3-0-0 1 4-9-0 3-10-0 1-6-0 Plate Offsets (X,Y)— [1:0-3-1 0,Edgel.[2:0-2-0,0-3-01 [4:0-2-0 0-1-12] [6:0-2-12 0-1-121 [7:0-1-12 0-1-12] [8:0-2-8 0-0-12] 115:0-2-8 0-3-4] LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.24 15 >999 240 MT20 244/190 * TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.54 15 >613 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.36 8 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 149 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 31 - TOP CHORD 5) * This truss has been designed for a live load BOT CHORD 2x4 SP No.2 *Except* 1-2=-4455/1391, 2-3=-3757/1218, of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between Bt: 2x4 SP M 31 WEBS 2x4 SP No.3 3-4=-2912/978, 4-5=2973/1045, 5-6=-2973/1045, 6-7=-1629/534, the bottom chord and any other members. BRACING- 1219/401, 7-10=-1201/419 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain TOP CHORD Structural wood sheathing directly applied or 2-9-9 OT C BOO CHORD 1-16=-14P , 15-16=-1428/4084, value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of oc purlins, except end verticals. 1414=8 1 70/34 bearing surface. ROT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. /2664,2, 13.14=-848/2664, 12-13=-461/1501 WEBS 8) Provide mechanical connection (by others) of MiTek recommends that Stabilizers and 2-10=-590/252, 3-15=-41/323, truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=1b) 8=204, 1=222. required crass bracing be installed during 3-14=-825/327, 4-14=-143/535, truss erection, in accordance with Stabilizer 4-13=-159/552, 5-13=-281/159, Installation quide. 6-13=-573/1736, 6-12=-609/275, LOAD CASE(S) - 7-12=-436/1453 Standard REACTIONS. (lb/size) 8 = 1242/Mechanical NOTES- 1 = 124210-8-0 (min. 0-1-8) 1) Unbalanced roof live loads have been Max Horz considered for this design. 1 = 203(LC 10) 2) Wind: ASCE 7-10; Vult=160mph (3-second Max Uplift gust) Vesd=124mph; TCDL=5.Opsf; 8 = .204(LC 7) BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl., 1 = .222(LC 10) GCpi=0.18; MWFRS (envelope) and C-C . Max Grav Interior(l) zone; cantilever left and right exposed 8 = 1242(LC 1) ;C-C for members and forces & MWFRS for 1 = 1242(LC 1) reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 FORCES. (lb) 3) Provide adequate drainage to prevent water j Max. Comp./Max. Ten. - All forces 250 (lb) or less ponding. 4) This truss has been designed for a 10.0 M_B�E9//// except when shown. psf bottom chord live load nonconcurrent with any \\\\ \P,� TOP CHORD other live loads. j CE - / ,\ NS,f 1-2=4455/1391, 2-3=3757/1218, 3-4=-2912/978, 4-5=.2973/1045, \ F ` / i O � ,c•. r non / ENG?�\\� Job Truss Truss Type Qty Ply 8084 C1 HALF HIP 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sal Feb 15 11:43:03 2020 04= LOADING(psf) SPACING- 2-0-0 CS'. DEFL, in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 6-7 >927 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31 -Except" T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 950/Mechanical 6 = 950/0-5-12 (min. 0-1-8) Max Horz 1 = 222(LC 10) Max Uplift 1 = -166(LC 10) 6 = -199(LC 7) Max Grav 1 = 950(LC 1) 6 = 950(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1787/457, 2-3=-1055/301, 34=889/308 BOTCHORD 1-8=593/1584, 7-8=-593/1584,_ .-. BOT CHORD 1-8=-593/1584, 7-8=-593/1584, 7-9=-224/570, 9-10=224/570, 6-10=-224/570 WEBS 2-8=0/273, 2-7=-800/325, 4-7=143/538, 4-6=-941/380 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=18ft;'Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 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 atjoinl(s) except Ot=lb) 1=166, 6=199. 44= 4 LOAD CASE(S) Standard Nae Lo.d Den a ire m 1.5:4 II s U4= PLATES GRIP MT20 244/190 Weight: 113lb FT = 4% \\\\\\\\PNl M, B( ///"�i i PE.76051 �t 6t i ti - - 74 \ �\\ ////SS01VA(IENGO\\\\\ Job Truss Truss Type Oty Ply 8084 C2 HALF HIP 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:04 2020 Page 1 ID:I_fSn7uVdBReTZnShAtbwRyUUld-?"Dvo2tidePQC3UMnbJrl8gFfeGDzAIDjb7Zlzkw3b 6-3-511-0-0 16-0-2 21-3-12 6.3-5 I 2 1 5-0-2 5$10 DWLu.d om•+re in 4.4 = 1x4 0 ].4 = x 4 5 LOADING(psf) i SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ltd TCLL -TCDL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.06 1-9 >999 240 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.16 1-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) 0.04 6 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 7-5-8 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 950/Mechanical 6 = 950/0-5-12 (min. 0-1-8) Max Horz 1 = 188(1-C 10) Max Uplift 1 = -162(LC 10) 6 = -205(LC 7) Max Grav 1 = 950(LC 1) 6 = 950(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1883/515, 2-3=-1283/399, 3-4=-851/300, 4-5=-852/301, 5-6=-902/352 BOT CHORD 1-9=-620/1680, 8-9=620/1680, BOT CHORD 1-9=620/1680, 8-9=-620/1680, 7-8=394/1099 WEBS 2-8=656/257, 3-8=-85/423, 3-7=338/128, 4-7=-410/239, 5-7=-397/1124 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpr=u.Io; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Ito uplift at joint(s) except at=lb) 1=162, 6=205. LOAD CASE(S) Standard 1.5x4 II 21-3-12 5-3-10 PLATES GRIP MT20 244/190 Weight:114lb FT=4% NAI B4 �1GEN&-,��ii i PE.76051 -6 n _ (0 Job Truss Truss Type City Ply 8084 C3 HALF HIP 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:04 2020 Page 1 ID:I f5n?uVdBReTZn5hAtbwRyUUld-?"Dvo2tidePOC3UMnbJrlai2f430xslDjb7Zizkw3b 5-510 9-0-0 15-0-2 21312 HAS f 3-a4 i 6-0-2 I 6370 oeaa LoaO tle2 • v4ln a:4= tx4 II 34= a 4 s LOADING(psi) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ved(LL) -0.18 1-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.41 1-8 >623 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 950/Mechanical 6 = 95010-5-12 (min. 0-1-8) Max Horz 1 = 155(LC 10) Max Uplift 1 = -152(LC 10) 6 = -209(LC 7) Max Gray 1 = 950(LC 1) 6 = 950(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1879/591, 2-3=-1527/471, 3-4=-1175/415. 4-5=-1175/415, 5-6=-889/355 BOT CHORD 1-8=-659/1685, 7-8=-45711340 BOT CHORD 1-8=65911685, 7-8=-457/1340 WEBS 2-8=-391/238, 3-8=-48/442, 4-7=492/287. 5-7=-477/1345 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=18ft; Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 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 (jt=lb) 1=152, 6=209. LOAD CASE(S) Standard PLATES MT20 t.5x4 II GRIP 2441190 Weight:106lb FT=4% i PE.t7605i Job Truss Truss Type qty Ply 8084 C4 FLAT 1 1 Job Reference (optional) SOutnem I cuss Oo., hon Ylerce, FL 34951 Run: 8.310 s Jul 27 2019-Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:05 2020 Page 1 I D:I_f5n?uV dBReTZnShAtbwRyUUId-T7Tb673VTxmG2MehwUSYOVhw03 WtlOFuS MKg59zkw3a 5-0-13 V0 7-14 16-10-15 21-312 S-0-13 I 53-1 I 5 1 54-13 1.4 II 5a8 = Dead Lead M. • tnsln .4= 1.5x4 p _ - - 1bv4 II LOADING(pso 3 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.14 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 7.8.4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabil'Izer Installation guide. REACTIONS. (lb/size) 10 946/Mechanical 6 = 946/0-5-12 (min. 0-1-8) Max Uplift 10 = -218(LC 6) 6 = -218(LC 6) Max Grav 10 = 946(LC 1) 6 = 946(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-895/341, 1-2=-1331/452, 2-3=-1331/452, 3-4=-1331/452, 4-5=-1331/452, 5-6=-895/341 BOTCHORD 8-9=-590/1736, 7-8=-590/1736 WEBS 1-9=-506/1491, 2-9=-396/232, WEBS 1-9=-506/1491, 2-9=396/232, 3-9=-465/159, 3-7=-465/159, 4-7=396/232, 5-7=506/1491 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cal. II; Exp B; Encl., 2 2 1 =0.18; MWFRS (envelope) and GC Interior(1) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 (jt=lb) 10=218, 6=218. PLATES GRIP MT20 244/190 Weight: 117 Ib FT = 4% LOAD CASE(S) \�\���P1)MII 8k1//� Standard r PE.7�1 � J 1 f — OR I D �j//SSONAL a Job Truss Truss Type Qty Ply 8084 C5 FLAT GIRDER 1 1 Job Reference (optional) sournem I russ co., tort tierce, FL 34a01 non: 8.310 s Jul 27 2019 Pnnt: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 1 t43:06 2020 Deed toad Ne aV16In 5-0-13 10-7-14 15-10A5 21-3-12 5<-13 8-3-1 5.3-1 Sb13 Plate Offsets (X,Y)— [1:0-2-4,0-1-8], r3:0-4-0.0-3-01 [5:0-2-4,0-1-81 [6:0-2-8 0-1-41. 17:0-4-4 0-3-0] r9:0-4-8 0-2-12] [10:0-2-8 0-1-4] LOADING(psf) { SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.18 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.35 7-8 >721 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matra-S Weight: 109 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 1324/Mechanical 6 = 1306/0-5-12 (min. 0-1-9) Max Uplift 10 = -372(LC 4) 6 = -365(LC 4) Max Grav 10 = 1324(LC 1) 6 = 1306(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=1240/404, 1-11=-2598/733, 11-12=-2598/733, 2-12=-2598/733, 2-13=-2598/733, 13-14=-2598/733, 3-14=25981733, 3-15=-25951732, 15-16=-2595/732, 16-17=-25951732, Continued on page 2 TOPCHORD 1-10=1240/404, 1-11=-2598/733, 11-12=-2598f733, 2-12=-2598/733, 2-13=-25981733, 13-14=-2598f733, 3-14=-2598/733, 3-15=-2595/732, 15-16=-2595/732, 16-17=-2695f732, 4-17=-2595/732, 4-18=-2595/732, 18-19=-2595/732, 5-19=-2595f732, 5-6=1228/393 BOTCHORD 9-22=-958/3395, 22-23=-958/3395, 8-23=958/3395, 8-24=-958/3395, 24-25=-958/3395, 25-26=-958/3395, 7-26=958/3395 WEBS 1-9=767/2720, 2-9=524/297, 3-9=-860/243, 3-8=0/335, 3-7=-863/245, 4-7=-523/296, 5-7=-767/2719 NOTES- J 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; End GCpi=O.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 III uplift at joint(s) except (jl=11a) 10=372, 6=365. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 Ib down and 67 lb up at 1-4-12, 72 lb down and 67 lb up at 3-4-12, 72 lb down and 67 Ib up at 5-4-12, 72 lb down and 67 lb up at 74-12, 72 lb down and 67 lb up at 9-4-12, 72 Ito down and 67 lb up at 11-4-12, 72 Ib down and 67 Ib up at 134-12, 72 lb down and 67 Ib up at 15-4-12, and 72 lb down and 67 lb up at 174-12, and 72 lb down and 67 lb up at 194-12 on top chord, and 52 lb down at 14-12, 52 lb down at 34-12, 52 lb down at 5-4-12. 52 Ib down at 74-12. 52 lb down at 94-12. 52 lb down at 114-12, 52 lb down at 134-12, 52 lb down at 154-12, and 52 Ib down at 17-4-12, and 52 Ib down at 194-12 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 �(el as front (F) or back LOAD CA*3 �\GENs Standard 7 F 1 1) ggead�Roof♦♦live p r�q¢��Lumb�r .i 5, Plate ' r=h.25 t1 = Job Truss Truss Type Qty Ply 8084 C5 FIATGIRDER 1 1 Job Reference (optional) • Southern Truss Co., Fort Pierce, FL 34951 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-70, 6-10=-20 Concentrated Loads (Ib) Vert: 9=-26(B) 2=-48(B) 11=48(B) 12=-48(B) 13=-48(B) 14=-48(B) 15=-48(B) 16=48(B) 17=4B(B) 18=-48(B) 19=48(B) 20=26(B) 21 =-26(B) 22=-26(B) 23=-26(B) 24=26(B) 25=26(B) 26=-26(B) 27=-26(B) 28=26(13) Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11.43:06 2020 Page 2 ID:I_f5n?uVdBReTZnShAtbwRyUUld-xJizJT47EFu79WDIUComjDl WSk9Ugm2g04Ddbzkw3Z / L\CENg�� PE.76051 t __ Lill I f* i/FS0 RIDS �� N Job Truss Truss Type Qty Ply 80B4 D1 Hip 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s.Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:07 2020 Page 1 ID:I_f5n?uVdBReTZnShAtbwRyUU ld-P WbLXp4l?Y0_Hgo32v80TwmDDs9d Dl_Bvgpn9l zkw3Y -2-0-0 7-0-0 I 13-0-0 18-10-8 24-9-0 29-1-0 2-0-0 7-0-0 6-0-0 5-10-8 5-10-8 .5= 10 II 1.4 = o.dd .d o.n. lrem �.- ,i 1.5a4 II 7-0-0 13-0-0 1 i-ida 249-o L3-1-0 ' 7-0-0 I E-o-o I 5-10-a I s-10-s I 3-4-o I Plate Offsets (X,Y)— 12:0-2-0,Edgel.[4:0-2-8 0-1-121, r6:0-2-0 0-1-12] [8:0-2-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.09 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Verl(CT) -0.21 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(CT) 0.07 8 Na n/a BCDL 10.0 Code FBC2017/ TPI2014 Matrix-S Weight: 163 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-11-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1417/0-8-0 (min. 0-1-11) 8 = 1235/Mechanical Max Hoe 2 = 215(LC 10) Max Uplift 2 = .266(LC 6) 8 = -231(LC 7) Max Grav 2 = 1417(LC 1) 8 = 1235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-2477/642, 3-4=-1802/565, 4-5=-1428/523, 5-6=-1428/523, 6-7=728/249, 7-8=-1216/404 TOPCHORD 2-3=-2477/642, 3-4=-1802/565, 4-5=-1428/523, 5-6=-1428/523, 6-7=728/249, 7-8=-1216/404 BOT CHORD 2-13=-689/2182, 12-13=-689/2182, 11-12=-502/1568, 10-11=-502/1568, 9-10=-206/659 WEBS 3-13=0/210, 3-12=-676/233, 4-12:Z468, 5-10=470/266, 6-10=-349/1063, 6-9=-757/315, 7-9=327/1064 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Inte6or(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Ib uplift at joint(s) except Qt=lb) 2=266, 8=231. LOAD CASE(S) Standard i _kCENg i PE.76051 \\ 6� ( -6 /1 - 7 01 ORIO �NAi 1 ENG Job Truss Truss Type Oty Ply 8084 D2 Hip 1 1 Job Reference (optional) umem Truss Co., Fort Pierce, FL 3495 i Kun: 8.31u s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:07 2020 Page 1 ID:I_f5n7uVOBReTZn51 WtbwRyUUld-P W bLXp417Y0_Hgo32va0TwmESsA_Dl5Bvgpn91zkw3Y -2-0-0 GO-0 7-2-7 246-130 I 2-' %-1-00 582-7 5297 1-00 4.4 = Ond mad Deft • IM M 4i4= 1.U411 ­1 .,.-- .,.a = m4 = LOADING(psf) { SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP, TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.09 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.22 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 161 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING. TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-10-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 2 = 141710-8-0 (min.0-1-11) 9 = 1235/Mechanical Max Horz 2 = 202(LC 10) Max Uplift 2 = -281(LC 6) 9 = -260(LC 7) Max Grav 2 = 1417(LC 1) 9 = 1235(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2508/649, 34=-1990/615, 4-5=-1835/635, 5-6=1835/636, 6-7=-1360/474 BOTCHORD 2-13=.701/2214, 12-13=-701/2214, BOTCHORD 2-13=-701/2214, 12-13=-701/2214, LOAD CASE(S) 11-12=58211758, 10-11=451/1359, Standard 9-10=1121312 WEBS 3-12=-503/183, 4-12=-37/392, 5-11=-389/220,6-11=-213/630, 6-10=-803/367, 7-10=454/1404, 7-9=-1209/458 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 to uplift at joint(s) except Qt=lb) 2=281, 9=260. <�' OGENs�.�� i PE.76051 l 0RI9�%\��i�� S 0NA ENG \��\ Job Truss Truss Type Qty Ply 8084 D3 Half Hip 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat, Feb 15 1 T:43:05 202o 6.4 = 10 11 sse WE= b4 = Deed ued Dan - vun ixeu a:e— an:.— 1.4511 9-0.0 15-2-9 21-6-15 26-1-0_ _ 9-0-0 6-2-9 i 6-4-5 F 661-1 Plate Offsets (X Y)— [2:0-2-0 Edoel r3:0-2-4 0-2-12] [5:0-4-0 Edoe] [7:0-2-0 0-1-81 19:0-1-12 0-1-121 [10:0-4-0 0-3-01 LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(L-) -0.17 2-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.41 2-11 >814 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-S Weight: 142 lb FT=4% 1 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* Tt: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1235/Mechanical 2 = 141710-8-0 (min. 0.1-11) Max Horz 2 = 181(LC 10) Max Uplift 8 = -279(LC 7) 2 = -296(LC 6) Max Grav 8 = 1235(LC 1) 2 = 1417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2319/639, 3-4=-22847771, 4-5=-2284/771, 5-6=-2284/771, TOPCHORD 2-3=2319/639, 3-4=2284/771, LOAD CASE(S) 4-5=2284/771, 5-6=2284/771, Standard 6-7=-1678/564, 7-8=11761441 BOTCHORD 2-11 =-647/201 1, 10-11=-650/2004, 9-10=-564/1678 WEBS 3-11=0/347, 3-10=-142/328, 4-10=-429/253, 6-10=-2401705, 6-9=-843/403, 7-9=-644/1915 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(l) zone; cantilever left and right exposed ;C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Ib uplift at joint(s) except OtAID) 8=279, 2=295. �\\Qj OCENs���� i PE.76051 I' ` STArF-e_, // DNA ENG�\�� Job Truss Truss Type Oty Ply 8084 D4 Half Hip Girder 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:09 2020 Page 1 ID:I f5n7uVdBReTZn5hAtbwRyUUld-Luj6yV67XAGhXyS9KBUYLrUWgr9h5KUM_IuEwzkw3W -2-0-0 7-0-0 1 �I --11-1 I 157-3412 526-0 6-0 2 5-0 2-0 -9 -34 5-5-0 Deed U.d OK • $116 m 54k I I 1.411 5z0 = ][Bv 1x< 3.5zB= 4 6 e Imam ][04 14 2< 35 19 38 27 12 2111 2B 30 1031 32 33 p Ld 11 3z6= 4x6MR0X6=10II 4z12= 15K 11 7-0-0 7-0-0 2-1 -a I 1712 I 0 a a22 5A sw s-3-4 -0-0 s5-o Plate Offsets (X,Y)— [2:0-3-3,0-1-81.[3:0-2-4 0-2-12] [5:0-4-O,Edge] [8:Edge 0-1-81 r9:Edge 0-1-121 r10:0-2-4 0-2-01 rl3:0-3-0 0-1-81 LOADING(psf) 1 SPACING- 2-0-0 CS]. DEFL. in (loc) Udell L/d PLATES GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.28 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.56 11-13 >596 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 144 Ib FT = 4% LUMBER - TOP CHORD 2x4 SP M 31 NOTES- BOT CHORD 2x4 SP M 31 TOP CHORD 1) Wind: ASCE 7-10; Vult=160mph (3-second WEBS 2x4 SP No.3 *Except* 2-3=-4890/1368, 3-15=5796/1713, gust) Wind: AS E 7-10; TClt=160 p h W2: 2x4 SP No.2 15-16=-5796/1713, 4-16=-5796/1713, Bust) Va d=1 h=18ft; Cat. II; Exp f, Encl., OTHERS 2x4 SP No.3 4-17=5796/1713, 5-17=-5796/1713, GCpi= 5.Op MW=18 (envelope); cantilever left WEDGE 5-18=-5796/1713, 6-18=-5796/1713, Left: 2x4 SP No.3 6-19=-3721/1093, and right exposed ; Lumber DOL=1.60 plate grip BRACING- 19-20=3721/1093, 7-20=3721/1093, DOL=1.60 TOP CHORD 7-21=-3721/1093, 2) Provide adequate drainage to prevent water Structural wood sheathing directly applied or 2-9-13 21-22=-3721/1093, ponding. oc pudins, except end verticals. 22-23=-3721/1093, 8-23=-3721/1093, 3) All plates are MT20 plates unless otherwise BOT CHORD 8-9=2368/77D indicated. Rigid ceiling directly applied or 6-1-3 oc bracing. BOT CHORD 4) This truss has been designed for a 10.0 psf WEBS 2-14=-1282/4379, 14-24=-1284/4357, bottom chord live load nonconcurrent with any 1 Row at midpt 6-10 24-25=-1284/4357, other live loads. MiTek recommends that Stabilizers and 13-25=-1284/4357, 5)' This truss has been designed for a live load 13-25=-1639/5572, of 20.Opsf on the bottom chord in all areas where required cross bracing be installed during a rectangle 3-6-0 tall by 2-0-0 wide will fit between truss erection, in accordance with Stabilizer 26-27=-1639/5572, the bottom chord and any other members. Installation quide. 12-27=-1639/5572, 6) Refer to girder(s) for truss to truss connections. 12-28=-1639/5572, 7) Provide mechanical connection (by others) of REACTIONS. (lb/size) 11-28=-1639/5572, truss to bearing plate capable of withstanding 100 9 = 2480/Mechanical 11-29=-1639/5572, lb uplift at joinl(s) except Qt=lb) 9=728, 2=682. 2 = 2407/0-8-0 (min. 0-2-0) 29-30=-1639/5572, Max Horz 10-30=-1639/5572 2 = 147(LC 8) WEBS Max Uplift 3-14=0/632, 3-13=512/1661, 9 =-728(LC 5) 4-13=-731/409, 6-13=-100/256, 2 =-682(LC 4) 6-11=01442. 6-10=-2124/626, Max Grav 7-10=778/430, 8-10=1231 /4188 2 = 2407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less i / PE.76051 _ Lill ` sT //ss��NAL ///// / 1111111��\ �✓ Job Truss Truss Type Oty Ply 8084 D4 Half Hip Girder 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:09 2020 Page 2 ID:If5n?uVdBReTZnShAtbwRyUUld-Luj6yV6?XAGhXyS9KBUYLrUWBr9h5KUM_IUE=kw3W NOTES- ,8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 247 Ito up at 7-0-0, 131 lb down and 136 lb up at 9-0-12, 131 lb down and 136 Ito up at 11-0-12, 131 lb down and 136 lb up at 13-0-12, 131 lb down and 136 lb up at 15-0-12, 131 lb down and 136 lb up at 17-0-12, 131 lb down and 1361b up at 19-0-12, 131 lb down and 136 Ib up at 21-0-12, 131 lb down and 136 lb up at 23-0-12, and 131 Ito down and 136 lb up at 25-0-12, and 131 lb --down and 136 lb up at 26-9-3 on top chord, and 320 lb down and 60 lb up at 7-0-0, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down at 17-0-12, 92 Ito down at 19-0-12. 92 lb down at 21-0-12, 92 lb down at 23-0-12, and 92 lb down at 25-0-12, and 92 lb down at 26-9-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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 Liye (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-8=-70, 2-9=-20 Concentrated Loads (lb) Vert: 5=-131(B) 14=269(B) 3=-197(B) ' 15=-131(B) 16=131(13) 17=131(B) 18=-131(B) 19=131(B) 20=131(B) 21=131(B) 22=-131(B) 23=431(B) 24=46(B) 25=-46(B) 26=46(B) 27=46(B) 28=46(B) 29=46(B) 30=-46(B) 31=46(B) 32=46(B) 33=46(B) 76.051 kt OR I O'.\��4\�� n DNA i ENG \��� A A Job Truss Type Qty Ply 8084 TE Hip 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul Z7 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:43:10 Z02u US= ,.4 11 Bx5= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d - TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.18 1-9 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.44 1-9 >797 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.11 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31 'Except- T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1320/0-8-0 (min. 0-1-9) 5 = 1320/0-8-0 (min. 0-1-9) Max Horz 1 = -57(LC 15) Max Uplift 1 = -213(LC 7) 5 = -213(1-C 6) Max Grav 1 = 1320(LC 1) 5 = 1320(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2531/783, 2-3=-2597/925, 3.4=-2597/925, 4-5=-2531f783 BOTCHORD 1. 9=-616/2235, 8-9=-618/2227, BOTCHORD 1-9=-616/2235, 8-9=-618/2227, 7-8=-618/2227, 6-7=618/2227, 5-6=-616/2235 WEBS 2-9=0/358, 2-8=-157/584, 3-8=-423/229, 4-8=-157/584, 4-6=0/358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasu=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=213, 5=213. LOAD CASE(S) Standard PLATES MT20 Dead Load D4.=114In GRIP 2441190 Weight: 12911b FT=4% �10ENg�N��ii i PE.76051 t. _ Job Truss Truss Type QtY Ply 8084 E2 Hip Girder 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MITek Industries, Inc. Sat Feb 15 11:43:11 2020 Page 1 ID:I fsn?uVdBReTZn5AAtbwRyUUld-HHgsNB7G3nWPmH5gHlDyemwplNN93ingln_lozkw3U 19-0.74 23-0.D 1 32-0-0 1111-2 I 10.I 3-0-07-M -2 1-2-0-0 7-0-0 I 1642-0 Dead La.d Den=vem 5x4 tx� 11 2 B— g {x4 II 14= 2 di 15 20 14 21 13 12 22 11 23 19 15xe- 1z411 h9= T9= 1.411 5x10 MROH5 VA= 1Y II LOADING(psf) t SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d . TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.33 13 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.66 13 >536 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code. FBC20171TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-9-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2573/0-8-0 (min. 0-2-2) 8 = 257310-8-0 (min. 0-2-2) Max Horz 2 = 57(LC 27) Max Uplift 2 = -733(LC 4) 8 = -733(LC 5) Max Grav 2 = 2573(LC 1) 8 = 2573(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5284/1485, 3-16=-613411811, 4-16=6133/1811, 4-17=-6133/1811, 5-17=6133/1811, 5-18=-6133/1811, 6-18=6133/1811, 6-19=-6133/1811, Continued on page 2 .�_ TOPCHORD` 2-3=-5284/1485, 3-16=-6134/1811, 4-16=-6133/1811, 4-17=-6133/1811, 5-17=6133/1811, 5-18=-6133/1811, 6-18=-6133/1811, 6-19=-6133/1811, 7-19=-6134/1811, 7.8=-5284/1485 BOT CHORD 2-15=-126014738, 15-20=-126214718, 14-20=-1262/4718, 14-21=-1844/6639, 13-21=-1844/6639, 12-13=-1844l6639, 12-22=-184416639, 11-22=-1844/6639, 11-23=-1282/4718, 10-23=-1282/4718, 8-10=-1281/4738 WEBS 3-15=0/590, 3-14=-549/1832, 4-14=-554/303, 5-14=-643/183, 5-13=01355, 5-11=-643/184, 6-11=-554/303, 7-11=-549/1832, 7-10=01590 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. MARINE PLATES GRIP MT20 244/190 MT20HS 187/143 Weight:1471b FT=4% la 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) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=733, 8=733. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245 lb down and 247 lb up at 7-0-0, 131 lb down and 136 lb up at 9-0-12, 131 lb down and 136 lb up at 11-0-12, 131 lb down and 136 lb up at 13-0-12, 131 lb down and 136 lb up at 15-0-0, 131 lb down and 136 to up at 16-11-4, 131 lb down and 136 lb up at 18-11-4, and 131 lb down and 136 lb up at 20-11-4, and 245 lb down and 247 lb up at 23-0-0 on top chord, and 320 lb down and 60 lb up at 7-0-0, 92 lb down at 9-0-12 , 92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb down at 15-0-0, 92 lb down at 16-11-4, 92 lb down at 18-114, and 92 lb down at 20-11-4, and 320 Ib down and 60 lb up at 22-114 on bottom chord. The design/selection of such others. ction dev``ic\\\(5J�1s� 1144 ko#qq?7)bl ty of 9) In the LOA�.L \ 1-sivo n, V plied to the face 1h� s�ar�r+to� fto �r back (B)' ` PE. 76051 �����/S 0NA I E\\\V����� �� Job ss Truss Type oty Ply 8084 TFM2 Hip Girder 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Hun: 8.31U s Jul 27 Z019 Print: 8.310 s Jul 27 2019 MlTek Industries, Inc. Sat Feb 15 11:43:11 [UZU rage Z ID:I_f5n?uVdBReTZn5tu4tbwRyUUld.HHgsNB7G3n WPmH5gHlDyemwplTVN93ingln_Iozkw3U LOAD CASE(S) ' Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=70, 3.7=-70, 7-9=-70, 2-8=-20 Concentrated Loads (Ib) Vert: 7=-197(B) 15=-269(B) 14=-46(B) 3=-1 97(B) 4=131(B) 13=46(B) 5=131(B) 6=-131(B) 11=46(B) 10=-269(B) 16=-131(B) 17=131(B) 18=131(B) 19=-131(B) 20=-46(B) 21=-46(B) 22=-46(B)23=-46(B) NA. 84��ii���/ . �NCENS�; PE 76051 130 4\ i `.-ORIDPT% //���SSaNAI'ENr'��\\\ Job Truss Truss Type Oty Ply 8084 F1 Attic 5 1 Job Reference (optional) Soutnern I was co., port coerce, rL 349bl nun: 6.31u s JUI 27 2u19 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:12 2020 Page 1 ID:I_f5n?uVdBReTZn5hAtbwRyUUld-mTOEaXBugSeGORg l gSkBA_T1 yttl UXLW 3yXYrFzkw3T -2-0-0 6-6-4 14-2 1-73 104-83a 71-0-1331221411499-7142 V--0 +"o6-� 7-9-14 1 1-~181-663 -02I 3.6 = M= 6 6 500 t2 40 II 1- \\ 7tad II E 12 11 10 3x4= led 11 1xd II 5z6 w3= 3e4 = Dead load oea an6 In Plate Offsets C< Y)— [2:0-1-6 Edge],[4:0-0-5 0-0-01 [5:0-2-0 Edge] [6:0-0-5 0-0-01 [8:0-1-10 Edae] LOADING(psf) p SPACING- 2-0-0 CSI. DEFL. in (too) 1defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.42 11-12 >593 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.86 11-12 >288 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Hor2(C-0 0.04 8 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-S Attic -0.2311-12 437 360 Weight: 86 lb FT=4% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1139/0-8-0 (min. 0-1-8) 8 = 1139/0-8-0 (min. 0-1-8) Max Horz 2 = -79(LC 11) Max Uplift 2 = -199(LC 10) 8 = -199(LC 11) Max Grav 2 = 1139(LC 1) 8 = 1139(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1789/274, 3-4=-1499/334, 4-5=-80/1303, 5-6=-80/1302, TOPCHORD 2-3=-1789/274, 3-4=-1499/334, 4-5=-80/1303, 5-6=-80/1302, 6-7=-1499/334, 7-8=-1787/275 BOT CHORD 2-12=-96/1520, 11-12=96/1520, 10-11=-96/1520, 8-10=-96/1520 WEBS 7-11=0/407, 3-12=0/413, 4-6=-2931/449 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bottom chord live load (20.0 psi) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=199, 8=199. 7) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 8) Attic room checked for L1360 deflection. LOAD CASE(S) Standard i PE.76051 ///�//�'/ONAi Job Truss Type Qty Ply B084 TF Attic 5 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:13 2020 Page 1 ID:I_f5n?uVdBReTZnShAtbwRyU UI d-Efycnl9 WaOm7?bFDOAFQjBOAyHC4dzL4HCG5Nhzkw3S -2-0-0 6g4 8-4-2 9-7-3 70.6-0 17-9-13 Ik11-14 149-12 21-4-0 2-0.o 6-fi-0 1-9-14 1-3-2 11-D-13 F1-D-13I t32 ~7-9-14 ~ 6-64 ' Dead Load DOC - PAS In 3.5xa = 25a6 �25v6= fi fa4 II 73 "FIT3 13 10 9 3.44= tx II 1.4 II 5.8 Wd= deal= 6-6-4 14-9-12 21.4-0 6-6-0 8-3-8 "-4 Plate Offsets (X,Y)— [4:0-0-11,0-2-81 [5:0-2-0 Edge], [6:0-0-11 0-2-8] [8:0-1-10 Edge] LOADING(psf) i SPACING- 2-0-0 CSI, DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.43 10-11 >574 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.01 10-11 >247 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Attic -0.2610-11 383 360 Weight: 83 lb FT=4% LUMBER - TOP CHORD 2x4 SP M 31 BOTCHORD 2x4 SP M 31 'Except' B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1022/0-8-0 (min. 0-1-8) 2 = 1208/0-8-0 (min. 0-1-8) Max Horz 2 = 94(LC 10) Max Uplift 8 = -82(LC 11) 2 = -140(LC 10) Max Grav 8 = 1044(LC 2) 2 = 1208(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOPCHORD 2-3=-1969/188, 3-4=-1646/267, 4-5=-29/1505, 5-6=-33/1506, TOP CHORD 2-3=-1969/188, 3-4=1646/267, 4-5=-29/1505, 5-6=-33/1506, 6-7=-1646/263, 7-8=1957/177 BOTCHORD 2-11=-87/1680,11-12=-87/1680, 12-13=-87/1680, 10-13=-87/1680, 9-10=-87/1680, 8-9=87/1680 WEBS 7-10=0/470, 3-11=01492, 4-6=-3311/321 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=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.OIb AC unit load placed on the bottom chord, 10-8-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=1b) 2=140. 8) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 9) Attic room checked for L1360 deflection. LOAD CASE(S) Standard 0 PN1�I i PE.76051 � - y� y F\<ORIO '9/0 ONA Job Truss Truss Type Qty Ply 8084 F2 Attic 1 1 Job Reference o tional Southern Truss Co., Fort Pierce, FL 34951 v4 = Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. at Feb 15 11:43:13 2020 Page 1 I D:1_f5n?uVdBReTZn5hAtbwRyUU Id-Efymtg WaOm7?bFDOAFQjBOFFHCHd_14HCGSNhzkw3S Y4 Y4= y - �5= 5 a 7 v411 e 1] n 1z4 II 5xa %B= 3.4 = De.0 Lm 00.•L16M LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.32 12-13 >786 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.61 12-13 >408 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S Attic -0.22 12-13 458 360 Weight: 88 lb FT = 4% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 'Except- B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1139/0-8-0 (min. 0-1-8) 9 = 1139/0-8-0 (min. 0-1-8) Max Horz 2 = 69(LC 14) Max Uplift 2 = -193(LC 6) 9 = -193(LC 7) Max Grav 2 = 1139(LC 1) 9 = 1139(1-C 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 4 TOP CHORD 2-3=-1859/305, 3-4=1569/359, 4-5=-28/1042, 5-6=-37/1181. 6-7=33/1042, 7-8=1570/359, 8-9=-1857/305 BOT CHORD 2-13=-105/1596, 12-13=-105/1696, 11-12=-105/1596, 9-11=-105/1596 WEBS 3-13=0/412, 4-7=-2777/266, 8-12=01407 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=18ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psi) applied only to room. 12-13 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=193. 9=193. 8) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 9) Attic room checked for 1-/360 deflection. LOAD CASE(S) Standard I I I MI B� // 4j _(CENS+�.T���i l t - Q`- Job Truss Truss Type Oty Ply 8084 F3 Hip Girder 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:14 2020 Deed Lead Den. LB in LOADING(psq 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.13 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.27 10 >923 180 BCLL 0.0 " Rep Stress Incr NO WB 0.23 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Coder FBC2017/rP12014 Matrix-S Weight: 98 lb FT=4% LUMBER - TOP CHORD 2x4 SP M 31 'Except" T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 6-5-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1829/0-8-0 (min. 0-2-3) 6 = 1829/0-8-0 (min. 0-2-3) Max Holz 2 = 57(LC 31) Max Uplift 2 = -519(LC 4) 6 = -519(LC 5) Max Grav 2 = 1829(LC 1) 6 = 1829(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3453/952, 3-12=-3466/103B, 4-12=-3466/1038, 4-13=3466/1038, TOPCHORD 2-3=-3453/952, 3-12=-3466/1038, 4-12=-3466/1038, 4-13=-3466/1038, 5-13=-3466/1038, 5-6=-3453/952 BOT CHORD 2-11=-824/3064, 11-14=-825/3044, 10-14=-825/3044, 10-15=-794/3044, 9-15=-794/3044, 8-9=-794/3044, 6-8=-792/3064 WEBS 3-11=01590, 3-1 0=-1 99/610, 4-10=-551/313, 5-10=-199/610, 5-8=0/590 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=519, 6=519. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245 Ito down and 247 It, up at 7-0-0, 131 lb down and 136 lb up at 9-0-12. 131 lb down and 136 lb up at 10-8-0, and 131 lb down and 136 lb up at 12-3-4, and 245 lb down and 247 lb up at 14-4-0 on top chord, and 320 lb down and 60 lb up at 7-0-0, 92 lb down at 9-0-12, 92 Ito down at 10-8-0, and 92 lb down at 12-3-4, and 320 lb down and 60 lb up at 14-3-4 on bottom chord. The ciesign/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)• LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 5=-197(B) 11=-269 B) 10=-46(B) 3=-197(B)4=13a( ,� �,( )J2=-131(B) 13=-131(B)\1\z\P) i PE. 76051 � � art 'as�4k€a,^Iy Job Truss Truss Type Oty Ply 8084 FGR Hip Girder. 1 �f 2 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 Mi fek s.s = U4 11 5 Inc. Sat Feb 15 11:43:15 2020 a5.4= 6 omd U.dOM • v161, 4n= 7 b II LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.13 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.30 10-11 >844 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 . Code FBC20171TP12014 Matrix-S Weight: 282 lb FT=4% LUMBER - TOP CHORD 2x4 SP M 31 `Except- T2: 2x4 SP No.2 BOTCHORD 2x6 SP M 26 `Except- B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W4,W7: 2x4 SP No.2 W8: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2 = 5229/0-8-0 (min. 0-2-3) 8 = 6580/0-8-0 (min. 0-3-14) Max Herz 2 = 188(LC 8) Max Uplift 2 = -1234(LC 4) 8 = -1357(LC 5) Max Grav 2 = 5229(LC 1) 8 = 6580(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1188312743, 3-4=10340/2375, 4-5=9034/1975, 5-6=-9029/1973, 6-7=-6152/1281, 7-8=-5993/1277 Continued on page 2 TOPCHORD 2-3=11883/2743, 3-4=1034912375, 4-5=9034/1975, 5-6=-9029/1973, 6-7=6152/1281, 7-8=-5993/1277 BOTCHORD 2-12=-2579/10823, 11-12=-2579/10823, 11-13=-2160/9360, 10-13=-2160/9360, 10-14=-1281/6152, 9-14=1281/6152 WEBS 3-12=-555/2022, 3-11=-2107/689, 4-11=-1078/4081, 4-10=-459/322, 6-10=-996/4143, 6-9=3234/837, 7-9=1748/8390 NOTES. 1) 2-ply truss to be connected togetherwilh 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-4-0 oc, Except member 11-3 2x4 - 1 row at 0-9-0 oc, member 11-4 2x4 - 1 row at 0-9-0 oc, member 10-4 2x4 - 1 row at 0-9-0 oc, member 5-10 2x4 - 1 row at 0-9-0 oc, member 10-6 2x4 - 1 row at 0.9-0 oc, member 6-9 2x4 - 1 row at 0-9-0 oc, member 9-7 2x4 - 1 row at 0-9-0 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=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=1234, 8=1357. i PE.76051 ( -6 n �i F Dg�\a�\� (� //��SSONgIIENG�\��\\ Job Truss Truss Type Oty ply 8084 FGR Hip Girder 1 2 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 NOTES- .8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2460 Ito down and 748 lb up at 7-0-12, 1215 lb down and 299 lb up at 9-0-12, 1215 lb down and 280 lb up at 11-0-12, 1215 lb down and 251 lb up at 13-0-12, 1222 Ito down and 224 Ib up at 15-0-12 , and 1222 lb down and 211 lb up at 17-0-12, and 1222 lb down and 219 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 2-8=-20 Concentrated Loads (lb) Vert: 12=-2460(F) 11=1215(F) 10=-1215(F) 9=-1222(F) 13=1215(F) 14=-1222(F) 15=-1222(F) Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 l l:43:15 2020 Page 2 ID:I_fSn7uVdBReTZnShAtbwRyUUld-A24NCYBm600rFvPcWbluoc5cb5gS5pnMWACSnkw3Q i PE.76059 X\ ` OR ID 2 \i/�/SSONA� Job Truss Truss Type City Ply 8084 GE1 GABLE COMMON 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:16 Z020 Page 1 ID:I_fsn7uVd BReTZn5hAtbwRyUU ld-eEelOuBOtJBit2_o3lp7LgerWLJMKgU7 WzaVl_Ozkw3P 13-0-10 14-6-0 r - - 134-10 I 1-0E 4x4 o L5N II 8 10 3x<4 18 18 17 18 15 14 13 12 11 1.5x4 LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 12 n/a n/a BCDL 10.0 Code. FBC2017fTPI2014 Matrix-S Weight: 88 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 11-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-6-0. (lb) - Max Horz 1= 217(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 19. 18, 17, 16, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 11, 1, 18, 17, 16, 15, 14, 13, 12 except 19=311(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1U11:1.2 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSI/fPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) 11, 19, 18, 17, 16, 15, 14. 13, 12. LOAD CASE(S) Standard B< i PE.76059 UI �oT ;q� iv^ 4�;� Job Truss Truss Type qry Ply 8084 GE2 GABLE 1 1 Job Reference (optional) Southern Truss Go., Fort Pierce, FL 34901 Kun: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:16 2020 Paget ID:I_fsn?oVdBReTZnStWtbwRyUUld- EeIOuBOIJBit2_o3lp71_geogUMcgU7VJzaVI_Dzkw3P -24-0 13-11-0 2-0 D I 13-11-0 ts4r 13-11-0 13-11-0 Plate Offsets (X,Y)— r2:0-0-12,0-1-131, r2:0.0-4,0-2-01 LOADING(psf) 1 SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 13 n/a n/a BCDL 10.0 Code FBC2017lrPI2014 Matrix-S Weight: 89 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-11-0. (lb) - Max Horz 2= 249(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21 Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 21 except 2=323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Ezp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSI7rPl 1. 3) All plates are lx4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21. LOAD CASE(S) Standard i PE.76051 `7 �f -6 n -71 ///�///S ONA i IENG\\��\\ Job Truss Truss Type Oty Ply 8084 HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Hun: 5.310 s JUI 27 2019 Print: 8.310 s Jul 27 2019 MITek Industries, Inc. Sat Feb 15 11:43:17 2020 Page 1 I D:I_f5n7uVdBReTZn5l WtbwRyUUld-6RC7dEC 1 edGZUCZ_dbKMtl AgxuhHZwYfCEFJ WSzkw3O -2-9-15 4-0-0 6-11-6 2-9-15 4-0-0 2-11-6 LOADING (psf) ? SPACING- 2-0-0 CSI. DEFL. in . (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) .0.01 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 2-7 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 36 lb FT= 4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -8 3-1-4 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during 71 truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 98/Mechanical 2 = 40610.10-15 (min. 0-1-8) 5 = 105/Mechanical Max Horz 2 = 133(LC 22) Max Uplift 4 = -47(LC 4) 2 = -228(LC 4) 5 = -16(LC 8) Max Grav 4 = 106(LC 19) 2 = 543(LC 35) 5 = 205(LC 32) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=559/0, 3-8=-485/19 BOT CHORD 2-10=-61/434, 7-10=61/434, 7-11=-61/434, 6-11=61/434 WEBS 3-6=-477/67 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DO, 1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4, 5 except Qt=lb) 2=228. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 157 lb down and 238 lb up at 1-6-1, 157 lb down and 238 lb up at 1-6-1, and 97 lb down and 25 lb up at 4-4-0, and 97 lb down and 25 Ib up at 4-4-0 on top chord, and at 1-6-1, at 1-6-1 , and 12 lb down at 4-4-0, and 12 lb down at 4-4-0 on bottom chord. The design/selection 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 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 2-5=-20 Concentrated Loads (lb) Vert: 8=204(F=102, B=102) -\GENs\��//i F i PE.76051 _6 /I _ A1%�`.�ORID����� ///�/�//0NAL �ENG��\\\\ i Job Truss Truss Type Qty ply 8084 HJ7 Diagonal Hip Girder 6 1 Job Reference (optional) aoumem Truss Coo., Fort Fierce, FL c455 i nun: o.a i u s Jui zl zul s runt: 8.31U s JUI 27 Z019 MiTek Industries, Inc. Sat Feb 15 11:43:18 2020 Page 1 ID:I_f5n7uVdBReTZn5h4tbwRyUUld-adlVraDfPxOQ6MeBBjrbQFf7LIy51JBpRu_s2uzkw3N -2-11-15 5-2-3 9-9.5 i 2-9-15 5-2_3 V-2 S2-3 47-2 Plate Offsets (X,Y)— [2:0-2-0,Edgel LOADING(psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.33 Hom(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 43 Ib FT = 4% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 160/Mechanical 2 = 526/0-10-15 (min. 0-1-8) 5 = 251/Mechanical Max Horz 2 = 167(LC 22) Max Uplift 4 = -92(LC 4) 2 = -249(LC 4) 5 = -45(LC 8) Max Grav 4 = 166(LC 19) 2 = 674(LC 35) 5 = 305(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-891/100, 8-9=807/111, r,. TOPCHORD 2-8=-891/100, 8-9=807/111, 3-9=743/120 BOTCHORD 2-1 1=-1 911742,11-12=-191/742, 7-12=191l742, 7-13=191l742, 6-13=-19lf742 WEBS 3-6=789/203, 3-7=0/264 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Va5d=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4, 5 except (jt=lb) 2=249. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 157 lb down and 238 Ib up at 1-6-1, 157 It, down and 238 lb up at 1-6-1. 97 lb down and 25 Ito up at 4-4-0, 97 Ib down and 25 lb up at 4-4-0, and 72 lb down and 78 Ib up at 7-1-15, and 72 It, down and 78 lb up at 7-1-15 on top chord, and at 1-6-1, at 1-6-1, 12 lb down at 4-4-0, 12 lb down at 4-4-0, and 36 lb down at 7-1-15, and 36 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASES) 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: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=204(F=102, B=102) 10=-38(F=-19, B=-19) 13=36(F=-18, B=-18) X N 18_ <Fq/��ii i PE1.7605 i � NW Truss Truss Type Oty Ply rJob 8084 AJack-Open 15 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:19 2020 LOADING(psf) SPACINripG- 2-0-0 CS'. DEFL, in (too) Vdefl Ud TCLL 20.0 DOL Plate G5 1.2 TC 0.40 Vert(L-) -0.00 2 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -139/Mechanical 2 = 361/0-8-0 (min. 0-1-8) 4 = 9/Mechanical Max Horz 2 = 54(LC 6) Max Uplift 3 = -139(LC 1) 2 = -198(LC 6) Max Grav 3 = 102(LC 6) 2 = 361(1-0 1) 4 = 18(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) 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=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3=139, 2=198. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 7 Ito FT = 4% \PN I N 16�J//���i i PE.76O51 \ - ORID , 6 Job Truss Truss Type Oty Ply 8084 J1A Jack -Open 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 Mi7ek Industries. Inc. Sat Feb 15 11:43:19 2u20 Page 1 ' ID:I_f5n?uVdBReTZnShAtbwRyUUld-2pJt2wEHAEXHkWiNIOMgySGOliPClraygVkPbLzkw3M 1-0-0 I as = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. � in (loc) I/deft Ud PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 TIC0.01 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-P Weight: 3lb FT=4% LUMBER - TOP CHORD 2z4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 4110-8-0 (min. 0-1-8) 2 = 32/Mechanical 3 = 9/Mechanical Max Horz 1 = 18(LC 10) Max Uplift 1 = -5(LC 10) 2 = -19(LC 10) Max Grav 1 = 41(LC 1) 2 = 32(LC 1) 3 = 18(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1, 2. LOAD CASE(S) Standard i / PE 76.051 moo'. �A4- e, -ORID`1��7Ci�� D Job Truss Truss Type Qty Ply 8084 J3 Jack -Open 15 1 Job Reference (options]) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:20 2020 Page 1 ' ID:1 f5n7uVdBReTZn5hAtbwRyUUld.XOtGFGEWYf8LgHZI8l3VgoRiGkOmlp6uCTz7nzkw3L 3-0-e LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 20.0 } Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017r-P12014 Matrix-P Weight: 13 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 3 = 14/Mechanical 2 = 36110-8-0 (min. 0-1-8) 4 = 26/Mechanical Max Horz 2 = 78(LC 6) Max Uplift 3 = -24(LC 10) 2 = -147(LC 6) Max Grav 3 = 18(LC 20) 2 = 361(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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)' This truss has been designed for a fire load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=147. LOAD CASE(S) Standard v i PE.76051 f I - RI0VV' �k", /////�•SS DNA 'qE�'. �Qi\�� 1 Job Truss Truss Type Oty Ply 8084 J3A Jack -Open Structural Gable 1 1 Job Reference (optional)7 Southern Truss Co., Fort Pierce, FL 34951 W= Run: 8.31 u s Jul 27 2019 Pnnt 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:4321 2020 Page 1 ID:I f5n?uVdBReTZn5hAtbwRyUUld-?CReTcFXisn?zgslsrPl2tLjzV4wVl3F7sDWfDzkw3K LOADING(psi) } SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code'FBC20171TPl2014 Matrix-P Weight: 8lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mr Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 102/0-8-0 (min. 0-1-8) 2 = 79/Mechanical 3 = 23/Mechanical Max Horz 1 = 51(LC 10) Max Uplift 1 = -9(LC 10) 2 = -49(LC 10) Max Grav 1 = 102(LC 1) 2 = 79(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSI/rPl 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard Job Tmss Truss Type Qty Ply 8084 J5 Jack -Open 25 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:21 2020 Page 1 ID:I_fSn?uVdBReTZn5h.4tbwRyUUld-7CReTcF) isn?zgslsrPl2tLtlNOkVI3F7sDWfDzkw3K 5-0-0 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 q Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 BC 0.26 Verl(CT) -0.05 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 19 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 118/Mechanical 2 = 418/0-8-0 (min. 0-1-8) 4 = 46/Mechanical Max Horz 2 = 112(LC 10) Max Uplift 3 = -74(LC 10) 2 = .130(LC 6) Max Grav 3 = 118(LC 1) 2 = 418(LC 1) 4 = 92(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=O.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Ot=lb) 2=130. LOAD CASE(S) Standard \\\\\ \ I 1111 / ///j Am 8 �kGENS��i�i i PE.76051 i 0� �,c 4 i /���5ONAL Ep1�\\��� Job Truss Truss Type Qty Ply 8084 J5A Jack -Open 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MfTek Industries, Inc. Sat Feb 15 11:43:22 2020 as = LOADING (psi) a SPACING- 2-0-0 CS'. DEFL. in (loc) Udefi Vd TCLL 20.0 Plate Grip DOL 1.25 TO 0.38 Vert(LL) -0.02 1-3 >999 240 TCDL 15.0 Lumber DOL 1.26 BC 0.22 Vert(CT) -0.04 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/.rPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 19210-8-0 (min. 0-1-8) 2 = 149/Mechanical 3 = 43/Mechanical Max Horz 1 = 85(LC 10) Max Uplift 1 = -23(LC 10) 2 = -86(LC 10) Max Grav 1 = 192(LC 1) 2 = 149(LC 1) 3 = 85(LC 3) FORCES. (lb) Max. Comp./Max. Ten. except when shown. All forces 250 (lb) or less NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1, 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 15 lb FT=4% oW 11 186 ////�� PE.76051 �\ -6 ti Job Truss Truss Type Qty Ply 8084 J7 Jack -Open 26 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:23 2020 Page 1 ID:I_f5n?uVdBReTZn5tAtbwRyUUId-xbZOuHHnET1 iC708_GRm71QvYJeNzfZYaAidk6zkw31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Vd TOLL 20.0 i Plate Grip DOL 1.25 TC 0.73 Verl(LL) -0.11 2-4 >695 240 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 2-0 >347 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD Zx4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 201/Mechanical 2 = 495/0-8-0 (min. 0-1-8) 4 = 66/Mechanical Max Horz 2 = 146(LC 10) Max Uplift 3 = -117(LC 10) 2 = -126(LC 6) Max Grav 3 = 201(LC 1) 2 = 495(LC 1) 4 = 132(LC 3) FORCES. (lb) Max. Comp./Max. Ten. except when shown. All forces 250 (lb) or less NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 ijt=11b) 3=117, 2=126. LOAD CASE(S) Standard oaaduad oan.- ire'in PLATES GRIP MT20 2441190 Weight: 26 lb FT=4% i� _tGENS+�.���i i PE.76051 / t - ! ip� f1 = 5 Job Truss Truss Type ly 8084 J7A Jack -Open 77P 1 JobReference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:23 2020 Page 1 ID:I 15n?uVdBReTZnShAtbwRyUUId-xbZOuHHnET1 iC706_GRm71QrsJeNzfZYaAidk6zkw31 Dead Lead oea. In In 3d = 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 20.0 a Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.11 1-3 >695 240 MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 1-3 >347 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 22 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 297/0-8-0 (min. 0-1-8) 2 = 231/Mechanical 3 = 66/Mechanical Max Horz 1 = 119(LC 10) Max Uplift 1 = -42(LC 10) 2 = -128(LC 10) Max Grav 1 = 297(LC 1) 2 = 231(LC 1) 3 = 132(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1 except (jt=lb) 2=128. LOAD CASE(S) Standard > i �)GENs����i� i PE.76051 `t N i,�iSSONAL ENG\\\\\ Job - Truss Truss Type Qty Ply 8084 K1 Half Hip 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 272019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 l l:43:24 2020 Pagel ID:I_t5n?uVdBReTZn5hAtbwRyUUld-Pn7m5dHQ?m9ZgHbKXy?f WzBOj3ii2phpgRAGYzkw3H 4-8-2 aAA 9�-0 � 443-2 F 3-11-74 0.8�-0 5x4 = 1.5xd II 4 LOADING(psf) a SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.28 Vert(LL) -0.01 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.03 1-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 44 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1 = 39810-8-0 (min. 0-1-8) 5 = 39810-8-0 (min. 0-1-8) Max Horz 1 = 155(LC 10) Max Uplift 1 = -58(LC 10) 5 = -117(LC 10) Max Grav 1 = 398(LC 1) 5 = 398(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=598/99 BOTCHORD 1-6=-220/501, 5-6=-220/501 WEBS 2-5=-534/234 WEBS 2-5=-534/234 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 5=117. LOAD CASE(S) Standard I -\GENs�.�� r PE.76051 1' /,// / oNA ENG\\\\\\ Job Truss Truss Type Oty Ply 8084 K2 Half Hip Girder 1 1 Job Reference (optional) Southern Truss Go., Fort Pierce, FL 34951 Kun: 8.31 o s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:25 2020 Page 1 ID:I_f5n?uVeBReTZn5hAlbwRyUUld-tzhgJz12m4HCSRAXShTEC) VEg7LBRWr2UBko_zkw3G Deed Land pert. 1116 in 643-0 2-B-0 Plate Offsets (X,Y)— 11:0-0-12,0-0-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.05 1-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.11 1-5 >969 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 42 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 53210-8-0 (min. 0-1-8) 4 = 888/0-8.0 (min. 0-1-8) Max Horz 1 = 121(LC 8) Max Uplift 1 = -11 O(LC 8) 4 =-256(LC 8) Max Grav 1 = 532(LC 1) 4 = 888(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=764/136 BOT CHORD 1-5=173/611, 5-7=-174/590, 4-7=-174/590 BOT CHORD 1-5=173/611, 5-7=-174/590, 4-7=-174/590 WEBS 2-5=0/582, 24=-896/265 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D lb uplift at joint(s) except Ot=lb) 1=110, 4=256. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 136 lb up at 6-8-0, and 174 lb down and 145 lb up at 8-6-12 on top chord and 320 lb down and 60 lb up at 6-8-0, and 100 lb down at 8-6-12 on bottom chord. The design/selection 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=70, 2-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 5=-269(F) 2=-131(F) 6=-174(F) 7=-50(F) 1GEN i PE.76051 \\ S 1<ORIDP \��\'�' /���is 0NAi ECG \\�\ Job Truss Truss Type Oty Ply 8084 MV1 Valley 1 1 Job Reference (optional) Southem Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:25 2020 a LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 2 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 4lb FT=4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 1-6-8 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 3611-6-8 (min.0-1-8) 2 = 28/1-6-8 (min.0-1-8) 3 = 8/1-6-8 (min. 0-1-8) Max Horz 1 = 14(LC 10) Max Uplift 1 = -6(LC 10) 2 = -15(LC 10) Max Grav 1 = 36(LC 1) 2 = 28(LC 1) 3 = 16(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrenl with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIfFPI 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 at joint(s) 1, 2. LOAD CASE(S) Standard N 4\GEN& i PE.76051 111�G?\\\ I Job Truss Tmss Type Oly Ply 8094 MV2 Valley 2 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sal Feb 15 11:43:26 2020 Page 1 ' ID:I f5n?uVdBReTZnShAtbwRyUUld-L9EXWJJgXOPH3bfjr0_TWbUWoYA?I_HBwHKRzkw3F 2-0-0 2-M z' LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 .t Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/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 Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 5lb FT=4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 57/2-0-0 (min. 0-1-8) 2 = 4512-0-0 (min. 0-1-8) 3 = 13/2-0-0 (min. 0-1-8) Max Horz 1 = 22(LC 10) Max Uplift 1 = -9(LC 10) 2 = -24(LC 10) Max Grav 1 = 57(LC 1) 2 = 45(LC 1) 3 = 25(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 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 Ito uplift at joint(s) 1, 2. LOAD CASE(S) Standard i <�' L\CEf & i i PE71 w t _ I � 0ORI_DP sONALI E I Job uss Truss Type City Ply 8084 :[M'V3 Valley 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:25 "2020 a4 0 1.U4 II 2 1.U4n LOADING(psf) SPACING- -2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 SC 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quice. REACTIONS. (lb/size) 1 = 120/3-6-8 (min. 0-1-8) 3 = 120/3-6-8 (min. 0-1-8) Max Horz 1 = 45(LC 10) Max Uplift 1 = -18(LC 10) 3 = -37(LC 10) Max Grav 1 = 120(LC 1) 3 = 120(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. LOAD CASE(S) Standard `KC \,\GENS i PE.7605 i / I — o' `. ORID? S ONALI Job Truss Truss Type Qty Ply 8084 MV4 Valley 2 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Hun: 8.310 s Jul 27 2n19 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:27 2020 Page 1 ID:I f5n7uVdBReTZn5hAtbwRyUUld-gMovjfKlHhX8hIKvD6ViH8bhw5DvSY8Vogrtizkw3E Wa LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 { Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - n/a 999 MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 13 Ib FT = 4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structuralwood sheathing directly applied or4-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 14114-0-0 (min. 0-1-8) 3 = 141/4-0-0 (min. 0-1-8) Max Horz 1 = 53(LC 10) Max Uplift 1 = -21(LC 10) 3 = -43(LC 10) Max Grav 1 = 141(LC 1) 3 = 141(LC 1) FORCES, (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 0 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. LOAD CASE(S) Standard i PE76051 ` =_ Job Truss Truss Type Qty Ply 8084 MV5 Valley _ 1 1 Job Reference (optional) soumem I russ co., eon vierce, -L d9a01 Kun: 6.J1 u a Jul Z/ Zule ennC d.31U a JUI27 2019 MI reK Industries, Inc. Sat Feb 15 11:43:27 Z0Z0 Vage 1 I D:I_f5MuVd8ReTZn5hAtbwRyUU Id-gMovjfKl HnXShlKvD6ViH ebaxw06v5Y8Vogntzkw3E 3 h4 % 4.U4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Uld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) n/a - n/a 999 MT20 244/190 - TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 19 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 210/5-6-8 (min. 0-1-8) 3 = 21015-6-8 (min. 0-1-8) Max Horz 1 = 79(LC 10) Max Uplift 1 = -32(LC 10) 3 = -65(LC 10) Max Grav 1 = 210(LC 1) 3 = 210(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. MOORS 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Intedor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard 1 � OGENS i PE.76O51 � f -6: n 5 Job Truss Truss Type Qty Ply 8084 MV6 Valley 2 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:43:28 2020 Page 1 ID:I_f5n?uVdBReTZnShAtbwRyUUld-IYMHx?Lw27f7Jvvampi xgMajyKLkevoHkRPOPJzkw3D W S 1.5. II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP _ TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.94 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 20 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 231/6-0-0 (min. 0-1-8) 3 = 231/6-0-0 (min. 0-1-8) Max Horz 1 = 87(LC 10) Max Uplift 1 = -35(LC 10) 3 = -71(LC 10) Max Grav 1 = 231(LC 1) 3 = 231(LC 1) FORCES. (lb) Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. It; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 nonconcurrenl with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard i i PE.76O5 r� 1 _ I Job Truss Truss Type Qty Ply 8084 MV7 Valley 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MTek Industries, Inc. Sat Feb 15 11:43:28 2020 Page 1 ID:I_f5n?uVdBReTZn5hAtbwRyUUld-IYMHx?Lw2?PJw6mpixgM6sQKRRev HkRPOPJzkw3D 7-6-e 7-6-6 tw 11 3 W 6 U4 II 1.5.4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matrix-P Weight: 28 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M7ek recommends that Stabilizers and requiredcross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 95f7-6-8 (min. 0-1-8) 4 = 128/7-6-8 (min. 0-1-8) 5 = 37717-6-8 (min. 0-1-8) Max Horz 1 = 113(LC 10) Max Uplift 4 = -40(LC 10) 5 = -116(LC 10) Max Grav 1 = 95(LC 1) 4 = 128(LC 1) 5 = 377(LC 1) NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces'& MWFRS for reactions shown; 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) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) 4 except Ot=1b) 5=116. LOAD CASE(S) Standard FORCES. (lb) except hCome AshonTen. -All forces 250 (lb) or less \\����\P\A N j B< 2-5=-293/200 \-� Qj � \)CENS-�� /. 1 I= l I I ,<ORID.��Ci�� AfAL //�//�S aI Job Truss Truss Type Oty Ply 8084 MVS Valley 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Kun: 6.31U s Jul 27 ZU19 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:29 ZUZU 4 2K o txa II 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 a Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 29 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purims, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi rek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 103/8-0-0 (min. 0-1-8) 4 = 136/8-0-0 (min. 0-1-8) 5 = 403/8-0-0 (min. 0-1-8) Max Horz 1 = 121(LC 10) Max Uplift 4 = -42(LC 10) 5 = -124(1-C 10) Max Grav 1 = 103(LC 1) 4 = 136(LC 1) 5 = 403(1-C 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . WEBS 2-5=-313/213 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=1b) 5=124. LOAD CASE(S) Standard R PE.76O5 i i0`� c RIVA Tn Job Truss Truss Type Qty Ply 8084 Nt Common Girder 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:30 2020 Dead Load Den.- 1181n .5= • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in -(loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.11 10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 10-11 >681 180 BCLL 0.0 ' Rep Stress Incr . NO WB 0.74 Horz(CT) 0.05 8 n/a n/a - BCDL 10.0 Code FBC20171FP12014 Matrix-S Weight: 85 lb FT = 4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 3717/0-8-0 (min. 0-3-1) 2 = 270010-8-0 (min. 0-2-4) Max Horz 2 = 73(LC 8) Max Uplift 8 = -760(LC 9) 2 = -641(LC 4) Max Grav 8 = 3717(LC 1) 2 = 2700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-5204/1175, 3-4=-5530/1288, 4-5=-4533/1035, 5-6=-3534/1030, TOPCHORD 2-3=5204/1175, 3-4=-5530/1288, 4-5=-4533/1035, 5-6=4534/1030, 6-7=-5924/1268, 7-8=-6870/1417 BOT CHORD 2-13=-1083/4692, 12-13=-1083/4692. 11-12=-1166/5087, 10-11=-1104/5456, 10-14=-1264/6225, 9-14=-1264/6225, 9-15=-1264/6225, 8-15=-1264/6225 WEBS 5-11=-729/3260, 6-11=-1764/352, 6-10=-266/1593, 7-10=883/180, 7-9=-140/850, 4-11=1260/389, 4-12=304/1113, 3-12=-154/450, 3-13=-308/127 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=760, 2=641. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1304 lb down and 392 Ito up at 5-0-12, 926 lb down and 238 Ib up at 7-0-12, 930 lb down and 172 Ito up at 9-0-12, and 930 Ib down and 182 lb up at 11-0-12, and 930 lb down and 186 lb up at 13-0-12 on bottom chord. The design/selection 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-8=-70, 2-8=-20 Concentrated Loads (lb) Vert: 11=-926(B) 10=-930(B) 12=-1304(B) 14=-930(B) 15=-930(B) \� 4� 'OCENs�\���/ i PE.7605 i Job Truss Truss Type Oty Ply 8084 N2 Common 3 1 Job Reference o tional Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:30 2020 Page 1 ID:I_f5n?uVdBReTZnShAtbwRyUUld-ExU2MhMAacvIYC2UuE3PvnD7p81 P60MaCIuVrCzkw3B -2-0-0 7-2-0 I 14-" _ _ 164-0 2-0-0 7-2-0 7-2-0 2-0-0 - axa = LOADING(psf) : SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd . TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.05 2-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.12 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 782/0-8-0 (min. 0-1-8) 4 = 78210-8-0 (min. 0-1-8) Max Horz 2 = 58(LC 14) Max Uplift 2 = -168(LC 10) 4 = -168(LC 11) Max Grav 2 = 782(LC 1) 4 = 782(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/144, 3-4=-891/144 . BOTCHORD 2-6=-55/723, 4-6=-55/723 WEBS 3-6=0/327 WEBS 3-6=0/327 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=18ft; Cat. 11; Exp 8; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jl=lb) 2=168, 4=168. LOAD CASE(S) Standard Dead Load oNl- MS In PLATES GRIP MT20 2441190 Weight: 55 to FT=4% PE.7605 i \ -_ sONALI ENG,,\\��� Job Truss Truss Type Oty Ply 8084 N3 Hip 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:31 2020 Page 1 4A = LOADING(psf) g SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.05 2-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.12 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 782/0-8-0 (min. 0-1-8) 4 = 78210-8-0 (min. 0-1-8) Max Horz 2 = 58(LC 10) Max Uplift 2 = -168(LC 10) 4 = -168(LC 11) Max Grav 2 = 782(LC 1) 4 = 782(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/144, 3-4=891/144 BOT CHORD 2-6=55/723, 4-6=-55/723 WEBS tl3`6=0/327 WEBS 3-6=0/327 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=168, 4=168. LOAD CASE(S) Standard F _ � Dead Load Der. =me to PLATES GRIP MT20 2441190 Weight: 55 lb FT=4% xA / PE-76051 'j� �\ s' //�//�S 0NALt ENG��\\\\ Job Truss Type Oty Ply8084 TN4 Hip Girder 1 1 _ Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:32 2020 Page 1 ID:I_f5n7uVdBReTZnShAtbwRyUUId-AJconMOR6E9RnWCt?f51 CIT?xj0ahgtf3NbY5zkw3g -24-0 5-0-0 9-40 14-0-0 16-0-0 2, 4-40 5-0-0 N-0 m4 d.4= e < ao 1z wt wt 7 2 8 1 10 ] 6 1 3aa c 1. ti 1x4 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP _ TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.05 8 >999 240 MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC20171-FP12014 Matrix-S Weight: 56 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 cc purlins. BOTCHORD Rigid ceiling directly applied or 9-11-3 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1015/0-8-0 (min. 0-1-8) 5 = 1013/0-8-0 (min. OA-8) Max Horz 2 = 44(LC 31) Max Uplift 2 = -299(LC 4) 5 _ -298(LC 5) Max Grav 2 = 1015(LC 1) 5 = 1013(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-156BA36, 3-9=-1377/413, 4-9=-13771413, 4-5=-15681435 BOTCHORD 2-8=-348/1413, 8-10=-344/1435, 7-10=-344/1435, 5-7=-346/1412 BOTCHORD - 2-8=-348/1413, 8-10=-344/1435, 7-10=-344/1435, 5-7=-346/1412 WEBS 3-8=0/359, 4-7=0/360 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=18ft; Cat. II; Ezp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=299, 5=298. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 135 lb up at 5-0-0, 72 lb down and 82 lb up at 7-0-12, and 72 lb down and 82 lb up at 7-3-4, and 128 lb down and 135 lb up at 9-4-0 on top chord, and 251 lb down and 26 lb up at 5-0-0, 52 lb down at 7-0-12, and 52 lb down at 7-3-4, and 251 lb down and 26 lb up at 9-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-55(F) 4=-55(F) 8=103(F) 7=-103(F) 9=-96(F) 10=52(F) i PE.76O51 Job s Truss Type Oty Ply 8084 TV Valley 1 1 _ Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:32 2020 Page 1 ID:I f5n7uVdBReTZnShAtbwRyUUld-AJconMOR6E9RnWCt7f5t_CI=pDajntf3NbY5zkw39 5" = 2 a41 W -- LOADING (psf) 1 SPACING- 2-0-0 C DEFL. in (loc) I/defl L/d • TCLL 20.0 Plate Grip DOL 1.25 TCSI. 0.05 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 114/4-0-0 (min. 0-1-8) 3 = 114/4-0-0 (min. 0-1-8) Max Horz 1 = B(LC 10) Max Uplift 1 = -21(LC 10) 3 = -21(LC 11) Max Grav 1 = 114(LC 1) 3 = 114(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. t_ ., 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Intenor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 3. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 10 lb FT=4°/ i PE. 76051 ��! 7 A ! _ Job Truss Type Oty PlyB084 Tvr8uss Valley 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:33 2020 Page 1 ID:I_f5n7uVdBReTZnSMtbwRyUUld-e W 9A_iO3tXHl Pgn3ZNc6XPdtLeIJA00uj794xzkw38 4-0-0 8-0-0 4-0-0 4-0-0 4x4 = z4 s 1x4 n W 0 8-0-0 8-0-0 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - rife 999 MT20 244/190 . TCDL 15.0 { Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 24 lb FT=4% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 146/8-0-0 (min. 0-1-8) 3 = 14618-0-0 (min. 0-1-8) 4 = 29718-0-0 (min. 0-1-8) Max Horz 1 = -20(LC 11) Max Uplift 1 = -40(LC 10) 3 = -44(LC 11) 4 = -26(LC 10) Max Grav 1 = 146(LC 1) 3 = 146(LC 1) 4 = 297(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. :U71�S3 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. LOAD CASE(S) Standard ENs�.��ii i PE.76Q51 GRID S/0NAL ENG\\\\\\ Job Truss Truss Type qty Ply 8084 V12 Valley 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s JUI 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:33 2020 Page 1 ID:I_f6n7uVdBReTZn5hAtbwRyUUld-eW9A iO3tXHlPgn3ZNc6XPrcJL36J9tOuj794xzkw36 6-0-0 t 2-pq 6-04 I 5-0-0 44 = 3.44 W II n41 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d . TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 209/12-0-0 (min. 0-1-8) 3 = 209/12-0-0 (min. 0-1-8) 4 = 531/12-0-0 (min. 0-1-8) Max Harz 1 = 33(LC 10) Max Uplift 1 = -53(LC 10) 3 -59(LC 11) 4 = -66(LC 10) Max Grav 1 = 213(LC 21) 3 = 213(LC 22) 4 = 531(LC 1) FORCES. (lb) Max. Comp./Max. Ten. except when shown. WEBS 2-4=372/179 All forces 250 (lb) or less WEBS 2-4=372/179 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=18ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. PLATES GRIP MT20 2441190 Weight: 38 lb FT=4% LOAD CASE(S) Standard \_\GEN& PE.76051 � 1 I I I ORI0 S ONALI ENG\\��\\ II Job Truss Truss Type Oty Ply 8084 V16 Valley 1 1 Job Reference (optional) Southern Truss Go., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2D19 MiTek Industries, Inc. Sal Feb 15 11:43:34 2020 Page 1 ID:I_f5n?uVdBReTZn5hAlbwRyUUId-6ijYB2PherP81 gMF747L3dNtolUz2dP96Nsid=kw37 B-0-0 16-0-0 B-0-0 8-0-0 04 = 1 r B 3"�' 1.4 II 1. II Iva II h<e LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a - n/a 999 •TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 16-0-0. (Ib) - Max Horz 1=-45(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 1, 5,7 except 8=-124(LC 10), 6=-124(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=316(LC 1), 8=387(LC 21), 6=387(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-302/185, 4-6=302/185 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except Qt=lb) 8=124, 6=124. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 55 lb FT=4% OCENg�. / PE.76051 `t X\ Job Truss Type Qty Ply 8084 TV Valley 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:36 2020 Page 1 ID:I_fsn7uVdBReT7n5hAtbwRyUUld-buHxPOQJP9Y?ev Shnfacgw_I9m2n3JJL1cG9Pzkw36 9-10-9 10.1fe 20-0-0 9-10-9 0.3 0 9-10.8 5.00 FT h4 c e u4 u 4x4 = LOADING(psf) s SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud •TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(L-) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1= 58(LC 10) Max Uplift All uplift 100lb or less at joint(s) 1, 5 except 8=163(LC 10), 6=-163(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=519(LC 21), 6=519(LC 22) 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=18ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Inte6or(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=163. 6=163. FORCES. (Ib) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (Ib) or less Standard except when shown. WEBS 2-8=-394/240, 4-6=394/240 . h4 C PLATES GRIP MT20 2441190 Weight: 71 lb FT = 4% i PE. 761]51 � rt - 6; i IE�.1\\��� Job Truss Truss Type Oty Ply 8084 V24 Valley 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 U. FIT 3.4c Run: 8.310 s Jul 27 2019 Print: 8.310 s Jul 27 2019 MiTek Industries, Inc. Sat Feb 15 11:43:35 2020 Page 1 ID:I_f5n?uVdBReTZnStWtbwRyUUld-but- xPOOJPSY?ezxShnfacgw_N9m?n3JJL1cG9Pzkw36 4.4 = 10 9 IA II 3x8 WB= 4x4 = 8 1.4 n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 a Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a - n/a 999 -TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. --- REACTIONS, All bearings 24-0-0. (lb) - Max Horz 1= 57(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 10, 8 except 11=-160(LC 10), 7=-160(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 10=346(LC 23), 11=502(LC 1). 8=346(LC 24). 7=502(LC 1) 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 10, 8 except (jt=lb) 11=160 , 7=160. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. LOAD CASE(S) WEBS Standard 2-11=-379/233, 5-7=-379/233 3" 1 PLATES GRIP MT20 244/190 Weight: 89 lb FT=4% KI 84 �� i .•. /��//�S �NAI LENG\\��\\ Job Truss Truss Truss Type Oty Ply 808q Valley 1 1 Job Reference (optional) Southern Truss Co., Fort Pierce, FL 34951 Kun: 6.31U s Jul 27 ZU19 Print 8.31 U s JUI 27 2U19 MU eK Incustnes, Inc. Jat FeD 1 b 11:43:38 ZUZU rage l ID:Lf5n?uVdBReTZnShAtbwRyUUld-35rJckRxASgsG7WeEVAp82T9AY61WW7SahLphszkw35 9-10-8 18-1-8 28-0-0 9-108 8-3-0 9-108 LOADING(psf) r SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud •TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a - We 999 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 28-0-0. (lb) - Max Horz 1=-57(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 9 except 10=-106(LC 7), 12=-161(LC 10), 8=-161(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=510(LC 23), 11=306(LC 2), 12=507(LC 21), 9=306(LC 2), 8=507(LC 22) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-337/192, 2-12=-384/236, 6-8=384/236 WEBS - 4-10=-337/192, 2-12=-384/236, 6-8=384/236 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=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 9 except (jt=lb) 10=106 , 12=161, 8=161. LOAD CASE(S) Standard ]x4 C PLATES GRIP MT20 244/190 Weight: 105 Ib FT = 4% �1GENg�%/r, PE.76051 `1 %'a'`. ORI_D �'•\��l ��� I