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�_. SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)4.64-4160 ' Fax: (772)318-0015 Job Number: 9240 Customer. GHO Homes Name: MW 261 Avalon Address: FILE SOPY Lot 261 Meadowood City, ST, ZIP: Saint Lucie County, FL General Truss Engineering Criteria & Design Loads REVIEWED F/OwR� Building Code and Chapter. Computer Program Used:/�++/(�®E COMPLIANCE FBC2017ffP12014 MiTekVersion:8.31Ae Q 45.0 psf ROOF TOTAL LOAD N/A wind Building Authority. 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County Date Truss lD# 1 01/25/20 Al 2 01/25/20 A1A INo. 3 01/25/20 A2 4 01/25/20 A3 5 01/25/20 A4 6 01/25/20 A5 7 01/25/20 A6 8 01/25/20 A7 9 01/25/20 A9 10 01/25/20 A10 11 01/25/20 A10A 12 01/25/20 A10B 13 01/25/20 All 14 01/25/20 Al2 15 01/25/20 A13 16 01/2520 A14 17 01/2520 A15 18 01/25/20 A16 19 01/25/20 A17 20 0125/20 A18 21 0112520 A19 0112520 A20 23 0112520 B1 24 01/25/20 B2 25 01/2520 B3 26 01/25/20 B4 27 01/25/20 B5 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. /f dtyt�(Tjruss sign Package of; Brian M. BI akly MQR �b Reg)Eng. o. 76051 2590`N. Kings ighway P,IL FaHn Slrt PlE:Me. FI 34951 No. Date Truss ID# 28 01/25/20 Be 29 01/25120 Cl 30 01/25120 C2 31 01/25/20 C3 32 01/25/20 C4 33 01/25/20 C5 34 01/25/20 CJ2 35 01/25/20 CJ42 36 01/25/20 CJ48 37 01/25/20 D1 38 0125120 D2 39 01/25/20 D3 40 01/25120 D4 41 01/25/20 D5 42 01/25/20 D6 43 01/25/20 07 44 01/25/20 D8 45 01/25120 D9 46 01/25/20 D70 47 01/25/20 Dll 48 01/25/20 E1 49 01/25/20 E2 50 01/25/20 E2E 51 01/25/20 E3 H ERE E4 53 51/25/20 Hi 54 01/25/20 H2 I' jd N Date Truss lD# 55 01/25/20 H3G 56 01/25/20 H4G 57 01/25/20 A 58 01/25/20 J2 59 01/25/20 J2A 60 01/25/20 J3 61 01/25/20 J4 62 01/25/20 J4G 63 01/25120 J5 64 01/25/20 J5E 65 01/25/20 J6E 66 0125/20 J7 67 01/25/20 J42 68 01/25/20 J48 69 01/26/20 J48G 70 01/25/20 Kt 71 0125/20 K2 72 01/25/20 K3E 73 01/25/20 MV2 74 012520 MV4 75 01/25/20 MV6 76 01/25/20 V4 Page 1 of 1 TYPICAL DETAIL '@ `00R.NER. -. HIP NOIE: NDS=National Design Specifictions for Wood Construction. 132.57 per Nail (D.O.L.Factor=1.00) nds toe nails only have 0.33 of lateral Resistance Value. _ 12 SO -1 SO HIP GIRDER CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT AQ UP TO 265# - 2-166 NAILS P.EO'D. BQ UP TO 394 = 3-16d NAILS REO'D. N=;11 n 4 n use 2-16d toe nail TC & BC. Typical jack 45• r 1 attachment TYPICAL CORNER. LAYOUT use 3-16[ toe noil L 2-16d Typical Hip —jack- attachment CHORD HANGERS FASTEN ER GIRDER I JACK J1—J3 10 HIP JACK GIRDER TC — — — — — — — 2-16d nails — - — — — BC — — — — — —— 2-16d nails ————— J5 TO HIP JACK GIRDER. TC — — — — — — — 2-16d nails — — — — BC — — — — — —— 2-16d nails ————— J7 TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC ———————I2-16d nails ————— HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails .———— MINIMUM GRADE OF LUMBER T.C. 2x4 SYP g2 B.C. 2x4 SYP #2 W®5 2x4 Si? No.3 LOADING L (P57 INCR.: DO% D PdC2o17 TOP 20 BOTTOM 0010 SPACING 24' O.C. SOUTHERIN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort rce, FL 3495 COMPANIES NIES (800)232 01509 (772)464-4160 7://�Ksonnvn ssmm Fax:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4150 11 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. 12 1WE� iO i® iO _O nO ® n 1 i II ii O O A 0 0 O 5—D-0 HIP GIRDER J � CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT Q UP TO 255p = 2-16d NAILS REQ'D. Q UP TO 3941 = 3-16d NAILS REQ'D. use 2-15 toe nail C TC & BC. Typical jack 45' attachment I J1 A O ' i H5 (HIP GIRDER) •� `•�\O O O i •• use 3-16c toe nail TYPICAL CORNER LAYOUT & 2-16d Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — —— — —— 1 2-16dnails ————— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails —-——— TC — — — — — —— 3-16dnails —— ——— BC — — —— — —— 2-16dnoils —-——— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — •— — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails ———— MINIMUM GRADE OF LUMBER T.C. 2x4 S!P {2 B.C. - 2x4 Si? Q2 WEBS 2x4 SYP Ne.3 LOADING (PSG -`"rrT. INCR.: 25z FBC2017 L O TOP. 20 BOTTOM 00 10 SPACING 24, O.C. s Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fax:(772)31 B-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 Hanaers . Face Mount Hanger Charts IRVII imime k* .. . JoisfSrse USP . Stock No- ' - '. - 'Ref. Min. - Steel. .. Gauge ..., Dmhenshons (n)etlule'� �-. ; .: , .DF/6P :. Allowahk Leads RbaJ' . -! _C '-' ' `r... Coder'" ... Joist .. W �: --� H D .' A' AfiN Max .... ..= _ Ul - .. .. - Natl-: ` FloeRoof: Upldt' - .. fGo%�.715% 125% 160%' JL24 W24 20 1-9/1fi 3 1-12 15/i6 - d L lad 1 2 1 1Odx1-1/2 :+470. 591;:580, I' 320. 5, R5, F2 11 'Id 2 10d X 1-1/2 1560 1 640.1' 695"1: 320 JL241F-TZ - I 18 1-9/i6 3-1/8 I1-12 - _ 4 10tl HOG I 2 11Odx1-12HDG 465'1 535:1 580F1: 280 : I 31, R7, F32 41 led HDGI 2 1adxt-12HDG .550:J 61516151'280'. 2x4 JUS24 LlIS24 18 1.9116 3-1/8 1-3/4I 1 4 ( 1Gd 2 1ad '675"1775.j M.1 510 LU SUH24 U24 I 16 1-9/16 3-1/4 2 I1-3h6 - 4 10d 2 10dx1.12 500 1. 550 605:1 3BD . S. 4 16d 1 2 1 lad 1-1/2I''5901 665.1 7201 380 HD26 H1126 14 1-9/i6 3-12 2.12 1-1/8 Min 4 led 2 1 lad x1-1/2 !b'a �695 '1, 7451 365: K. I F2 Maz .615 { 695 1 745 1 595 •.LJL261F1Z JL26 .• W26 ..� 20_ 1-9/i6 43/4` 1'1121k:'IS/1fi It. ✓ fi -,: 10dx142'.I 710 e05 j a,, 1 650 f 6 I-: 160 4.1' 10dxl-12� 1840'I 960111H 650. -! LUC262 1 _1B.. 19/16�- 4-12�112 ['.. FFF � I 3F321. 11 6` :76d HDGI'-4 j10d.z1-12HDG.950110351 730 JU52c" `, WS26v. r 18 1.+4/16. 4-i3/16II 1-14 :'_1 ( -'' 4 )' 10d .. j..4 :c.:. .: tOd :. 'I 870' 700011080:I 1115 :) 5,R5,F2 MUG26 J`I-MUS25 .1-18" 11Y1fi.'S-1n61 B :. '10d'. J) 6 ......• 10d.-- 11285I 1475.1 1605I 865.1 131, R1, F32 2xfi ;lH26 =i1126 ifi,''1-g/16I 6-1/8,.1 2 13h6 6": 10d I'4:1' lOdxi-12. 750 I. 840. 910: ' 755 :. 61;••16d.P41 :10dx1-12.'I 88011000110801 755 . -HU526 _ =: j'HUS25':.: 95: '' 1.5/B 13.7116 {' . 3 `-1-:12 1 '- 114 { 16d <: j -6 1- . ' led 2760' 1 3140 13345 1 1925 I - H026 "). HU26 14 -.11 `` 9/161 V 777777 I ,3-12 212 1-1/8 Min 1Aax H 4 2' `' 16d �10dx1.12 1:4.1 I -' 615 {' 695 (745 I: 365. S. R5, 675 631 745 595 - RD28 :{iiu2B {.,-14. I II Ft9/Ifi1 5-1/4 2-i1 ` 11/8_ 1 ran MaX B'.I_.': 1 4 76d ) _- to x1.12 11230 113901 14901 780 ' F2 11230 mI i490) 825. JL26 I LU26 I 20 1 9/ifi 4-3/4 I1-1/2115/16I 6 I 1Do j 4 i 111x1-1,2 1 710 i 8061 870 1 650. 6 1 16d 4 1 tOdx1-12 1840 'I,960 110451 650' JL26IF-R I WC2fi2 I 18 ItAq 6I F12 I1-12 - _ .6 toed HDGI 4 1Ddx 7-12H06 695.1 800'1 870!:I 730 31, R7, F32 6 16d HOG I 4 I l0dx1-7/2 HDG 63a 1 950 1ID35I 730 - JL28 LU28 20 1-9116 1 6_318 142 15fi6 _ 10 tOdd 1 6 10dX 1-12 1180112951 12951 •8M' 15, P5, F2 10 164 j 6 10dxi-1/2 '1400 1600117401 855-:. JL281F-TZ - 18 1-9116 6-1/8 1-112 - _ 8 10d HDGI 4 tad x1-12 HDG 930 11055111601 730:' 0I 31, RI, F32 8 1 16d HDG 4 1adx 1-12 HDG 11051 12TE 1 12151 730 JUS26 LUS26 18 11-9/16 4-2/16 1-3141 1 - 14 1 10d 4 I lad '870 1000 10801 1115' iR JUS28 1 LUS28 18 1-9/16 6-5/8 11-3/4 1 6 1 tad 4 1 10d 111101.127011375 I .1115 }7 5, A5, F2 2 x 8 MUS26 1 MI1526 18 1-9/16 5-1116 2 1 - 6 1 1 Od 5 j 10d 1285 I' 14751 1605 B iS 31, R7, MUS28 MUS28 18 1-9/16 7-1116 2 1 - 8 1Od 8 10d 1710 1970.I 2140 j 1230 1 F32 SUH26 U26 I 16 1-9/16 5-1/8 2 1-3/16 - 6 10d 1 4 J 1ad x1-12 -.750 1 940) 9101 755'1 fit led 1 4 1 1adx 1.112 1 880.1 10001 JaS01 755 SUH28 I - I 16 1.9116 6-98 1 2 1-3116I _ 18 1 10d 16 1 10dx 1-12 1000 111 2a 12101 800 j 1 81 16d 6 10d x1-12 11751133511440'I 800 i HUS26 I HUS26 1 16 1-5/8 1 5-7/16 1 3 2 - 74 I 1fid 6 l6d 2760 31401 3345. 1925 5 HUS28 HUS28 16 1-5/8 1 7-3116 3 2 - 22 16d 18 1 16d 4175 4345 4345 2570 R5 H029 HU28 14 1-9/16 5-1/4 2-12 1-1/8 MaY 8 16d 4 70d X1-72 '1230I 13901149aj 78(1 F2 123a 11390 1 1490 I 825 H0210 HU210 ' I 14 1-9/16 7-3116 2-12I 1-1/8 76d fi 70d x 1-12 lo 1WS 7W Max 14 Al 1 2430 { 1 1) Uplift bads have been increased 60% for wind or seismk leads; no hither increase shall be permitted 2)16d sinkers (0.148 da x 3-1/4' long) may he used at 0.34 of the table load where lad commons are specified. This does not apply 10 JUS, HUS, MILS slant nail hangers. 3) For JUS, H115, and MUS hangers: Nails must be driven at a 30'to 45' angle through the joist or truss into the headw to achieve the table loads. 4) NAIL& lad x 1-12' nails are 0.148' da x 1-12' long, lad nuts are 0.148' dLL x 3' long, 16d earls us 0.162' ills. x 3-12' long. New products or updated product irdonnatan are designated in blue forrL Corrosion Fnish IMStainless Steel ems""Gold Coat E-HDG ®Tilple Zinc 112 Continued on next page Hal C?rs . Face Mount danger Charts ,..-:. . Joist Sae -Use - '- Stock Na: .:. _ ::.:.... '' - . Ref Na,.-` Steal -Gauge ...: ` .. W On�-'Header" .. ener Schedule'.'`? . 0F15A �. .: Allowable Inads (Lhs-j'. •. �"._� a o':IE8ef.:. -Cvdd . .. -Jvist ... ': W H- ')�0' ' A' MiN -Max - :Nail-z NaN F16a ': Rovf .Uplift dell% 115% 125°,6 160% JUS24-2 LUS24-2 1 18 3-1/8 1 3-71161 2 1 1 - 4 t6d 1 2 16d 1805'V 920-1 9651'325-0 (2)2x4 SUH24-2 U24-2 I 16 13-118 13-1/8 I 2 1-1/8I - 6 led 1 2 led I' 750+ '840 1 9101 380-1 6 t6d 2 I led .fi80 �1000{79801 380. HD24-2 . 1 HII24-2 - 1 14 13-1/8 3-1/2 I2-12 1-7/8 - 4 .16d.1 2 I led I 6:15 1.6951-745-4 -395 %1 .. HUS24-2 I - I 14 13-1/8 3-7/16 I 2 1 - 4 16d 1 2 16d 1-:850f '965 `j 10401 495'1 HUS24-21F - 14 3-1/8 3 7/16 I 2 1 1 - 1 4 1 tsd 1 2 16d : 850 -965;1 1040 1 495 1 `. JUS25-2 ;;... , SUH26-2•' ` I LUS2fi-2:r's: . U26-2 =.:y .l 18 1r: tfi ; '+.. 3-7/8 .,3-U8 5-7J4.i1 ,1.5-1/16 .2 -. 2 f 1 't 7:1/8 - - =; a' ` 10 1=116d `1`:10a =1 .,4: •1.. 4' 1 16d 110d t 10.011185 1 1250 j 1220 f 1355 '1 14051 1515 755 16d .j,:4:1 10d'11470 1670116001 755.1 "- - HD24-2 r' I:HU24-2 :- '14:I 3-7/8 j: 3-T21.2-1211.1/61;-.'f; 4-'J.. t6d .1 2 1 led 1 675 1 695-1 745 1 385 1 j2)2z6. HUS26-2.' 11'HUS25-2':`1>=. qb •=I 3-1/8 5-]k 1 ,2 { 1<i -'--:-<.:4= 16d j' 4-116a11085 1235 1300 1155I :• .- HUS26-21F .. 1T( HUSC26.2 -I HU26.2,.:,:, t .14 :.'1 .I_3-1/8': (: 3-1/8 .i':5,1/4 5-1/4 2..1, 2-1/271 .1/6 II tAln Maz 4 1'a I'12 .,16d' 1fid I .4..1 :_6. 16d 10d- 1 1085112351 1850 130041 1155 2085 �I P2351q'170I H026-21F : ' tt HUC26-2 -i' 7 .� 14 I`-� 1/8 I ./ .5-1/4 � : 5-1 II 2-12I I 1 t . - Mfn Mu a l 12 t6d 1 "i �� tOd l 1230. ' 1850 739011490 1.. 780 - 20&5 =1. 1170 � 6 � JL626-2 JUS28-2 1 LUS26-2 LUS28-2 18 I 18 1 3-1/8 3-1/8 1 5-1/4 1 7-1/8 1 2 I 2 1 11 - - 1 4 6 1 16d 1 16d 4 1 4 1 16d 1 16d 11040 1 1325 1185112201 1355 4j® 11510 11545{ '1355 i SUH26-2 U26-2 I 16 13-1/8 5-M6 2 1-1/8 - 10 I led 1 4 1 led 1 1250 .140511515I' 755 "1- 10 1 16d 4 led 11470 11670119001 755 1 SUH28-2 I - 16 3-118 16.1/4 ( I 2 1-1/8I _ 12 IDd 4 170d 1500116a5118151 755 12 1 16d 4 1 10d P1765 11915 11915 j 755'.1 HU526-2 HUS26-2 I 14 1 3-1/8 I &1/4 1 2 1 1- I 4 16d 1 4 16d 11085 .7235113001 1155 NU526-21P HUSC26-2 14 3-1/8 5-1/4 2 1 1- 4 1 t6d 1 4 16d 1085 -123i: 7300 I 1155 (2)2x8 HUS28-2 HUS28-21F HUS26-2 I HUSC28-2 1 14 1 14 3-1/8 3-1/8 7-1/8 7-1/8 1 2 1 2 1 1 1 1 - - 6 6 t 16d 16d 16 6 16d 16d 1 1 1625. 1625 1850119951 1810 1 1850 11995 1 1810 HD26-2 I HU26-2 I 14 13-1/8 5-114 2-1RI1-1/6 in Max 8 12 t6d 4 10d 12301.1?9011490I 780 I :zD9512235I 1170 1 F2 6 18.50 H026-2JF HUC26.2 I 14 13-1/8I 5-1/4 12-1/2 - Min 8 16d 4 led 1230:139011490 1 780" Max 12 '7850 20851'223'a',-,170 H028-2 I HU28.2 14 3-1/8 I 7-1/8 12-1/2 1-7/8 Min 10 i6d 4 10d 154e 1735 11865 1'. 780 - 24301261D4 1173 MazI 14 fi 2155 ND28-21F HUC28-2 14 3-7/8 17-1/8 I2-1R - Min 10 16d6 4 lad 1540 1735118851! 780 M 14 21S5 2430 12510 1. 1170 .. - JUS28=2:'.'. JUSZ7D-2 ', 7 WS28-2-:1'..]B. . LUS210-2 -' r".. I''$1/8 18-I:3-1/8 1 h7-1/a: 1'-2-:- 9-1/8, j Z. I 1: 1'-. -ill 6. 16d-:-4 t'd 1. I 6 1 l6d.4325'.151016451. 16d .1 1845 1353'Fj 21051 22901 7s80 - UH2 S8-2-.,:" I - 16 c3-1B .6-1/4 2".: 1-1/8F:7 :12d �'10d- .4 110d 1SD0 1685118/51 755 191V 9151' 755 12 16d 4 1'1Dd 1 17651 ' SUH210-2 U210-2:: 1 15 '1 13-1/8 8-9/76 i 2 I1-11B ifi- I' 10a I " 6 '10d i 20001 22951 2420I 1135 2670129801 1135 ., .. 16 1 .16d' - 6'I tOd 1 2350 HU528.2 - 1-Hill ,1 -44 :3-1/8 1,.7-1/8 .2• I= 1 -- - . 6-j.:16d17fi25.1'1850 19951 isle HU52B-21F - 1 HUSC29-2 °1t .14-..3-1/1 '7-1/8-1 2 , ':: I 6 ":16d 1:6: 16d I1625 1850 1 19951 isle PI (2)2x10 Hb2&2 = '` :HU26-2 '� .. .144' '- ''3-118 .-.. , '7-1/B .. .. I :. 2-1%2 1=1/8 ...... 'Mm Max 10. .14.I: :16d ��J i 10d'- 1540 1735+ 1865 I: 780• 1770 6 I ... 1215512430126101 - H028-21F: .. L.HUC28;2.;.`, - f .14'I _3-1/8.. Z-1:/8 I2-iR `.-=__ n sled 4 1 - 10d. ..' . 15401 Z1S 1735118651 780, - 24301 26101 1170 t .�� - LHUS210-2: :' . HUS21 D-21F -:f HU5210-2 1 HUSC210-2 1 -14 14 . 14 .1' 3-11a 3-118 1 91116 1 9-1/8' I 2- F' : Z ^ . 1' ; it �; = 1 -.:I... 8 1 B I 16d I .16d I ' S- 1 , 8: - 16d 1 116d 1 MO 1 21701 2465.1 2660 ! 22101 24654 2666 12210 . H0210-2 .: .. (::`.::-. HU21D-2:", " 14 �3-1/B I `-9 -::• 2-1/2 �'. 4-7/8 ` n 1'14 flu 1 27 .:. -16d „. -6" ;tOd �56 24�.� 26f01 '1170 37251 .1956 10 ... :. 308013478 . . Fty . H0210-ZIF .f I1f4 { _HUC210=2 #; °.14': L. 3-1/9 I '9: I2.7/Z iiii �4.'-`, :Mg Min. +.t4... _-S 6 2131243017d101-.1170 3080 3475137251 .m :'t6d ' HD0210-9F HUCA210.2'.1iii :14 13-1/41 ': 9, 3-,,I1141-121.=.I 12: 1.'VM 1 6.1'NF3.15015 65901 SMI.2975 I P 131, R1, F32 it Ul wads nave been mmersed 60%tor wind or seismk loads; no tudha brass shallbepermitted. . 2) l6d sinkers (0.148 dia. x 3-114, longl may be used at 0.84 of Cte table load where 16d commane are spedfied. This does not apply to JUS, NUS, MUS alantnai7 hangars. 3) For JUS and HUS hangars Nails must be driven at a 30° to 45' angle through the joist a truss into the headertd achieve the table loads. 4) WS3 Wood Sams -st A are 1/4" x 3' long and are included with HD0 hangars. =8: 5) NAILS: led nails are 0.148' dia. x 3' long, 16d are 0.162' dia. x 3-12' long. New products or updated product information are designated in blue font Cbrtasion Finish ®StainlessSteel IT-GDId Coat Ill ®Triple Lnc H - µ, 114 Continued on next page HIstlgers Face Mount Hanger Charts iTeko ' Joist sn:s - " USF Stock No. ' .: Re6No. Stet Gauge Dimensions (n) -listener 8diedule"`a : .:.OF15P'. Allowable Loads (Lbs.) e . _ .Code r ..: Ref. ". Nradei-: F Joist ti W -[H' 0 1-*'A iMin! -Max :�Oty Nall .. Oty �'<.NaR '.. Roar Hoot . Uplift, .100%7,5%.125-A 160% ei-LL S11.4314 U314 I I 1fi 1 I 2-9/Ifi)10-9/1fi 2 I 1-1/8 I 18 - 18 I led 6 1 lad x t-12 } 22501 2525 r 2725 1 1135 I 16d 6 1 lOd x,-12'1 2b45 3000 3010 j1135 H0314 HU314 14 2-RAI 66I 11.5/16I 2-1/2 1-1/8 Min j 16 led a 106 x1-12 241,flj* 0 �1 1250 Max 24 12 36951 417E .44351 2045. 3x16 RD3141FF I HUC314 14 2-9/16I 11-5116 2-1/2 _ Min 116 led Iad x 1_112- 1 2465 12780'j '3695 14170 2980*1 1280 r 4435 1 2D451 tdax ( 24 _Lj 12 HD316 HU316 I 14 I2-�6I,3-SM6I 2-1/2 1-1/8 1 16d 12 tOd xt-,2 14435 r44351 2745 Maxj 2fi HD3161F HUG316 I 14 I2-8/i6I 13-5,16I 2-112 - fdfn I 18 Max 1 26 I 16d a 10dz1-12 1 2TIU 13125 =- 1560'1 12 40W.i 44:.5 44,, 12M '.:93xli HD38.2 `. .• 1 HU38-2 -' y I 14 'I 5-1/81-6-1/a j Iz1/2 1:-ve ��a%{.;a ..16a� 6. ':�::iaa. �az�11�31 7RO I CA 3 z 10 1ID31-2 I HU38-2 14 5-1/8I 6-1/8 1 2-12I1-118 Min 1 1D led 4 lad 1`"�I1735 18fi51 780 11 Max 1 ,4 6 215S 1 2430 2fi10 1170 .. HD310-2 I HU31G-2 .14 15-1/9 8 2-12 1-1/8 Min I Max l 20 led 1 16 tad 1215512430125701 1170 I I OW 1 34T 3725 17 zs (2j3x12. r H0312-T,'i HU372-2 : 14 Ys-1/e,e 10 1.2-12 11181 Min 1 1fi; Maz,1 24 :1 r led.La�' - 12.j':. ::10d' ... I24651Z780 2990I loss I .{ 13e95. 4170 44701.2340 (2)3 x14 .. .. HD312-2 JUS26=3'd,' :.I .. .. - I HU312-2 LU526-3 .. U2e-3 I ' ... I 14 {I 18 7. 76 b 5-1/8 10 r 14-5/21.,4-12 4-5/e 1.5-1/4 - :- t I2-12 } 2' 2 � t-1/8 I 1 '7 L.' Min 116 1 led 1 led lad IJ 1 12 1 *4 1.2 10d 1" led - - lad +-1 24651279GI�o11056 MAII 4170 r104011185 1000111211 {_4470I 2340 12201 1355 1,1651 380' I 1 1 i Max I 24 a � � 0 led 2 '1 ' lOd' .1 11651116s 111651 38E S3J2.z.6. A'HD26-3 � :': , HU26-3 - 14 = 4-5/8 - 4-12 .IL. 2-12 .I 1-0/8 ... , Min I : B �. } Max j 12.' �y6d 4 _:10d � J 'I .:-. 12301139E 1149E j 780 j 5HD25-31F:"_::j 18501 2085 2235 1 777EI 1 JU526-3 JUS28-3 SUH26-3 HUC25-3-I:14.I4-5/94-12-r2•12 I LUS26-3 I I LIIS28-3 j I U26-3 18 1 18 16 I 4-SM 14-72 4-5/8 1 6-3/8 1 4-5/8 5-1/4 12 12 I 2 1 t--_r•1An 1 1 1 I- .16d:141..=10d." Ma }'12- 1- I 4 1 - 6 B 8 ( ` .....6 led 16d 10d 1 . -.. .. .I 16d r led 1 10d 1100E 1730j 13901490.1. 780 117E 1 t 1355-1 176451 1355 380, r 1155 1 Sea . I �, F2 .1 1 5 1 4 j 2 1 IMI 20mf2mi 104TJ 118511220 13251 1510 1120 111651 led 1 2 10d 1 11651 i165 (3) 2 x 8 HD26-3 HU26-3 1 I 14 I 4-5/8 14-12 I I 2-12 1-1/8 f41n 8 led 4 lad 12301 1399 j 149E I 780 223fi i 117E Max 1 12 H lasD 12085 H026-31F I HUC26-3 I 14 14-5/8I 4-12 2-12 - �n I e led 4 I lad 123E 1390114901 Be. 2235 I. 1170'� Max 1 12 6 1 185E 2085 1 HD28-3 1 - 14 4-0 I 6-3/8 1 I 2-12 I 1-1/8 Min 10 Max 1 14 t6d 4 H 10d 154E 11735 t1865 780 1 1170 . 21551243E 12610 H026-31F I - 14 4i/8I fi-3B III}fi-3/e„ 2-12 - Min In 16d lad 2� 117U Max 14 B 27551243D - - ` JU528-3._i: �rl WS20-3:. :'.18�14-5/B JI15210-3`'• - '1. W8210-3%. I '1a 1 4-518.1t 8-3/8 2 2' 1.'1, -'1-.fi.7fid a �.. :141 16d?I 6' 1' led r1325151D led 'j 1845 12105 1045 7355 2z9E 1 198G'. sUH210-3 ; 'I. U210-3 , 7fi:: fI. 44518 L,8-YB..I_..2', I. =,, �.:,_.. 14 140d• 14 6' 1 10d ' 11750 1196512120,111 1135' 25201 1135 led 6 '1 lad.'- 2050' 2335 ' HD28 3 ,' f ;. i 14 1 I 14 4-5/8 fi-.+/8 -2-1/2 i �2-,rz 6-3/9 t^l._. F^2-1211 iii 1 1t5 ,...�Mu Min 10 led . . 6 td: 6 a 4 led 1154E 1735 21a 1 2430.26101 11540 11735 r 1Gd -.:� 21ES 4 2430. I, 18651 780 ' „70 1865 1 ..780 MO 11170' Max ,4 r Min "I 10 l' 1d- e r _ . H0210-3 - HU210-3 I HD270-31F HUG210-3 HD0210-31E<.' 1 H000210-3 1 `9S/BI 14 14-a/8 ,4. �4-52 ' I ' 14 �1 8 114 B-1/4 -. ' I 4-5/a l 9 -' 2.12 .3:'r1=12 ,/e "Min' ..Max. - . _Max.l - 14. ' 16ds 1sd�. W53 i .10d " T� 1 243E 30801"L3726.I .lad 21�12430-ZS701. - 1308E -1 WS3 15015.1559E .5590 267(1 717E 1950. 1170. ,d R1, F32 2Il Mib .14 Ill fi:{ 2D- : -. r:12 .In 6 37251 196E -9- 1 2975 1 131, 1) Uplift bads fare been acrpzsed 60%for wind or seismic loads; no further ineea, shall be peoniUed 2) led snkers (0.148 dis x 3-1/4' long) may be used at 0.84 of the table load where led rammom are specified• This does not apply to JUS, HLIS, MUS slant nail hangers 3) W53 Wood Screws are 114" x 3" long and are Included wF M HDO hangers 4) NAOS' lad nails are 0.148' da. z 3' lorrg, led nails are 0.162' dos x 3-12" long. New products or updated product Information are designated in blue feet. Corrosion Finish OStalnless Steel ZRGold Coat f HOG Eleple Lnc A kx3 A w Continued on next page 117 Rangers Face Mount danger Charts . .. . joist S¢e . .. .:. ... ... :USASteN . 'Stack No. . . pef. No, -.... ... Gauge - �. ens . Oiin � ions tnJ . •... - .. - `Jois[': [AllowahleFLoads (Lhs ECode. 3 ¢ i 8el. .';schedule `. t , W H - . I A : MN.. Max . Nail ➢tY Nall. , UplNt' -100% 115% 125% 160% JUS46 I WS46 18 1 3-5/81 5 2 1 1 I- 4 16d 1 4 16d 11D4 j'1T85.} 1220.I':1355:I S6H46 I U46 16 I3-9/1fi 4.13116 I.2 1-1/8 _ 10 10d 4 10d .1250{14051.15151 755 .755•{ 10 16d 1 4 10d 1:147011670 18001 HUS46 { HI154fi 1 14 3-5/8 1: 5 2 I 1 1 - 4 160 14 16d . I-108611235 13001.:11551 4 x 6 HU546IF I HUSC46 1 14 3-5/8 1 5 1 2 1 1 1- 1 4 1 16d 1 4 16d }10851:12351 1300 } 1155. - HD46 I HU46 14 I3-9/16 5-1116 2-121 1-1/8 fdin MaX 1 8 112 16d 4 10d 1230I 1390 }' 149011 730 - 6 '185012085 22351"tll0 HD46F I HUM I 14 3-9A6 6.1/16 2-12 _ Min 8 16d 4 10d 1230 '1390 } 14901 780.. 1170 Ma 1 12 fi AM I ZMM ( 22351 :.,. JUS46'-'-: { .US56::..-j '; 18 13-SfB. j '.: 5 ':. } 2 .j . 1 I .. --' }, 4 . :.16d* 1: 4)1 ":16d!?:1 10401 11851 1220 11355' "..' JUS48:::... LUS48 .-j .18 63-Sm"{: 6-7/8 1 2 r' 1'.l i"- -fi .16d I'A ':16d-% - -1 1325I/510116451 1255 .. - - ... SUH46_."' '' flbfi"::1' - 1fi : ' 3 -9A6 ''' � 3/T6 4-1I `- ,2.., r '... 1-1/B; -,� -.10d:4 0d i.�(`:-:tOd �:: 11250 11405. 15151 755 . 755 {' 1Q� 16d' )1.:4 40d. � 1147011670 1800'I HUS46 :':=�-- I HU545; .i 14 .1 3-518 = 5.- f 2 . 1 ' _ 4 ;16d 1.-4 '.-16d ::-11085 12351130011155 i HUS46F-' '.{ HUSC46 -, ;14_'I 3-5/8 - 5.': i>2 4 .16d 1 .4: " .'16d :'... 10851123511300 1155 - HU548' ems: { HL1548 -1:' 14-)3-5/8I : 7'. {. 2 I :"1 >1 = 5 1 16d I'- fi->:r '16d; 71 16251 law 11995 1 1810 1 4x8. HU548F - ` I HUSC48 ".1 '14 1 3-5/8 } : 7 . 1 2 ) 1 . (":- 6 1'. 16d 1 6.1 . ,16d' 1625 1850119951 1610 1 HD46 _.?:__�.� a HU46' - J-14: 3-9A6 '.5-1/1fi 2.12 -1-1/B. _ Min raar (' a '1z I-.t6d I 4 s I; -10d �; 1. 123011390114901 780 l tnD i leso l 2➢e zz I3An6i 5-1116't2.121 �.. -. ( fdin. rdax 1 8 } 12 L: t6d ! 1 4 - B. . .. ,. , } 123011390114901 { 18501 20851 2235 780 B 1 1170 ; 5, 85, HD48F =-' . !{ HUC4S : ' ".i "L4 r -' I- 3-9A61 3-9/16 . 6-15/16 �F 6-15/16 I :,!.. 2.12I .2,-1/2 .I..� 1-7/8. , '... RGn 10, 16d .I �' - '16d 4 :.. 16d ..1 : ' 10d. ' .. 154011735 1 186.5 1 . 780 g . 1170. g 780 1170. F2 raax . Min �Mu 14 10 , 14 6 4 21S51 2430 12610 15401 1775 118651 ZIS512430}25101 JUS48 I JUS410 1 LUS48 1 LUS410 I 18 1 18 3-5/8 1 3-5/8 1 6-7/8 1 8-7/8 1 2 1 2 1 1 1 - j - 6 1 8 16d 16d 4 1 fi 1 16d 16d 1325 1151a 11645 18451 2105 17290 1 1 JS55 g 1980 SUH410 U410 I 16 3-9A6I B-3/8 I 2 I 1-1/8 I _ 16 10d 6 I 10d 20001 2245 r 2420 1.135 16 15d 1 6 1 10d 1 2350 2670 2880 1 1135 HUS48 1 H11S48 _L 14 1 3.5/e 1 7 1 2 1 1 - 16 1 16d 1 6 1 16d 116251 1850 19gS 1810' HU5481F I HUSC48 1 14 1 3-S/B 1 7 1 2 1 - 16 16d 1 6 1 16d 11625'.1850 1995 1'1610.1 IH048 ; HLI48 I 14 I3-9A6I 6-15/16I 2-12I 1-118 1fid 10d1015. I2430 1&35.1 M 1 14 S 1170. WO I HD48F I HUS410 1 HUS4701F I HUC48 I HUS410 1 HUS0410 14 I3-9116 14 14 3-518 1 6-15/16 8-7/e 1 8-7/e 1 2-12I 2 1 2 I _ 1 1 1 Min 10 1fid 16d 16d 4 10d .134011735 16d 1 16d 1 18651- 780 Max l - 1 - 14 8 8- 1 8 e l 2155243012610 1.1170 2171 2465 25'00'.. 21790 2465 1 26501 2210 2210 -1 HD410 I HU410 14 1 3-9A61 8-13/16 I2.121 II 1-1/8 Min 1 14 .1� I 6 10d2155 2430) 26701 1170' MAX 20 10 3080 13475' } 3725 1 1950 HD4101F I HUC410 14 I3.9116 8-13116 2-1/2I Max I 2➢ t6d 10 tOd-3725215 1 11170 450 HDO4101F I HUC0410 1 14 3-9A61 9 3 I 1-12 - 1 12 WS3 16 1 W53 5015' 5590{-5_x90".I 2975 1 131,81, F32 1) Uplift bads have beso Increased 60%far wind asesmic loads; no further hawse slug be pennibed. 2)16d sinkers (0.148 dia. x 3-1/4' long) may be used at 0.84 of the table load where 16d Gammons are specified. Ths does not apply to JUS, HLIS, Mf75 slardt rurl hangers 3) WS3 Wood Sams are 1/4' x 3' Tong and are Included with 1N hangers. 4) NANS: 10d ruffs are 0.148' dia. x 3' long, l6d nail are 0.162' dia. x 3-121 long. New products or updated product information are designated in hlw_ font. Corrosion Finish HStainless Sleet rGold Coat W HDG EYTdple Zinc 119 L�IPNIMUM GRADE OF LUMBER 11 : UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY ix4 •I"-PMCE BOX L'harJ 2N4 9YP 82 HPF1/d2 or ballot LCHDTII OF wEn, VALLEY 1 0, G4AE SPECIESAHD GRADEOHBETTER. ATTADHEQ Cho 2xa • OR 2x4 SP 2N OR SPF i 2 or ba{l9r "IN lid Box D.I99' z,n• HAILS AT B' DO, UR OUNIINUEUS lAT€ML DMOINO, rd () # /7P EQUALLY SrnCFy FOR �ER ICAL VALLEY WEDS GREATER TIM V-S . Wain, 2x4 DYP #3 or boLlor MAXIMUM VALLEY VERHOAL IINGNT MAY NOT EXCEED 12'-0-. (.)•T.O NAY BE DIPPED FROM A 2.0. (PITCHED OR SgUAnp TOP CHUBB OF TRUSSDENEAQT VALLEY SET MUST HE BRACER 1YHlh . ",'I,;U11,Y. AITA%IED, NaED 911EATNINO APPLIED PRIOR TO VALLEY TRUSS (') ATTAON EAOII VALLEY TO EVERY SUPPON71NU TRUSS, WRIII Imm LIATID (2) Rid BOX SUE 7' x 7.0 NAILS TQE-NAILED FaN PURUNS AT 24° 00. Oil AS 9111ERMSE SPECIFIED ON E OINEERS' SFN.ED DEHION PDO 20Ga, MEW R O ��PDRILLIN. OR N —, MEAN BLIGHT, ENCLGSW DRILLING. BY VALLEY TRU39EN USED IN LIEU OF PURLIN SPACINO AS SPECIFIED ON - EXP. 0. REHIOENCW. WIND TO DL-D PSF ENCIIIEERS' SEALED .DESIGN. eta MOM 2.0 OR LAROEII AS RCQUIRED 4•'-0" MDx ' m. 2.4 W—d"Max W-0"Max 20'-01, Max SUPPORTING TRUSSES AT 24" 0. SPACING, (•••)NOTE 1L%XH T11E PUPUN SPASMS MR DW1110 THE TOP CHORD OF T11E TRUSS BENFATII TH VALLEY IS MrASURh'P ALONG THE SLOPE OF THE TOP CHUBS. (a4) worn SPANS (AY BE BUILT AS LONG AS D E VERTICAL [RIGHT DOES HOT "VEEP 12-11', BOTTOM CHURD MAY BE: SQUAI1E OR WCHED CUT AS ZMOIYN. (2) 12d BOUME CUT (•QTOE N VALL BOTTOM EPl( o . Y � / ` .r•r rorE Tierce uivision TRUSS 20SO rNi NInO. l0 I1moy, PPlkaliom, ppLLppE-r l��L�tII� Forl I'I.raa, R }SDI dCllwg IN hondlLp, �roEYll-R•�E4AILFJ (BGO)172-0008 �77244"IBU Tau--l16r In nlVd/.n....u.nu.....,,. Fo.:(772)7 a -Gale oll. D. 1111-VI y h . .. 1 LpCCNId aB IhC Irv2. ,. ... .. I V to I dal cHtinO wnx�, aPTI. STUB END VERTICAL ,v (= r- I—) T 1-1 Rol 110 rIOICID RIf If IM13 dub( Care /gym. I OPTIONAL HIP` JOINT DETAIL FRWINQ LL 20 20 PSF DL 10' 15 PSI, DL 10 10 PSF LL :TUTAL 00 DO PNF LOAD 40 45 PSF IOI Ob1Dl 1.25 1.25 Nupnp low atgeugmm Intl gWfl III omit uumi'uain III gill on pypagot alto-a�C(LGL1'%O! '0'0 °+Z J.V ONIOWS go pnwq oq Neill Alli 'INolp tidal gill al Maw ligul a el upoalu Oilallya 0q I+—+u4(LLL vgga—LCL(avv) minted gwnl to IyNIWL o Lq pmtpgl N Pautpol pun iepwg Ill of w ndnq 1sa+ "Ld '•"•Id Y°i dSd 09 pool Ingo( unwlgcuN 1(14 "I'mi pm, pglagwaa glald II Nupalq v 6ulNgpul '6uopwy dot Wallet A°xv�lli •LUIN 'N vzsz -ngwilloml pun Llulutwwop laayl Lmwwng Ip-1939. Ras 'euallo Jidda aulmdt UOISIAIQ SOield aaOd Iq pegahw aq kw 01,1z tupwq lugwum1 put :uapaa. lintel6p 6uloulwap to joiinpil^M yeai all PIWIm �'21=1 bwnow ovouedwoluoulpal tellnfill lien . iamlaeinuaw Gin it haudlrep gtM la dNNglmadgw np lau 11 Nulawq nation] N� L..—L 11..-1 —A I:�7I / V \ LiJL HP jj IVOLWaA Tt3V0 HVwl NL1d 3AOt3V 121VN0 Oi HMdM2d '//// M t1 aW 3gnds IrLidq o uu- L 1{�il uaLVdnU,0^,lL aIN11 s631,a—Y NYld1 N31Yd11n11—Y asYOnn7 'Hl M u39n3W u3M in Xaa in iinnimiW V 30 JIM UNlnviol 1. •s3NUZ NZaML3a 'ao .n nNV s3NOX' N3 ,aI In C 1V 611YN 3gYds La3m/utl 1, (Z aad (n '69P7n2 LI331A13U 'qn _Y pNV 63}IgT []� al I 'nU ,L ltl�s� Pal kdWAl aovlitl .�. 11gV3 IIaY V •umHl13M (Mau ld ,zlx°y, 14oud oval god naaOH n 3 Mawq '(Qvg nwa at Asti n�'nNIW3a snonNaNOa mAU dl "Cl. and IntoNNnn Jdndn.3nv4tld .OvzA El VIMun NolwyIna avol 3An immm wiMa issnui m- WO v,mlwYVu,.,uLLJ,1Y 5J(NtldWO� SSRtiI tvaEIH.Lnos L p•1ULg�p OL., 7110L1 1N ITllalpig W dS v a- tlWYla Z-4 U-Y .0-4 C-a o-at °—°L °-eL °L-L Ul-L Ll^n l-.0 AH JdllS O C u-Yl .al^al .at-oL .t-a .Y-n .Ll-o .l{^o .C-o a-0 +OL-•C a u(g11We� 1AU .q-Yl .z—e n- Q •.n-ri q-Z 9-Ll ll-s ,a—g z—a tl-L .L—a L dS u � .a^+l •L^a q^a g-0 Ll^L Z-L 0-o C^ 0 as :JH ,q- l tl- I a^C .n-L i^Zl 4^Z a-U .n-e .LL-L .Ll-L U-u n-o a^C g111S C .q-4l' n-4l 0-YL }^LL . .Y-LL' tl—e .q—g .LL-L ll- q-q a-0 U-0 a-C q-C Z L .�dS M 11-4L q- q-4l a-Z` U-LL U-a U-e L-n L-L uL-U C-4 C^4 ^C NYq l ,q^LL q-Ll al-q al-tl q^L U-L q-0 0^9 IJQ 0 dS O -N Q a — .C—A o-c aWaNVis ,ll—,Cl •.9�, i a-u v-v o-a 0-0 .q-c C-0 v-L ,C-a a^o. 0^0 v-o Y-a .L-4 LL-4 .z-tr ll^ C-r qws C ,f 4d •n ,LL-ZL .11-zl o-al ,q-,a U-s L-4 LL-4 C-C .a ,Lt^LL AL- 7.l ,I-ql .I -al ,C-a ,r-q L-L ,ll-o n—a ,ql-u .+^C L ag Ill not ,C_.. .lL-Zl dnwp dnaap V dna10 a dnnin V dnuip p dnwp V dnwp nooN (d eau ge q down V dnoap p dnwp V g a •°wn ,3gYd0 g L 3q a Nd3W � L 3n a33d5 n QNIM 3u HdW C� OI—G :RGOV �%I(1SOdX7 4Z• 4=1I LI�SO IONS 1HOI3HPU -Typiced FIliggYb�ac;1-irz. lDe�tEkil MINIMUM GRADE OF LUMBER Top Chard 2x4 SYP 82 or bell., Boll Chord 2x4 SYP #2 or Lollar Web. Zx4 SYP #3 .r better REFER TO SEALED DESIGN FOR BASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST DE STAGGERED 50 DIAT ONE SPUCE LS NOT DIRECTLY OVER ANOTHER. ATTACH PUOUNS TO11TOP ��� or HAT TOP CHORD. IF PIGGYBACK IMAY DEAPPLIEDD EATI� 711E 70P CIORDI Or S SUPPORTING ITIU55. REFER TO ENGINEEII'e SEALED DESIGN FOR REQUIRED PUnIJN SPACING. THIS �Q�UrA�IL 15 APPLICABLE FOR TIIE FOLLOWING WIND CONDITIONS: LfG_=MPm WIND, 3a' mEAN Nor. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN nOUF. 1 Mi. FROM COAST CAT I, aP a, WIND TO DenD POT, WIND DO DL- Par 140 MPH WINO. 30' MEAN Nor. FpC201U ENCLOSED DLINI. LOCATED ANYWHERE IN 1100F WIND TO OL-a PSF, WIND OC UL-O PST. FRONT FACE (xa MAY BE DFFSEr FROM BACK FACE PLATES AS LON AS BOAT FACES ARE SPACED 4' OC MAX. Imam OPTIONAL SPLICE D m *ATTACH PIGGYBACK WITH 0"XBx1/2" CDX PLYWOOD WITH 4—#6d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'0" NO BRACING 1x4 i" BRACE. SAME GRADE; SPk`CIES AS WEB 7'0" TO 10' MEMBER, OR BETTER AND BO. LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE. SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND BO% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" O/C. 2' Typical B I I B B I lid I B D—SPLICE B JOINT SPANS UP TO TYPE 30, 34' 38, 52' A 2x4 2.5x4 2.50 3x5 El 4x6 5x6 5x6 5x6 C 1.5x3 '1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 so Fort Pierce Division 23Go N. Iona- Lill heny, F. PI -ma, FIL �4U91 (60023:.UNDU iu2oo o-416O ' W/ eI r— I --- I i II--r c Erection bracing b Got Ibe respolnibiklF of time designer, plate munulaclarer nor Inns labrkulor, pinion, emcllnyy bossss mo eaulloned to lock professional advice regunMg erection bmeing wNdl Is alwap ralvi al to prevent toppling Train om to to ended and fmbned In lollenad In a Ile ,lam no Ehealing le oppfied dkecly to the lop chords, h Ipad6ad on line one nlgx Tmnes shag be handle Willi necuon Is Rnenl damogo. and Shull tom ' �C Maxlmun Loading 55pef at 1.33 Duration Factor 50puf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" G.C. L-BRACE DETAIL Nailing Pattern . L-Brace size Nail Site . Nall Spacing 1X4 orb 1 10d B° D.C. 2x4, 6, or 1 16d 8" o.c. Note: Nail along entire length of L-Brace. ' (On Two-Plys Nail to Both Pres): :. '. WE u � Web L-Sreca must be same species grade (or better) as web member. Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover glUXOf web lenatiL, L-Brace Size for One -Ply Truss Specined Continuous Rows ofLaferal Bracing l,Veb Size 1 2 2X3 or 2x4 1 Xa 2x6 I 1X6 *^ zxe I ' 2x6 I -- ^'DIRECT SUB5, ITUTION NOTARLJCABLE L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web S ze 1 2 2x3 ar2x4 2x4 *' 2x6 2x6 . . 2z� 2x8 I. . — DIRECT SUBSTMMCN NOT AFUCABLB: SCAB -BRACE DETAIL Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is Impractical. Scab must cover full length of web +I- 6". THIS DETAIL IS NOT.APLICA13LE WHEN BRACING IS ^' REQUiREDAT'1/3•POINT8 OR BRACE IS'SPECIFiED.•' APPLY 2x SCAB TO ONE FACE OF WEB WTH 2 ROWS OF 10d (3" X 0.131'� NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE SIZE AND SPECIES (OR BETTER) AS THE WEB. ' ' At MAXIMUM WEB AXIAL FORCE = 2600 Ibs MAXIMUM WEB LENGTH =12'-0" 2X4 MINIMUM WEB'SIZE- scAB BRACE MINIMUM WEB GRADE OFr3 Ndrs / Sec5on Detan ��/S�b-Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must rover 90% of web length. Note: This detail NOT to be used to co'iJart T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nai15¢e Nail Spacing 1x4 or 1x6 10d S" o.c. 2x4 or 2x6 or 2x8 16d S" o.c. Note: Nail along entire length of:T-Brace / I -Brace (On Two-Ply's Nail to Both Plies) alternate position Nails altemate position Nails\ Web--T 175*7 Nails/ Illll�l�l ' \J• \� SPACING Brace Size for One -Ply Truss Specified Continuous Rows of Laieral Bracing F =Ell 1 2- E x4 (') T-Brace I1x4 (') I-B race Eix6 (') T-Brace 2x6 I -Brace I2x8 T-Brace 2xB I- race Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2TBrace Bra: I-Braacece 2-Bra Brace 8 2xT-Brace r2x8 2x8 I-B T-Brace / I -Brace must be same species and grade (or better) as web member. (7 NOTE: If SP webs are used in the truss, -Ix4 or 1x6 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 #2 with 1X bracing material, use IND 45 for T-BracP./l-Brae For SP truss lumber grades up to n1 with 1X bracing material, use IND 55 for T-BmmA Brac Job Truss Truss Type Oty Ply Avalon -Artisan -Gust Al Roof Special 1 1 Job Reference (optional) coemem i was. rt. rier .t�, 64a¢1 '-- Kun:6.31.5 Aug 132019Pnnt6.3105Au9 132019 IdITeklndustdes. Ina Sat Jan2511:38:14 Page:1 ID:25Ys944?kmmi2g5MnorlCoyODrx4mOiPl6hal3hD4EtdiCv3REA36 y� 050 GCIniS�167—� 2AL 59-15 V5 31A 6-512 4114 &1 d-14 6>i 674 2-0-0 9 11- 1 3-0 G94 42t 4-1. 43f0 3-&12 &34 Scale = 1:80.4 Plate Offsets (X, Y):[7:0-2-8,0-2-0],[8:0.2-8,0-2.4],[18:0-5-12,0-1-8],[21:0-3-0,0.2-12],[22:0-2-B,"-O],[23:0-2-0,Edge],[25:0-2-0,0-0-8],[27:0-2-3,0-1-0],[29:0-2-3,0-1-0] Loading 7 (psf) Spacing 2-0-0 CSI DEFL In (loc) Vdeft Lrd PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) .0.10 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.97 Vert(CT) -0.25 14-16 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.80 HOR(CT) 0.04 12 n/a n1a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 289 lb FT=20% LUMBER 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) TOP CHORD 2x4 SP No.2 Vasd=124mph; TCDL=5.Opsh BCDL=S,Opsf; h=16ft; Cat. BOT CHORD 2x4 SP No.2'Except' B22x4 SP No.3 ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 canlilever left exposed ; Lumber DOL=1.60 plate grip OTHERS 2x4 SP No.3 DOL=1.60 BRACING 3) Provide adequate drainage to prevent water ponding. TOP CHORD Structural wood sheathing directly applied or 4) All plates are MT20 plates unless otherwise Indicated. 3-4-10 oc pudins. 5) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 5-11-7 oc chord live load noncencurrent with any other live loads. bracing. Except: 6) Provide mechanical connection (by others) of truss to 2-2-0 oc bracing: 23.25 bearing plate capable of withstanding 451 lb uplift at joint 10-0-0 oc bracing: 19-21 12 and 778lb uplift at joint 22. WEBS 1 Row at midpt 7-18, 8-18, 6-22 LOAD CASE(S) Standard REACTIONS (lb/size) 12=1378/0-8-0, (min. 0-1-11), 22=2977/0-8-0,(min. 0-3-8) Max Hodz 22=220 (LC 7) Max Uplift 12=451 (LC 9), 22=-778 (LC 8) Max Grav 12=1456 (LC 18), 22=2977 (LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3211877, 34=505/1363, 4-5=-48711488, 5-6=574/1740, 6-7=-599/312, 7-8=.494/313, 8-9=-1352/540, 9-10=1884/693, 10-11=-20651667, 11-12=-2262/665 BOT CHORD 2-26=-696/359, 25-26=696/359, 5-23=-246/457, 22-23=-1316/657, 21-22=-886/655, 19-21=-79/253, 6-21=.83/262, 18-19=-837/631, 17-18=0/810, 16-17=01810, 15-16=-206/1430, 14-15=-206/1430, 12-14=-455/1929 ` WEBS 3-26=-173/288, 3-23=-670/318, 7-18=322/142, 8-18=-817/294, 8-16=332/875, 9-16=-738/445, 9-14=2111590, 11-14=371/284, 5-22=572/257, 6-22=27221707, 6-18=422/1578 NOTES 1) Unbalanced roof live loads have been considered for this design. Y7 .PEI�7q05 'STA / i�,c� //��is`S�Onrn1 Job Truss Truss Type Oty Ply Avalon-Artisan-Cust AI A Roof Special 1 1 Job Reference (optional) SoTtthem Trm, FL PIerE�FC 34951--- — - — — - Run: 841 S Aug 132019 Prinh 8.310 SAug 132019 MiTek Industries, Inc. Sat Jan 2511:38:15 Page:1 ID:25Vs9447kmmi2g5MnorlCoyODmam01P2ohal3hD4EtdiCv3HC lN5zl5PyGulnl5uzn67- 234 2-} 2-0-0 SS16 4-S6 }tA 6-t11 14W Stt-t 111-1 bt-t5 41 N t Sa-15 ai-1 lwff7-t-0 git4 at-6 a}to }6-12 &N t$g4-0 -no Scale=1:80.4 Plate Offsets (X, Y): [8:0-3-4,Edge],[9:0-3-8,0-2-4],(19:0-5-12,0-1-B],[22:0-3-0,0-2-12],[23:0-2-8,0-M],[24:0-2-O,Edge],[26:0-2-0,0-0-8],[28:0-2-3,0-1-0],[30:0-2-3,0-1-0] Loading { (Pat) Spacing 2-0-0 C51 DEFL in floc) I/deft L/d PLATES GRIP TCLL (roof) { 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.15 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.31 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Hom(CT) 0.05 13 n/a We BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 290 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 *Except- W7:2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-12 no purlins. BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. Except: 2-2-0 as bracing: 24-26 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 7.19, 9-19, 6-23 REACTIONS (lb/size) 13=1378/0-8-0,(min. 0-1-11), ' 23=297VO-8-0,(min. 0-3-8) Max Horiz 23=224 (LC 7) Max Uplift 13=477 (LC 9). 23=783 (LC 8) Max Grant 13=1452 (LC 18). 23=2977 (LC 1) FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2.3=-321/877, 3-4=.503/1359, 4-5=-485/1484, 5-6=575/1744, 6-7=-612/373, 7-8=273/189, 8-9=-539/336, 9-10=1338/563, 10-11=19501721, 11-12=2040/697, 12-13=-2270/730 BOTCHORD 2-27=-696/359,26-27=-696/359, 5-24=-255/477, 23-24=-1315/656, 22-23=-9101674, 20-22=.81/266, 6-22=-88/287, 19-20=-857/649, 18-19=28/979, 17-18=-28/979, 16-17=283/1479, 15-16=-283/1479, 13-15=-519/1941 WEBS 3-27=.172/287, 3-24=-667/317, 6-19=372/1584,19-32=301/132, 7-32=301/132, 9-19=-825/326, 9-17=2381728, 10-17=-666/377, 10-15=-160/530. 12-15=-352/271, 5-23=581/260, 6-23=2728/708 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477lb uplift atjolnt 13 and 783 lb uplift atjolnt 23. LOAD CASE(S) Standard PEL7605 1 I s7n , NAL Job Truss Truss Type Ply Avalon -Artisan -Gust A2 Root Special IQ 1 1 Jab Reference (optional) Sduthem Tmss,ft. Pierce; FL.. 34951 - Aum631SBun 13.2019 Print 8.310 SAug 132019 MiTek Industries, Inc. Sat Jan 2511:38:16 _Page: 1 _ ID:25Ys9447kmmi2g5MnorlCoyODm-ECGnGBhD W Np3iOSpFwOlppjdpVl_QIHP7P W FdLzrr66 21- 37-7d 2-e-0 ie15 4-55 gl-0 1 611-0 6 4-0-0 68-1 4914 1.9A 1b0 61.9 U5= 11. 1 3-0 5-9-15 47.1 1-0&<-0 -0-0 iatc7.1-0 a->-9 3i5 &t-15 2E-12 Scale = 1:73.3 Plate Offsets (X, Y): [8:0-2-O,Edge], [9:0-2-12,0-24], [12:0-3-0,0-3-0], [17:0-4-0,0-1-8], [20:0-34,0-2-12], [21:0-2-0,0-3-0], [22:0-2-0,Edge], [24:0-2-0,0-M], [26:0-2-3,0-1-0] Loading (psf) Spacing 21M CSI DEFL In (Ioc) Udell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Ve'1 -0.09 14-'15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.97 Vert(CT) -0.21 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) -0.05 33 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 277 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 •Except• B2:2x4 SP No.3 WEBS 2x4 SP No.3 *Except' W 15:2x4 SP No.2 OTHERS 2x4 SP No.3 *Except- BL1:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-34 on purims, except enq verticals. BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. Except: 2-2-0 oc bracing: 22-24 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 7.17, 9-17, 6-21 REACTIONS (lb/size) 21=2788/0-8-0, (min. 0-3-5), 33=8961 Mechanical, (min. 0-1-8) Max Hodz 21=340 (LC 8) Max Uplift 21=-756 (LC 8), 33=310 (LC 9) Max Grav 21=2788 (LC 1), 33=984 (LC 18) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-321/876, 34=-505/1363, 4-5=487/1489, 5.6=-574/1746, 6-7=425/293, 8-9=355/271, 9-10=A83/387, 10-11=-730/247, 13-33=365/1151, 12-33=365/1151 BOT CHORD 2-25=-695/358,24-25=-695/358, 5-22=-242/466, 21-22=1319/658, 20-21=-930/531, 18-20=551272, 6-20=-54/302, 17-18=-877/511, 16-17=98/612, 15-16=-98/612, 14-15=251/807, 13-14=-1391445 WEBS 3-25=173/288, 3.22=-671/319, 17-28=332/145, 7-28=332/144, 9-17=576/237, 9-15=-102/414, 10-14=402/172, 11-14=-74/483, 5-21=-566/245, 6-21=2559/650, 6.17=-357/1417, 11.13=-1193/368, ' 12-33=.1161/366 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=16ft; Cat II; Fxp C; End., GCpi=0.18; MWFRS (envelope): cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 756 to uplift at joint 21 and 310Ib uplift atjoint 33. LOAD CASE(S) Standard 0:1 I tcm% /7 PEL7605 x I I . M f 1-0t\STA!P— i� .c• ��C ORIDi' ����� NAL ENG\��� Job Truss Truss Type Oty Ply Avalon -Artisan -Cult A3 Roof Special 1 1 Job Reference (optional) S.9them Truss, Ft. Plane, FL., U951 ""^— ^^Y3onrS3l YAng192019 PnrrtB,310S Aug 132019 MiTek Industries,Jnc.-Sat Jan 2511:38:15 ID:25Ys9447kmmi2g5MnorlCoyODm-ECGnGShO W Np3iOSpFw0lpp]ADVJ WgtGP7P W FdLzrre6 I zoo 1 ssis 1 ass i 9-1.0� 1 611A I aso i 1 1 vas 1 aea r s5. n + 30 59-15 4]-1 1J}&4-0 JI p 1-1-0 39-11 310d 2SC 0. -12 St-C 34d S Scale = 1:72.1 Plate Offsets (X, Y): l� 0-2-O,E-81,1 :0.1- 1, 0 e], 11[0:.5-4,00-1-0] [11:0-3-0,0-3-0], [14:0.2-12,0.2-8], [15:0-2-8,0-3-0], [17:0-4-0,0-1-8], [20:0-3-4,0-2-12], 121:0-2-0,0-3-0], Loading T` (psf) Spacing 2-0-0 CS' DEFL in (loc) I/defl Vd PLATES GRIP 7CLL (roof) 20.0 Plate Grip DOL 1.25 TC D.92 Vert(LL) -0.11 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.25 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) -0.04 34 n/a n/a BCDL 10.0 'Code FBC2017/TPI2014 Matrix -MS Weight: 298 to FT=20% LUMBER TOPCHORD 2x4SPNo.2•Exwpr T5:2x4SPM31 BOT CHORD 2x4 SP No.2'Except` B2,B6,F1:2x4 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 pudins, except end verticals. BOT CHORD Rigid wiling directly applied or 5-7-14 oc bracing. Except: 1 Row at midpt 9-14 2-2-0 oc bracing: 22-24 10-0-0 oc bracing: 18-20, 14-15 .WEBS 1 Row at midpt 7-17, 8-17, 8-16,10-14, 6-21 REACTIONS (lb/size) 21 m2787/0-8-0, (min. 0-3-5), 2) Wind:ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwaler ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwncurrent with any other live loads. 6) Bearing atjoint(s) 34 considers parallel to grain value using ANSVTPI 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 7521b uplift at joint 21 and 321 to uplift at joint 34. LOAD CASE(S) Standard 34=911/0-3-8.(min. 0-1-8) Max Hartz 21=372 (LC 8) Max Uplift 21=752 (LC 8), 34=-321 (LC 9) Max Grav 21=2787 (LC 1), 34=999 (LC 18) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. - TOP CHORD 2-3=320/877, 3-4=-503/1359, 4-5=-498/1484, 5-6=573/1746, 6-7=-421/284, 7-8=-424/278, 8-9=794/389, 9-10=1018/354, 12-34=295/940, 11-34=-295/940 BOT CHORD 2-25=-696/359, 24-25=-696/359, 5-22=-246/481, 21-22=-1316/657, 20-21=930/498, 18-20=-44/281, 6-20=37/317,17-18=876/480, 16-17=139/610, 13-14=-289/905, 12-13=286/910 WEBS 6-17=359/140037-17 =331/1119, 8-17=-707/327, 14.16=-100/626, eoiz izao/sse sz�� sisizas,�\GEN&'� 6-21=-2562/636, 11.34=10181327 NOTES - / PE 7605 1 » Unbalanced root live loads have been considered for this 1 design. .. •0 1` ,STA / %mac .°(ORI�P ��\�� Job Truss Truss Type Oty Ply Avalon -Artisan -Cull A4 Roof Special 1 1 Job Reference (optional) SdtxvnTrus's-Ft Pierre-FC, 3495f-- -"' -• Run: E.3t-S-Aug1T2019 Pnn"&3105SAug-132049MRek Indusules-Ino.Sat Jao-25-1 i:3&1S. o=ge;,L__ ID:25Ys944?kmmi2g5MnodCoyODm-ECGnGBhDWNp3iOSpFw ippjEWlegpXP?PWFdLz S - 33e1p Laq 5915 a -Ss 31-0 S7i 2-Sa �-Id 04a 13 S3a 3Ab ti- 1 SeAS 4i-1 t 0. U-0 510.12 11A 3-10.1x 664 63d Scale=1:72.1 Plate Offsets (X, Y): [23:0-2-0,0-3-0], [24:0 28,1,E 4e][ :0-260 20- 0-0]-8],:0-5 0-2-2-8]. [0] :0-3-0,0-2-01, [13:0-3-12,0-3-0], [14:0-2-0,0-2-0], (15:0-2-12.0-2-8]. [22:0-3-4,0-2-12]. Loading f (last) Spacing 2-M C51 DEFL in (loc) Vdefl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.16 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.34 14-15 >975 180' BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.05 34 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 302 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B5,87:20 SP No.3 WEBS 2x4 SP No.3'Excepr W15:2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* BL1:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purims, except end verticals. BOTCHORD Rigid ceiling directly applied or 5.6-15 oc bracing. Except: 2-2-0 oc bracing: 24-26 10-0-0 oc bracing: 20-22 WEBS ,1 Row at midpt 7-19, 8-19, 6-23, 12-14 'REACTIONS (Iblsize) 23=2787/0-8-0. (min. 0-3-5), 34=89610-3-8,(min. 0-1-8) Max Hertz 23=391 (LC 8) Max Uplift 23=733 (LC 8). 34=320 (LC 9) Max Grant 23=2787 (LC 1), 34=1000 (LC 18) FORCES (Ib)- Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-321/877, 3-4=-505/1362, 4-5=-50011487, 5-6=572/1738, 6-7=-369/224,7-8=-292Y230, 8-9=-961/429, 9-10=894/355, 10-11=-880/351, 11-12=1076/352, 14-34=2191821, 13-34=-219/821 BOT CHORD 2-27=-696/359, 26-27=-696/359, 5-24=-237/463,23-24=-1314/655, 22-23=-934/443, 19-20=-891/428, 18-19=-921454, 17-18=-92/454, 14-15=-318/937 WEBS 3-27=174/288, 3-24=668(317, 6-19=-378/1444,7-19=322/126, 8-19=430/256, 8-17=334/851, 9-17=-825/410, 9-15=92/253, 15-17=-1771802, 5-23=.593/265, • 6-23=-2532/609, 12-14=-10881381, 13-34=1022/329 NOTES 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat 0: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at Joint(s) 34 considers parallel to grain value using ANSI/TPI l angle to grainformula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733lb uplift at joint 23 and 3201b uplift atjoint 34. LOAD CASE(S) Standard ( 7 1 �-a t`, STA 0.\ Z[(Zp 7Cv� N. /���i�ss!'.NAL Jab Truss Truss Type Oty Ply Avalon-Artisan-Cust A5 Roof Special 1 1 Job Reference (optional) --Setthem Trussp6kPierce. FL.. 34951-.---- - - - Run: 8.31 S Aug 13 2019 Print 8,310 SAug 132019.MiTek.lndustries,Jnc,SatJan2511ZBi&E Pa3a:L_ ID:25Ys944?kmmi2g5MnorlCoyODm.iPg9TUirHgmKY1?pdxXM1 FO?ueKZIAYM3Go9nzrr65 2-0-0 aa 6.9-15 4-5.5 3-1d 17-0 644ca�a 4-0-0 54-0latia E1-0 `7911- ibiv4aa4-3U p -0-0 va.n-a-- - aPsn 19.15 1 4L1^ 1-12c '-0-0 3-1, 2 5-1�4 1-11 �4.74. 0--123-4.6 24A1 1 15-12 6 Scale=1:72.1 Plate Offsets (X, Y): [7:0-5-4,0-2-8], [8:0-2-8,0-2-4], [11:0-3-0,0-3-0], [14:0-2-8,0-2-8], [22:0-3-4,0-2-8], [23:0-2-0,0-3-0], [24:0-2-0,Edge], [26:0-2-0,0-0-8], [28:0-2-3,0-1-0] Loading (psf) Spacing 211-0 CSI DEFL In (loc) Ydeg Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.09 15 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.21 15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Hom(CT) 0.07 34 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 3041b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B5:2x4 SP No.3 WEBS 2x4 SP No.3 *Except' W14:2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* BL1:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. Except: 2-2-0 oc bracing: 24-26 10-0-0 to bracing: 20-22 WEBS 1 Row at midpt 7-19. 8-17, 10-12, 6-23 REACTIONS (lb/size) 23=2804/0-8-0. (min. 0-3-5), 34=927/0-3-8, (min. 0-1-8) Max Horiz 23=399 (LC 8) Max Uplift 23=-697 (LC 8), 34=-304 (LC 9) Max Gmv, 23=2804 (LC 1). 34=1048 (LC 18) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/877, 3-4=-439/1361, 4-5=-427/1486, 5-5=-462/1727, 6-7=-228/303, 7-8=-6661259, 8-9=-1426/432, 9-10=1181/307, 12-34=-216/896, 11-34=216/896 BOTCHORD 2-27=-697/359, 26-27=-697/359, 5-24=-153/457, 23-24=-1309/651, 22-23=-938/208, 19-20=-904/200, 13-14=-257/913, 12-13=257/913' WEBS 9-14=-906/370, 3-27=0/289, 3-24=-663/314, 6-19=-263/1575, 7-19=-1197/272, 7-17=-208/965, 8-17=-771/254, 14-17=-159/653. 8-14=-326/1045, 10-14=-841392, 10-12=-1162/323, 5-23=-625/294, 6-23=-2495/559, 11-34=-1061/309 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Bearing at jolnt(s) 34 considers parallel to grain value using ANSI/ -PI 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 6971b uplift at joint 23 and 304 to uplift at joint 34. LOAD CASE(S) Standard NOTES i) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber.DOL=1.6Qplate grip DOL=1.60 3) Provide adequate drainage to prevent water pending.' - PE�76O5 �t I .. U t`, STA ASS < ORI ENGN���� r ///� 0NAL,11 \\\�� iI/ Job Truss Truss Type Oty Ply Avalon-Artisan-Cust A6 Roof Special 1 1 Job Reference (optional) SDuthem Truss, FL.Pierce, FL.,�4951..--___..__ __-_Run- A MSAugJ320tS.Rdt :8.310SAug 13 2019 MiTek Industries, Inc. Set Jan 2511:3&16 . ._-^Pagel__ ID:25Ys9447kmmi2g5MnorlCoyODm-iPg9TUirHgmxKYl7pdxXMI FPgueGZGgYM3Go9nzrr65 ss 2-0-0 59.15 4S5 i- 47-0 6-0-q 4Aq 4A-0 5.1-0 3x6- Px4 Sx8= 14 .603-0 -7.n me �n a an-aa oc. aS.q r 5-9.15 I 4-7-1 1-0-®-0-01-0a -1-0 11�11.0 3d4 I aSi] 0 e.a-s Scale=1:72.1 Plate Offsets (X, Y): [24 0-2-0,Edge], [26:0-2-0,0-0-8]! :0-00,0- -81]-0] 0:0-2-8,Edge], [12:0-3-0,0-3-0], [13:0-1-12,0-2-0], [14:0-2-12,0-2-12], [22:0-34,0-2-12), [23:0-2-0,0-3-0], Loading i (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL(roof) f 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.22 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.46 13-14 >721 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.04 34 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 2801b FT=20% LUMBER 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) TOP CHORD 2x4 SP No.2 Vesd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. BOT CHORD 2x4 SP No.2 *Except* B2,B7:2x4 SP No.3 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 *Except* W12:2x4 SP No.2 cantilever left exposed; Lumber DOL=1.60 plate grip OTHERS 2x6 SP No.2 *Except' 01:2x4 SP No.3 DOL=1.60 BRACING 3) Provide adequate drainage to prevent water ponding. TOP CHORD Structural wood sheathing directly applied or 4) All plates are MT20 plates unless otherwise indicated. 4-3-10 oc purlins, except erid verticals. 5) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 5-8-9 oc chord live load nonconcurrent with any other live loads. bracing. Except: 6) Bearing at joint(s) 34 considers parallel to grain value 2.2-0 oc bracing: 24-26 using ANSI/TPI 1 angle to grain formula. Building 10-0-0 oc bracing: 20-22, 14-16 designer should verify capacity of bearing surface. WEBS 1 Row at midpt 9-19. 6-23 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 lb uplift at joint REACTIONS (lb/size) 23=2793/0-8-0, (min. 0-3-5), 23 and 292 Ib uplift at joint 34. 34=907/0-3-8, (min. 0-1-8) LOAD CASE(S) Standard Max Horiz 23=349 (LC 8) Max Uplift 23=-762 (LC 4), 34=-292 (LC 9) ' Max Grav 23=2793 (LC 1), 34=1041 (LC 18) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-322/877, 3-4=-506/1362, 4-5=488/1487, 5-6=574/1737, 6-7=-614/217, 7-8=-577/200, 8-9=-577/200, 9-10=1575/442, 10-11=-1396/340, 13-34=-219/913, 12-34=-219/913 BOT CHORD 2-27=-697/359, 26-27=-697/359, 5-24=228/462, 23-24=-1314/653, 22-23=-910/376, 20-22=-23/283, 6-22=-1/329, 19-20=-861/359, ` 18-19=-186/834, 17-18=-186/834, 10-14=952/357, 13-14=-284/940 WEBS 3-27=173/289, 3-24=-667/315, 6-19=462/1547, 8-19=457/260, , 81, 6-233-2539/76512-34860651300 B \\Q—`G NOTES \\ 1) Unbalanced roof live loads have been considered for this design. ` ) PE17605 . f 1 v — I -" ST; alp `S10NAL Job Truss Truss Type Qty Ply Avalon -Artisan -Gust A7 Roof Special 1 1 Job Reference (optional) 9outhem Truss, FL Pierce, FL., 34951 Aug ic2Tn+ pg310.SAug 132019 UiTeklndustries.IncSat Jan 2511:38:16 ,.-_Paged-.-. ID:25Ys9447kmmi2g5MnorlCoyODm.!Pg9TUIrHg=KY14pdx MlFKqufUZKcYM3Go9nzn65 2i9-1 -6a 5 48-5 2-&12 7-0-0 74e 2-10.0 1-51 7q fives W. 5x6= tt.M1blaae-6-o �s9.15�4.Y1„2�„ .0 0. -02 7A-0 1-i1d S33 31-12 1 S1 6-9-12 - 6 1-a$-C-0�8812 Scale = 1:72.1 Plate Offsets (X, Y): [23-6-12.E g12][25:0-2-0,0-0-8],[27:0 2 4,0-1 0] 111.0 3-0,0-3-0),[12:0-2-4,0-2-0],[14:0-2-12,0-2-8],[18:0-5-12,0-1-8],[21:0-3-12,Edgel,[22:0-2-0,0-3-0], Loading { (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deb Ltd PLATES GRIP TCLL (roof) + 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.08 13-14 >999 240 MT20 244/190 'TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.20 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 34 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Mat(x-MS Weight: 27011b FT=20% LUMBER 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) TOP CHORD 2x4 SP No.2 Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. BOT CHORD 2x4 SP No.2 *Except* B2,B7:2x4 SP No.3 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 *Except' W14:2x4 SP No.2 cantilever left exposed ; Lumber DOL=1.60 plate grip OTHERS 2x4 SP No.3 *Except* BL1:2x6 SP No.2 DOL=1.60 BRACING 3) Provide adequate drainage to prevent water ponding. TOP CHORD Structural wood sheathing directly applied or 4) 5) All plates are MT20 plates unless othenvise indicated. This truss has been designed for a 10.0 psf bottom 4-3-10 oc purlins, except erid verticals. chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied ors-2-13 oc 6) Bearing at joint(s)34 considers parallel to grain value b bracing. Except: oc bracing: 23-25 using ANSI/TP11 angle to grain formula. Building 10-0- 0-oc bracing: 19-7) designer should verify capacity of bearing surface. WEBS 1 Rooww at mitlpl 6-18 8-18, 10-12, 6-22 Provide mechanical connection (by others) of truss to , bearing plate capable of withstanding 851 Ib uplift atjoint ,REACTIONS (lb/size) 22=2778/0-8-0, (min. 0-3-4), 22 and 275 lb uplift at joint 34. 34=89810-3-8, (min. 0-1-8) LOAD CASE(S) Standard Max Hora 22=299 (LC 8) Max Uplift 22=-851 (LC 4), 34=.275 (LC 9) Max Grav 22=2778 (LC 1), 34=1037 (LC 18) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-322/877, 3-4=-506/1362, 4-5=.501/1487, 5.6=568/1707, 6-7=-715/242, 7-8=-715/242, 8-9=-1562/437, 9-10=-1619/402, 12-34=-139/801, 11-34=-139/801 BOT CHORD 2-26=-6961359, 25-26=-696/359, 5-23=-207/400, 22-23=-1312/652, 21-22=-1051/420, 21-29=-15/288,' 6-29=-5/327, 18-19=-988/399, 17-18=-222/990, 16-17=-222/990, 13-14=-378/1588, 12-13=-375/1593 WEBS 3-26=-174/290, 3-23=-667/314, 6-18=-555/1742, 7-18=-592/341, 8-18=-571/142, 14-16=-224/967, 8-14=301/867, 10-14=417/153, 10-13=01271, 10-12=-1571/354, - 5-22=-502/268, 6-22=-2553/799, 11-34=-1138/312 NOTES 1) Unbalanced roof live loads have been considered for this . design. G S�1% ry PEA7605'h �1 f b STA ZyZo 0 c c� ;� OR1fl_i'�����\ !J Job Truss Truss Type Oty Ply Avalon -Artisan -Cult A9 Roof Special 1 1 Job Reference (optional) -- SDuthem Truss,-Fa.-Rerce.FL..34954- .- -----Run:&.31S-Aug4ti 2014Print.4:310 SAug43.2019 MiTeWndustries,-Ina.Sat Jan 25-0L38.46---—Page.9-- ID:25Vs944Pkmmi2g5MnorlCoyODm.iPg9TUirHgmw l4pdxXM1FOWufmZJpYM3Gognerr55 2-0-0 5915 455 I &1-0 a-11-0 4.3J at -13 4-0-0 11}t btt-1 61-15 2-0-0 5x5, "a ]-1-0 3AbD 0.3-0 0.142 3-&12 0.3-0 Scale =1:80A Plate Offsets (X, Y):[9:0-2-8,0-2-4],[22:0-3-4,0-2-12],[23:0-2-8,0-3-0],[24:0-2-0,Edge],[26:0-2-0,0-0-8],[28:0-2-3,0-1-0],[30:0-2-3,0-1-0] Loading (Pat) Spacing 2-0-0 CS' DEFL in (loc) I/deg Ud PLATES GRIP TCLL (roof) ' 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.11 15-17 >999 240 MT20 244/190 TCDL ( 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.24 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017FTP12014 Matrix -MS Weight: 2951b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. Except: 2-2-0 oc bracing: 24-26 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 7-19, 8-19, 6-23 REACTIONS (lb/size) 13=1378/0-8-D, (min. 0-1-11), 23=297710-8-0, (min. 0-3-8) Max Hartz 23=224 (LC 7) Max Uplift 13=477 (LC 9), 23=-783 (LC 8) Max Grav 13=1452 (LC 18), 23=2977 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-321/877, 3-4=.503/1359, 4-5=-485/1484, 5-6=575/1745, 6.7=-611/373, 7-8--627/361, 8-9=-1141/531, 9-10=-1348/558, 10-11=-19471722, 11-12=2041/698, 12-13=-2271/733 BOTCHORD 2-27=-696/359, 26-27=696/359, 5-24=-255/477,23-24=-1316/657, 22-23=-909/673, 20-22=-81/262, 6-22=-87/279, 19-20=-656/648, 18-19=43/975, 17-18=-43/975, 16-17=-277/1474,15-16=-277/1474, 13-15=-522/1943 WEBS 3-27=-172/287, 3-24=-667/318, 6-19=371/1563, 7-19=-256/251, 8-19=1014/476, 10-17=-624/349, 10-15=-169/529, 12-15=-362/278, 5-23=-575/255, 6-23=-2733(/11, • 9-17=114/334, 8-17=147/469 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4771b uplift at joint 13 and 7831b uplift at joint 23. LOAD CASE(S) Standard � � f PE176O5 �7 —I'r7—j1 1 I o\�0RI0�i'������ //////�'3/0IVAL�G \�\\ Job Truss Truss Type Gty Piy Avalon -Artisan -Gust A10 Roof Special 1 1 Job Reference (optional) __ .. Sfluthemhuss,ELPJerce,FL,349S1_. -- _ Run: 8.31$Aug 132019 Pnnt:8.310 SAug 13.2019 MiTek.Industries,Jnc. Sat Jan2.5,L1a8'17 °'ge-t,._.. ID:25Ys944Tkmmi2g5MnorlCoy0t)m.BbOXgaT2_3nxicCNKSnuEOZyl2clkmia]7MhD2 4 2-0-0 4-?15 1 a-0-t5 6-0.15 6-33 13 4-0.0 6-29 ]-9-] 1 2-0-0 Us. 4-945 4-10-9 Flip, 1 -1-13 t0-2< fi<5 ]-9-] Scale =1:79 Plate Offsets (X, Y):[9:0-2-8,0-2-4],[19:0-1-8,0-2-8],[21:0-2-3,0-1-0],[23:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CS' DEFL in (lac) "deg L/d PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TO 0.71 Vert(LL) -0.17 15-17 >999 240 MT20 244/190 TCDL i 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -D.39 15-17 >999 180 -BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 266 lb FT=20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrenl with any other live loads. BOT CHORD 2x4 SP No.2 *Except* 62:2x4 SP M 31 6) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 beadng plate capable of withstanding 7631b uplift at joint OTHERS 2x4 SP No.3 19 and 5001b uplift at joint 12. BRACING LOAD CASE(S) Standard TOP CHORD Structural woad sheathing directly applied or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-17 WEBS 2 Rows at 113 pis 6-19 _ REACTIONS (lb/size) 12=1518/0-8-0, (min. 0-1-13), 19=279110-11-5,(min. 0-3-5) Max Hartz 19=-224 (LC 6) Max Uplift 12=500 (LC 9), 19=-763 (LC 8) Max Grav 12=1546 (LC 18). 19=2791 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-276/805, 3-0=471/1199, 4-5=-449/1350, 5-6=A21/1344, 6-7=-849/435, 7-8=-920/398, 8-9=-1505/612, 9-10=1787/623, 10-11=-2201/747, 11-12=-24141730 BOT CHORD 2-20=-644/327, 19-20=-644/327, 18-19=43/441, 17-18=-43/441, 16-17=-217/1459, 15-16=217/1459, 14-15=412/2051, 12-14=-512/2051 WEBS 3-19=.545/280, 5-19=-375/274, 6-17=-207/911, 7-17=-173/422, 8-17=-1097/522, 9-15=-101/453, 10-15=-662/350, 10-14=0/257, 6-19=-2401/536 NOTES 1) Unbalanced roof live loads have been considered for this design. P) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 9) Provide adequate drainage to prevent water ponding. 4) All plates aLe MT20 plates unless otherwise Indicated. ` NEe PE.�76O5 tt "I b ` STA Job Truss Truss Type Oty Ply Avalon-Artisan-Cust Al0A Roof Special 1 1 Job Reference (optional) sauthem Truse,.Ft. Pierce, U., 3495"-. 12ua:-8.315_Aug.L920f9 P.ri=8,310 SAug 13 2019 MITek Industries, Inc. Sat Jan 25 11:38A7.. ID:25Ys9447kmm12g5MnorlCoyODm-BbOXggiT2 3uicCNKSnuEOX31_allvial7MhDzrr64 2_l 6A-04 a9-1 6 -0- -9-16e 4-0.0 5-10.9 6-171 2-0.0 W. I 6ii 0 S11 69-1 � I 6�91-0 I 8 S12 ]-6-03 I 6-1-] I Scale =1:79 Plate Offsets (X, Y): [7:0-2-8,0-2-12], [8:0-2-8,0-2-4], [10:0-0-3,0-0=14], [17:0-1-12,0-1-8], [19:0-2-3,0-1-0], [21:0-2-3,0-1-0] Loading (psf) Spacing 2-M CSI DEFL in (too) Ydeft L/d PLATES GRIP TCLL (root) 4 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.17 12-14 >999 240 MT20 244/190 TCDL # 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.38 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 258 lb FT=20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP N0.2 *Except' T3:2x4 SP M 31 bearing plate capable of withstanding 6951b uplift at joint BOT CHORD 2x4 SP No.2 18 and 549111 uplift at joint 10. WEBS 2x4 SP No.3 LOAD CASE(S) Standard OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS IRow at midpt 7-15 REACTIONS lb/size) 10=1766/0-8-0, (min. 0-2-1), 18=2543/0-11-5,(min. 0-3-0) Max Horiz 18=224 (LC 7) Max Uplift 10=-549 (LC 9). 18=-695 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-357/975, 34=-1242/380, 4-5=-1051/407, 5-6=-1510/565, 6-7=-1529/514,7-8=-2340/793, 6-9=-2716/884, 9.10=-2938/890 BOT CHORD 2-18=-765/394, 17-18=-765/557, 16-17=-170/1065,15-16=-170/1065, 14-15=-45412347,13-14=-407/2070, 12-13=407/2070,10-12=-663/2536 WEBS 3-18=-2349f738, 3-17=-406/2011, 517=-838/264, 5-15=-151/353, 6-15=-223/776,7-15=-1362/569, 7-14=-262/169, 8-14=-1031512, 8-12=-184/510, 9-12=-366/291 ' 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=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip \ DOL=1.60 �\ \GEN&'% 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. j 5) This truss has been designed for a 10.0 psf bottom 1, / PE�76O5 1 chord live load nonconcurrent with any other live loads. f 1 — �, 24zo;�, Job Truss Truss Type Oly Ply Avalon -Artisan -Oust Al OB Roof Special i 1 Job Reference (optional) S9uthem Truss, Ft. Pierce, FL., 34951---_--- Run.8?SS-AUB-0.i 09PrinL8.310-SAug 13-2049MiTek Industries`IacSat Jan 2511:38:17__ ,.--_-„-..Pagel - ID:25Ys9447kmmi2g5MnorlCoyODrx-BbOXgcU r2_3nxicCNKSnuEoVZ12plkoia]7MhDzu64 2-0 4.914 b9-1 7-9-1 52-9 &1d 13 4-0-0 4-19-9 &t-] 2-0-0 4-0< 5.19 ]-94 A9-1 7-24 ]-0.4 19-1-12 Scale = 1.79 Plate Offsets (X, Y):[3:0-3-4,0-1-8],[9:0-2-8,0-2-4],[11:0-0-3,0-0-14],[15:0-2-4,0-1-8],[18:0-4-12,0.1-8],[20:0-2-3,0-1-0],[22:0-2-3,0-1-0] Loading (ps1) Spacing 2-0-0 CSI DEFL in (toc) I/de0 Ud PLATES GRIP TCLL (root) 4 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.20 13-15 >999 240 MT20 2441190 TCDL z 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.40 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 2661b FT=20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 661 lb uplift at joint BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP M 31 19 and 574 lb uplift atjoint 11. WEBS 2x4 SP No.3 LOAD CASE(S) Standard OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 op bracing. WEBS 1 Row at midpt 5-16, 7-16 REACTIONS (Ib/size) 11=189410-8.0, (min. 0-1-9), 19=2416/0-11-5,(min. 0-2-14) Max Horiz 19=-224. (LC 6) Max Uplift 11=-574 (LC 9), 19=-661 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/741, 3-4=-1863/486, 4-5=-1645/504, 5-6=-1865/626, 6-7=-1812/617, 7-8=-2802/869, 8-9=-2516/808, 9-10=-2866/841, 10-11=-3209/972 BOT CHORD 2-19=-577/320, 18-19=-577/508, 17-18=-34511564, 16-17=-345/1564, 15-16=-340/2185, 14-15=-645/2981, 13-14=-64512981, 11-13=-743/2784 WEBS 3-19=-2258/719, 3-18=47212256, 5-18=-568/233, 6-16=-377/1132, 7-16=-1154/522, 7-15=-322/1048,' 8-15=-10281434, 8-13=-780/221, 9-13=-191/926, 10-13=-338/261 . NOTES i) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); • cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. / been pE 7605 \\ 4) All plates are � plates unless otherwise indicated. i , t 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with another live loads_. 0\, STA / 0� '\C ORIG_ /�///�S/ Jab Truss Truss Type Oty Ply Avalon -Artisan -Gust A11 Roof Special 1 1 Job Reference (optional) ---6oulhem TrussFlrPierce, FL., 34954 - -- - --. - . - un:9:34S Aug 13W949Print 8.310SAug 132019 MiTek-tndustries�4m. Set Jan-25-01.a&.17 —Peg I--- ID:25Ys9447kmmi2g5MnorlCoyODm-SbOXgg1T2_3nxicGNKSnuEoafl4HIWaj7MhDzc64 • 3-0-0 6-5-15 6-3-1 6-3-1 2-8-0 S6-0 5.53 0 -13 8-0-0 2-0-e US, 5x5c a4u a4„ zap 2x4„04 d3- ii-5-e 4-0-0 -0 ]d-0 4-0-0 3-1-12 2-0A ]-id2 1}10-0 1-e4 2.2t2 4-e-0 a ]� 2 Scale = 1:80.4 Plate Offsets (X, Y):[6:0-3-0,0-2-8],[7:0-2-8,0-2-4],[10:0-2-8,0-2-4],[14:0-2-0,0-1-8],[21:0-2-3,0-1-0],[23:0-2-3,0-1-0] Loading (psf) Spacing 2102511 CSI DEFL in "cc) I/de6 L/d PLATES GRIP TCLL (roof) { 20.0 Plate Grp DOL . FC 0.66 Vert(LL) 0.42 14-16 >999 240 MT20 244/190 TCDL ] 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) I -0.81 14-16 >601 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 295 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T6:2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except' B1:2x4 SP No.2, F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-12 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 1 Row at mldpt 5-17. 8-16 JOINTS 1 Brace at Jt(s): 13 REACTIONS (Ib/size) 11 =1 929/0-8-0. (min. 0-1-10), 20=2380/0-8.0, (min. 0-2-13) Max Horz 20=211 (LC 7) Max Uplift ll=-574 (LC 9), 20=-639 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-343/840, 34=-1909/463, 4-5=-1805/489, 5-6=2015/633, 6-7=A719/605, 7-8=-2025/624, 8-9=-3226/934, 9-10=-2745/854, 10-11=-3174/868 BOT CHORD 2-20=-658/382, 19-20=-227/809, 18-19=-351/1702, 17-18=-351/1702, 16-17=-20511719, 15-16=-44012522, 14-15=-44012522, 13-14=812/3520, 11-13=-607/2712 WEBS 3-19=-140/1068, 5-19=-510/198, 6-17=-136/458, 7-16=-214/742, 8-16=-1290/564, B-14=-310/1105, 9-14=-1083/446, 9-13=-1147/296, 10-13=-148/972, 3-20=-2559I780 NOTES 1) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plafas amMY20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639 lb uplift at joint 20 and 574 lb uplift at joint 11. LOAD CASE(S) Standard PE�76O5) f I I STA •/l�� NAL Job Truss Truss Type City Ply Avalon-Artisan-Cust Al2 Roof Special 1 1 Job Reference (optional) _Sodnern Truss,.Ft..Pierce,FL.,34954 -- - — Scale=1:82.3 -RunA,31S Aug432019 Print:.8.310 SAug•132019-Mi7ekIndustries, Inc. SatJan2511-.38:18 -agei 1 ID:25Ys9441kmmi295MnorlCoyODm-8tyvuAk5plCe2sBOx2zDRSL MKP1 B4rpNlvElzrr63 2-0-0 41-0 6.40 6-0-0 6A�0 ]-2.12 39-0 4A6 S10.0 2-1-1 0-1-12 40-0 6-0-0 6-512 fi-0b >-2-t2 4-612 3A6 51-02 Plate Offsets (X, Y): 16:0-52-3,0-1 0](7:0-3-0,0-2-8), [8:0-2-4,0-2-0], [70:0-5-4,0-2-8], [73:0-2-12,0-1-8], I14:0-2-0,0-1-81, [15:0-3-0,0-1-8], I17:0-5-12,Edge], [21:0-3-8,0-1-8], [23:0-2-3,0-1-0], Loading f (psf) Spacing 2-0-0 CSI DEFL in (too) /de0 L/d PLATES GRIP TCLL (root) + 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.18 17-18 >999 240 MT20 244/190 'TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.44 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.86 Horz(CT) 0.14 13 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 2961b FT=20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 `Except' T4:2x4 SP M 31 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP No.2 *Except' B3:2x4 SP No.3 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 SP No.3'Except" W9:2x4 SP No.2 7) Provide mechanical connection (by others) of truss to OTHERS 2x4 SP No.3 bearing plate capable of withstanding 563 lb uplift at joint BRACING 13 and 619 lb uplift at]oint 22. TOP CHORD Structural wood sheathing directly applied, LOAD CASE(S) Standard except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-18, 9-15 REACTIONS (lb/size) 13=19271 Mechanical, (min. 0-1-8), 22=2379/0-8-0,(min. 0-2-13) Max Horiz 22=-192 (LC 6) Max Uplift 13=.563 (LC 9). 22=-619 (LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-287/711, 34=-1829/410, 4-5=-1733/427, 5-6=-2002/546, 6.7=.2004/649,7-8=72353/648, 8-9=-3535/974, 9-10=-24577758, 10-11=-2015/584,11-13=-1868/588 BOT CHORD 2-22=-562/304, 21-22=-562/459, 20-21=-30511550,19-20=-30511550, _ 18-19=-21011693, 17-18=-658/3173, 8-17=-196/913, 14-15=-381/1693 WEBS 3-22=-2240/664, 3-21 =-460/225 1, 5-21=665/231, 5-19=-141/262, 6-18=215/601, 7-18=-82/586, ' 8.18=-14291578, 15-17=-632/2802, 9-17=-95/816,9AS5 2279/583, 10-15=-311A284,10-14=-5151194, ' 11-14=-388/1775 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph(3-second gust) � \�\�Q',��\oENS'�.�\(��j� Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf, h=16ft; Cat. i 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); j cantilever left exposed; Lumber DOL=1.60 plate grip r PE605 1 DOL=1.60' - 1 I 3) Provide adequate drainage to prevent water pending. j 4) All plates are MT20 plates unless otherwiseindlcateil:-$TA 7 .- i `14 ORID_jG�\ Job Truss Truss Type CIty Ply Avalon-Artisan-Cust A13 Roof Special 1 1 Job Reference (optional) SoonemTruss,Ft.Plarce.FL_34951. 8.310 S Aug 132019 MiTek Industries, Inc. Set Jan 251138:18_, 1, ge:.]_�, I D:25 s9441kmmi2g5MnarlCoyODm.fnyvuAk5plCeZSBOx2zORSL19IOV19TrpNlvEfzrr63 2-0 4-0-0 S}] S}] a -2 5-0.0 SC-0 Sznsttsz i9-0 4a-o 4-p-0 5x5= &4u 5x5= 14 3x4u 4x9= 5x5= 4-0-0 .p a-0-0 8-0-0 10.5-0 Gp-02 7-ID-0 Scale = 1:79.2 Plate Offsets (X, Y):[5:0-2-4,0-1-8],[6:0-2-8,0-24],[8:0-2-8,0-24],[11:0-2-8,0-2-41,[13:0-2-8,0-2-12],[14:0-34,0-1-8],[16:0-3-4,0-3.4], [21:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (I.Oc) Vdefl L/d PLATES GRIP TCLL (roof) + 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.76 16-17 >635 180 'BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.15 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 2821b FT=20% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 597 lb uplift atjoint BOT CHORD 2x4 SP No.2 `Except' B3:2x4 SP No.3, 20 and 4801b uplift at joint 13. B2:2x4 SP M 31 LOAD CASE(S) Standard WEBS 2x4 SP No.3 "Except" W9:2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Raw at midpt 5-20, 6-19, 8-17, 11-13 REACTIONS (lb/size) 13=1768/ Mechanical, (min. 0-1-8), 20=238310-8-0.(min. 0-2-13) Max Horiz 20=182 (LC 8) Max Uplift 13=480 (LC 9), 20=-597 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/705, 3-4=-132J560, 4-5=-1111709, 5-6=-1891/473, 6-7=2183/588, 7-8=-2183/588, 8-9=3618/1083, 9-10=-3589/919, 10-11=-26371738 BOT CHORD 2-20=-560/321, 19-20=-337/1402, 18-19=-33211692, 17-18=-33211692, 16-17=-346/2242, 9-16=4491332, 13-14=.382/1457 WEBS 3-20=-363/260, 5-20=-2698/576, 5.19=-88/457, 6.19=275/161. 6-17=-252/913, 7-17=-419/244, 8-16=582/1616, 14-16=671/2839, ^ 10-16=-53/465, 10-14=-2051/582, 11-14=-382/1747, 11-13=-2080/555 . 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=1611; Cat. \\\ v B( o II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 DOL=1.60 �\ �Q'\GEN& plate grip 3) Provide adequate drainage to prevent water ponding. P E_76O5 4) All plates are MT20 plates unless otherwise indicated. f 1 51 This truss has been designed for a 10.0 psf bottom I J f - chord live load nonconcument with any other live loads. '8) -tons. - Referto girdbT(syfoi truss to truss connect - - STA ��^ iO .FI,ii'Zo S/ONAL Job Truss Truss Type Qty Ply Avalon -Artisan -Cult A14 Roof Special 1 1 Job Reference (optional) SButhem TNss,Ft-Pierce,FL.,3495L.-Run.84�& 13-2019-Print-8310b Aug 434019-MiTek-Intln;Viesrine Sat Jan 2511-38:18--------Page.. I ID:25Ys9447kmmi2g5MnorlCoyODm.fnywAk5plCeZsBOx2zURSLigiLbl BvrpNIVEfzrr63 2-0-0 1 G]-] 649 74 7-0.0 5-0-12 }24 2.2b 5-6e. 2-2-6 Sx6= 2xk 5x6= o-10.12-12 _Sbobaa ^--a-6< Et 3 1°°i 1140.] 2.49 2 1 3-2-0 1r-0.821 0.0-.-I 2.2b 1 01-12 0.1- 2 Scale = 1:79.2 Plate Offsets (X, Y): [15:0-2-8,0-3-0] ][1[5:0-3-02 0-4-8][ [24 0-2--2-8]-0[' :0-2-0,0-2-8], [10:0-4-4,Edge], [11:0-2-12,0-2-0], [12:0-2-8,0-2-4], [13:0-2-12,0-1-8], [14:0-1-12,0-2-4], Loading € (pso Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) t 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.38 16-17 >999 240 MT20 244/190 'TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.84 16-17 >635 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.43 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 306 lb FT=20% LUMBER 2) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) TOP CHORD 2x4 SP M 31 `Except' T4,T1,T5:2x4 SP No.2 Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; but 611; Cat. BOT CHORD 2x4 SP No.2 `Except' B1,B3:2x4 SP M 31, 11: Exp C; Encl., GCpi=0.18; MWFRS (envelope); F2,F3:2x4 SP No.3 Lumber DOL=1.60 plate grip DOL=1.60 WEBS 2x4 SP No.3 *Except* W9:2x4 SP M 31, 3) Provide adequate drainage to prevent water ponding. W8:2x4 SP No.2 4) All plates are MT20 plates unless otherwise indicated. OTHERS 2x4 SP No.3 5) Thls truss has been designed for a 10.0 psf bottom WEDGE Left: 2x4 SP No.3 chord live load nonconcurrent with any other live loads. BRACING 6) Refer to girder(s) for truss to truss connections. TOP CHORD Structural wood sheathing directly applied, 7) Provide mechanical connection (by others) of truss to except end verticals. bearing plate capable of withstanding 501 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 6-10-12 oc 13 and 517 lb uplift at joint 2. bracing. Except: LOAD CASE(S) Standard -10-0-0 oc bracing: 15-16 'WEBS 1Row at midpt 8-18 JOINTS 1 Brace at Jt(s): 23 REACTIONS (lb/size) 2=215110-8-0, (min. OA-13), 13=2000/ Mechanlcal,(min. 0-1-8) Max Honz 2=196 (LC 8) Max Uplift 2=.517 (LC 8), 13=501 (LC 9) FORCES (lb)- Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3725/794, 3-4=3546R97, 4-5=-31971748, 5-6=3357/832, 6-7=-3357/832, 7-8=3590/832, 8-9=-4836/1129, 9-10=-8351/2006, 10-11=-7500/1793, 11-12=1223/303, 12-13=-1963/498 BOT CHORD 2-23=772/3231, 22-23=.772/3231, ' 21-22=-624/2774, 20-21=-624/2774, 19-20=-58913153, 18-19=-589/3153, 17-18=-923/4305,16-17=-1293/5575, WEBS 10-16=-3548/927 5-20 325/910, 6-20=.587/339, 7-20=228/473, 7-18=-231/978, \ G. 8-18=14461505,14-16=-2991i196, \\�\Q'\P ��',ENS •r, i F`� 11-16=-157316630. 9-16=-722/2874, \ / �� 8-17=-226/1084, 11-14=-2457/667, 12-14=-566/2281, 9.17=-1589/462 f PE_1605 t NOTES I - 1) Unbalanced root live loads have been considered for this design. pORIO .NAL Job Truss Truss Type Oty Ply Avalon-Artisan-Cust A15 Roof Special ^ 1 I 1 Job Reference (optional) .. ,SmNem Truss, Pierce, FL., 34931-..-_ Scale = 1:79.2 —�IiUnaJiJ-/iUg-iJ2UlYY-rIn46JiVJHUg WJ UIYMIIBF-InOUGme9: InL MOar,, Bec.`Io-���Yagcl ID:25Ys944?kmm12g5MnorlCoyODm-fnyvuAk5plCeZsBOx2zORSLhsIKmi 9CrpNlvEfzn63 240.0 17-7 54-9 69-0 61d 634 69J1 4.1-t2 d-0-t2 U7- 3x5= dx5= 2x4. W. ra 2x4n 2x4n 2xAn 3x4v 3x4u dx9= 3x5n 040-12 111- 1-1- n n 68�1] I 4-03 I 4-0-12 1 ^0.412 1.8$'0.61 Plate Offsets (X, Y): [23.0-2-3,0-114] 01 [4:0-5-4,0-2-8], [8:0-5-8,0-2-4], [9:0-1-8,0-3-0], [10:0-2-4,0-1-12], [11:0-2-8,0-1-8], [12:0-2-12,0-1-8], (13:0-2-0,0-1-8], [15:0-10-4,0-3-8], Loading i (psf) Spacing 2-0-0 CSI DEFL in (roc) I/deb Ud PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.39 18-19 >999 240 MT20 244/190 'TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.83 15-16 >644 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.38 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 2991b FT=20 LUMBER TOP CHORD 2x4 SP N0.2 *Except- T4:2x4 SP M 31 BOT CHORD 2x4 SP M 31 `Except' B4,F2:2x4 SP No.3, B5,B2:2x4 SP No.2 WEBS 2x4 SP N0.3 *Except' W6:2x4 SP M 31 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc brecing. WEBS 1Row at midpt 9-16 JOINTS 1 Brace at Jt(s): 22 , REACTIONS (lb/size) 2=2151/0-8-0, (min. 0-1-13), 12=2000/ Mechanical, (min. 0-1-8) Max Horiz 2=210 (LC 8) Max Uplift 2=-500 (LC 5). 12=486 (LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3728/897, 3-4=-3349/8B9, 4-5=-3745/1059, 5-6=-3930/1071, 6-7=-3930/1071, 7-8=-3930/1071, 8-9=-4009/970, 9-10=-5927/1320, 10-11=-1685/398, 11-12=-1957/49B BOTCHORD 2-22=-880/3241, 21-22=-880/3241, 20-21=-778/2926, 19-20=-778/2926, 1B-19=-1005/3745, 17-18=-807/3515, 16-17=807/3515, 15-16=-1348/5991, 9-15=-1285/380 WEBS 3-21=-396/249,4-21=-66/401, 4-19=405/1195, 5-19=685/337, 5-18=-1051327, 7-18=453/262, 8-18=-2841726, 8-16=-156/916, 9-16=26321757, 13-15=-417/1763, 10-15=1090/4798, 10-13=-2550/674, 11.13=-586/2483 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4861b uplift at joint 12 and 500 lb uplift at joint 2. LOAD CASE(S) Standard \GEN& J PE�:7605y� 01t MSTP t7)4 - �� SS1ONAL 1X\G Job Truss Truss Type Oty Ply Avalon-Artisan-Cust A16 Roof Special 1 1 Job Reference (optional) Swthern Tfuss,FLPierce,EL.,34051-. - ---Run:83iS-Aug.132019>�riot:.8.330 SAug 132019MRrak IndusVies,lmSal Jan 25-11:38a8-•.--------- paga-i ID25Ys944?kmmi2g5MnorlCoyODn-7 W15WIjabKVB?maUIUF ftrdshimdq?21UTm6zrr62 3ii-11,y r jV 4-B4 1 t tt 511.7 I 52 9-li I &911^ I 5� l-0' I p-p.iy 4-11.8 I 5-3.0-- 2.8-t1 3 5x]• Us, 3x5=5= 3.4. Sxa= o-1a.13 0.-G-0CT40.wt7'^u59aa S,u]4y 0-1-12 1 aanz a1-12 Scale = 1:79.2 Plate Offsets (X, Y): [2:0-5-7,0-1-2], [4:0-5-4,0-2-8], [9:0-6-4,0-2-8], [11:0-24,0-1-8], [13:0-2-8,0-2-12], [14:0-2-4,0-1-8], (16:0-4-12,0-241, [18:0-4-0,0-3-4], [20:0-2-4,0-1-8], [23:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 C51 DEFL in (lac) I/deft Ltd PLATES GRIP TCLL (roof) F 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.42 18-19 >999 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.81 18-19 >663 180 'BCLL 0.0 Rep Stress [nor YES WB 0.95 Horz(CT) 0.26 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 306 lb FT 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 'Except' B3,F2:2x4 SP No.3, B4,B5:2x4 SP No.2 WEBS 2x4 SP No.3 *Except- W4:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. Except: 7-8-0 oc bracing: 2-22 WEBS 1 Row at micipl 10-14, 11-13 REACTIONS (Ib/size) 2=2151/0-8-0, (min. 0-1-13), 13=20001 Mechanical, (min. 0-1-8) Max Horiz 2=223 (LC 8) Max Uplift 2=-55B (LC 5), 13=592 (LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3746/1056, 3-4=-3466/1008, 4-5=-4260/1333, 5-6=4747/1465, 6-7=-4584/1396, 7-8=-4584/1396, 8-9=-4565/1393, 9-10=-3100/886, 10-11=-1753/507 BOTCHORD 2-22=-1017/3255,21-22=-91313061, 20-21=-913/3061, 19-20=-1311/4260, 18-19=-1443/4747, 8.18=-404/234, 15-16=.84312926. 14-15=.84312926, 13-14=-507/1753 WEBS 3-22=-254/230, 4.22=-16/342, 4-20=545/1585, 5-20=-869/380, 5-19=200/682, 6-1 9=.30011 9 1. 6.18=327/89, 9-18=-814/2502, 9-16=-657/271, 16-18=-810/2880, 10-16=-390/201, 10-14=1720/492, 11-14=-284/1396, 11-13=-2511/725 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TC75L=5Apsf, BCDL=5.Opsf; h=16R; Cat. II;. Exp C; Encl., GCpi=0.18; MWFRS (envelope); 1-6mber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 13 and 558 lb uplift at joint 2. LOAD CASE(S) Standard zzs PE 76051i `\1 o �Msrak .�<ORID_iG�� �� I NAL Job Truss Truss Type Oty Ply Avalon-Artisan-Cust A17 Half Hip 1 1 Job Reference (optional) Sbulhem Tress^fl�Pierce-FL-., 34961 -- -- Rar1'8915 ug13-2014Pnn`. 83109 Aug 131019Mffe ndustries4= Sat Jan 25 ITs"fY----fag e- — ID:25Ys944?kmml2gSMncrlCoyODm-7_W 15 W IjabKVB?maUIUF_flsl6f_mcL?21 UTm6zrr62 2-0.D t1D a-0 5412 7-7-] ]-511 7.511 J-S11 7-7-7 W95i'm L"a VA. ms - I - 12 + 19 18 1] 16 15 14 13 W. - Us= 302= 5%6We= 3x5= 4A-36= 2x4n Sx5• 8 SS-0 ]-Sit 7-5-11 ]-511 ]-Sit 7-1-7 Scale=1:79.2 Plate Offsets (X. Y): [3:0-2-0,0-1-81, [4:0-6-0,0-2-81;[12:0.2-8,0-2-12],114:0-2A,0-1.8]. [18:0-5-12,0-1-8], [19:0-2-4,0-1-8], [21:0-2-4,Edgel, [22:0-2-3,0-1-0] Loading (psf) Spacing 211-0 CSI DEFL In floc) /deft Ud PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL .25 TC 0.88 Vert(LL) 0.30 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL I 1.25 BC 0.97 Vert(CT) -0.56 14-16 >928 1BO BCLL 0.0 Rep Stress Inor YES WB 0.98 Horz(CT) 1 0.10 12 No n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 270 lb FT=20% LUMBER TOPCHORD 2x4 SP No.2*Except* T2:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18 WEBS 2 Rows at l/3 pts 10-12 REACTIONS All beadngs 0-8-0. except 12= Mechanical (lb)- Max Horiz 2=217 (LC 8) Max Uplift All uplift 100 (lb) or less atjolm(s) except 12=650 (LC 5), 21=-864 (LC 5), 2=-200 (LC 1) Max Grav All reactions 250 (lb) or less at joint (a) 2 except 12=1955 (LC 1), 21=2397 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-482/597, 3-4=-2128/600, 4-5=3268/1076, 5-6=-3268/1076, 6-7=-3784/1250, 7-8=-3784/1250, 8-9=-3424/1135, 9-10=3424/1135 B07CHORD 2.21=-467/193, 3-21=-2325/870, 18-19=-567/1789,17.18=-1250/3794. 16-17=-1250/3784, 15-16=-1135/3424, 14-15=-113513424, 13-14=-731/2202, 12-13=-731/2202 WEBS 3-19=-658/2022,4-19=-626/326, 4-18=-656/1848, 5-18=-565/328, 6-18=-649/232, 8-16=-146/452, 8-14=-785/380, 10-14=-508/1537, 10-13=0/324, 10-12=-2736/908 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 3) AN plates are_MT20 plates unless othervvise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 lb uplift at joint 12.199 lb uplift at joint 2, 864 lb uplift at joint 21 and 199 lb uplift at joint 2. LOAD CASE(S) Standard GEN 1 � / PEI76O5 1 n STA Job Truss Truss Type Oty PIy Avalon -Artisan -Gust A18 Half Hip 1 1 Job Reference (optional) -- -Southern Trvss: R�ierce,-fL.:3495}----- - — •-- — - Run:-d44-S A g13-2019 Print: 8.31D SAug-13-2019 MiTek4n9 stries; Inc: SatJan4Sts28:99--,_.—page. 1 ID:25Ys944?kmml2g5MnodCoyODm-7 W15WIjabKVB?maUIUF p26IWmdk?21 UTm6zn62 2-M 1 < 44-II 8d-0 ]408 ]d 0.9 ]-10.0 6-0< Sx9• 2.4. 5x10• 2 4n W- 4a- 3.4. Imlis-RoiAp", - W1 I 17 16 16 14 h 13 12 W. 3S= 44• MT20HS4K0= 2x4u M120HS SM 2e 2". 5.5e -9-6 45> 7-1 LL0, ]-00-0 7-00A Rt0-0 9-P4 Scale=1:79.2 Plate Oftsets(X, Y): [20:0-2-3,0-1],[4:0-7-0,0-2-8],[6:0-3-12,0-3-0],[9:0-4-0,0-1-12],[11:0-2-8,0-2-12],[13:0-5-12,0-3-0],116:0-3-12,0-2-0],[17:0-1-12,0-1-8], [19:0-2-4,Edge], Loading } (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.35 13-14 >999 240 MT20 244/190 'TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.66 13-14 >795 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight: 255 lb FT=20% LUMBER 4) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP M 31 'Except' T1:2x4 SP No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SP M 31 *Except* B1:2x4 SP No.2, 5) Refer to girder(s) for truss to truss connections. B2:2x4 SP No.3 6) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 bearing plate capable of withstanding 651 lb uplift atjoint OTHERS 2x4 SP No.3 11, 2041b uplift atjoint 2, 800 lb uplift atjoint 19 and 204 BRACING lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-2-2 cc purlins, except end verticals. BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16. 6-13 WEBS 2 Rows at 1/3 pis 9-11 . REACTIONS All bearings 0-8-0. except 11= Mechanical (lb)- Max Horiz 2=167 (LC 8) Max Uplift All uplift 100 (Ib) or less at joint(s) - except 11=.652 (LC 5), 19=-801 (LC 5), 2=-205 (LC 3) Max Grav All reactions 250 (Ib) or less atjoint (a) 2 except 11=1956 (LC 1), 19=2354(LC 1) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-280/543, 3-4=-18161532, 4-5=-3705/1232, 5-6=-3705/1232, 6-7=4263/1417, 7-8=-4274/1424, 8-9=-4274/1424 BOTCHORD 2-19=-4831152, 3-19=-2207l762, - 16-17=-493/1532, 15-16=-1519/4571, ' 14A5=151914571, 13-14=-1521/4567, 12-13=-929/2789, 11.12=-929/2789 WEBS 3-17=-635/1959,4-17=-870/394, 4-16=-867/2519, 5-16=-607/349, 7-13=-535/3 609 13=-57511725,9-12=0/344, \\�\\� ,M B� 9-11=-3206/1068 NOTES 1) Wind: ASCE 7-10; Vult=160mph \\\��'c-�\GENSF.`��i�� (3-second gust) i Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. / 705 `\ 6 PE 6 II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 1 -L t Lumber plate grip DOL=1.60 _ - ' I i qua60 adequate 2) Provide adequate drainage to prevent water paneling. _ - 3) All plates are MT20 plates unless otherwise Indicated. - - -t`� STA 4z:- � -- �O / .,(ORIOi'���\�� ANAL Job Truss Truss Type Oty Ply Avalon -Artisan -Gust A79 Half Hip 1 1 Job Reference (optional) "- --5outhemT7vss, Ft:Pielce,-Fk-.�495R- --- - ----Run:8:943-Avg-10-201DAint'.8.310SAu9_ Page:-0 ID:25Ys9447kmmi2g5MnorlCoyODm.7 Wl5WIjabKVB7maUlUF f15F61VMf172lt1Tm6zn62 2-0-0 1 <2-1-12 7048 610.12 &10-120 110-02 610.12 74.9 BE D54 fi-10.12 510.12 F10A2 610.12 610- 2 7-0-B Scale =1:79.2 Plate Offsets (X, Y): [3:0-1-12,0-1-12]. [4:0-6-4,0-1-12], [12:0-24,0-1-12], I13:0-2-12,0-1-81, [14:0-1-8,0-1-8], [20:04-0,0-1-12], [21:0-1-12,0-1-8], [24:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 C51 DEFL in floc) I/deg L/d PLATES GRIP TCLL (root) } 20.0 Plate Grip DOL 1.25 TO 0.85 Vert(LL) 0.52 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.95 17-18 >551 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC201717PI2014 Matrix -MS Weight: 251 lb FT=20% LUMBER 3) All plates are MT20 plates unless otherwise indicated. TOP CHORD 2x4 SP M 31 'Except' T1:2x4 SP No,2 4) This truss has been designed for a 10.0 psi bottom BOT CHORD 2x4 SP M 31 *Except* B1,B2:2x4 SP No.2 chord live load nonooncurrent with any other live loads. WEBS 2x4 SP No.3 *Except* W3:2x4 SP No.2 5) Refer to girder(s) for truss to truss connections. OTHERS 2x4 SP No.3 6) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 650lb uplift at joint TOP CHORD Structural wood sheathing directly applied or 13, 5441b uplift at joint 2, 913 lb uplift at joint 23 and 544 2-11-4 oc purlins, except end verticals. lb uplift at joint 2. BOT CHORD Rigid ceiling directly applied or 5-10-8 oc LOAD CASE(S) Standard bracing. WEBS 1 Row at midpt 4-20, 6720, 9-14, 12-14 REACTIONS All bearings 0.8-0, except 13= Mechanical (Ib)- Max Horiz 2=117 (LC 8) Max Uplift All uplift 100 (to) or less atjoinl(s) except 13=-651 (LC 5). 23=-913 (LC 5), 2=545 (LC 3) Max Grav All reactions 250 (Ib) or less at joint (a) 2 except 13=1948 (LC 1). 23=2745 (LC 1) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/976, 34=-1174/351, 4-5=-3781/1264,S-6=-3781/1264, 6-7=-5757/1921, 7-8=-5757/1921, 8-9=-5757/1921, 9-10=3146/1050, 10-11=-3146/1050, 11-12=-3146/1050, 12-13=-18BO/676 BOT CHORD 2-23=-847/274, 3-23=-2525/828, 20-21=-305/940, 19-20=-1780/5335, 18-19=-1780/5335, 17-18=-178015335, ` 16-17=-1675/5017, 15-16=-1675/5017, 14-15=-1675/5017 WEBS 3-21=-602/1844, 4-21=-1214/493, 4-20=-1087/3211, 5-20=-529/303, 6-20=1764/588, 6-18=0/275, 6-17=-162/479, 8-17=-487/279, 9-17=-280/840, 9-15=0/270, \\\(✓11. B��/:�1 /�/ 9-14=-21247710, 11-14=-521/300, \ \Q _ S "•/f(-- / 12-14=-1176/3524 NOTES F y ♦ i 1) Wind: ASCE7-10;Vu1t=160mph(3-second gust) 7 FE 7605 �\ ` Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf, h=16ft; Cat. "- �_', /_ —7 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); I Lumber DOL=1.60 plate grip DOL=1.60 "2) Provde adequate drainage to prevent water pdnding. , " 1 .. • Wit^ 8TA i/0 za c \' 4OR10_'' Job Truss Truss Type Oty Ply Avalon -Artisan -Gust A20 HALF HIP GIRDER 1 1 Job Reference (optional) Snuthem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 73 2d19 Print: 8.310 SAug 13 2019 MiTek Indusnies, Inc. Sat Jan 2511:38:21 _Page: 1 ID:25Ys944?kmmi2g5MnoOCoyODm.bA3gJdLLvSMo9Km2TOUWtQ5SW1dv348GhE0IYu I M1 7 20.9 0. -1 Sad SSi 5"5L 6-oi &t i 6-10.1 611A3 0.10- 3x4n T T T 2x4o qql `gg111 Inagjlll 1 44 x5= NOP2%s7P S3-0 .s.5 ' S5i 6 fi-0-t fide-1 6-10.1 6-11-13 Scale=1:77.4 Plate Offsets (X, Y): [3:0-2-8,0-24], [6:0-5-0,Edge], [11:0-2-0,0-1-8], ]12:Edge,0-3-8], [13:0-3-0,0-2-12], [15:04-8,0-1-8], [18:0-2-8,0-3-0], [21 :0-1-12,0-1 -B], [23:0-2-3,0-1-0] Loading T (psf) Spacing 2-0-0 CSI DEFL in floc)/deft L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) 0.27 14-15 >999 240 MT20 244/190 'TCDL 15.0 Lumber DOL I 1.25 BC 0.88 Vert(CT) -0.45 15-17 >728 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 2391b FT=20% LUMBER BOTCHORD TOP CHORD 2x4 SP M 31 'Except' T1:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W5:2x4 SP No.2 OTHERS' 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-104 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Row at midpt 5-18 '- WEBS 2 Rows at l/3 pts 8-18, 11-13 REACTIONS (lb/size) 13=15B3/ Mechanical, (min. 0-1-8), WEBS FORCES TOPCHORD 18=3919/0-11-0,(min. 04-10), 22=889/0-7-8, (min. 0-1-8) Max Herz 22=66 (LC 8) Max Uplift 13=-612 (LC 4), 18=-1530 (LC 5), 22=-324 (LC 4) (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. 3-25=-750/312,25-26=-750/312, 26-27=-750/312,4-27=-750/312, 4-28=-750/312, 28-29=-750/312, 29-30=-750/312, 5-30=-750/312, 5-31 =-I I 1612863, 31-32=-111612863, 6-32=-111612863. 6-7=-1116/2863, 7-33=-1116/2863, 33-34=-1116/2863, 34-35=-1116/2863, 8-35=-1116/28611 8-36=3500/1355, 36-37=-3500/1355, 37-38=-3500/1355,9-38=-3500/1355, 9-10=-3500/1355, 10-39=3500/1355, 3940=-3500/1355, 1140=.3500/1355, 12-13=-291/187, 2-22=-309/222 S- Lunlnu.d on Fa6e 2 2147=-386/140,47-48=-386/140, 4849=-386/140, 20-49=386/140, 20-50=-3861140, 50-51=386/140, 19-51=-386/140, 19-52=386/140, 18-52=-386/140, 18-53=-589/1517, 5354=-589/1517, 54.55=-589/1517, 17-55=.589/1517, 17-56=-58911517, 56-57=-589/1517, 16.57=-589/1517, 15-16=-589/1517, 15.58=-120213089, 58-59=-1202/3089, 59-60=-1202/3089, 14-60=-1202/3089,14-61=-1202/3089, 61-62=-120213089, 62-63=-1202/3089, 13-63=-1202/3089 3-21=-211/645, 4-2 1 =-621/425, 5-21=-502/1269, 5-20=0/303, 5-18=-2766/1093,7-18=-694/460, 8-1 8=4 711/1832, 8-17=01438, 8-15=-82512133,.9-15=-699/471, 11-15=165/443, 11-14=01468, 11 -1 3=-3222/1254, 3-22=-563/353 NOTES 1) Wind: ASCE 7-10: Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S,Opsf; h=16ft; Cat. II; Exp C; Encl.' GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl with any other live loads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 612 lb uplift at joint 13,1530 Ito uplift at joint 18 and 324 lb uplift at joint 22. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 114 lb up at 1-8-4, 92 lb down and 114 lb up at 2-84, 92 lb down and 114 lb up at 4-84. 92 lb down and 114 lb up at 6-8-4, 92 lb down and 114 lb up at 8-84, 92 to down and 114 lb up at 10-8-4. 92 lb down and 114 lb up at 12-84, 92 It, down and 114 Ill up at 14-8-4, 92 lb down and 114 lb up at 16-8-4, 92 Ill down and 114 lb up at 18-8-4, 92 lb down and 114 Ito up at 20-84, 92 lb dawn and 114 lb up at 22-8-4, 92 lb down and 114 lb up at 24-84, 92 lb down and 114 lb up at 26-8-4, 92 lb down and 114 lb up at 28-84, 92 lb down and 114 lb up at 30-84, 92 lb down and 114 lb up at 32-84, 92 It, down and 114 lb up at 34-8-4, 92 lb down and 114 lb up at 36-8-4, 92 lb down and 114 lb up at 38-8-4, and 92 lb down and 114 Ito up at 40-84. and 92 lb down and 114 lb up at 42-84 on top chord, and 50 lb down at 1-84, 50 lb down at 2-84. 50 lb down at 4-84, 50 lb down at 6-84, 50 lb down at 8-84. 50 lb down at 10-84, 50 lb down at 12-84, 50 lb down at 14-84, 50 lb down at 16-84, 50 lb down at 18-84. 50 lb down at 20-84, 50 lb down at 22-84, 50 lb down at 24.8-4, 50 lb down at 26-84, 60 lb down at 28-84, 50 lb down at 30-8-4. 50 lb down at 32-84. 50 lb down at 34-84, 50 lb down at 36-84. 50 lb down at 38-84, and 50 lb down at 40-84. and 50 lb down at 42-84 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 (lb/ft) Vert; 1-2=a0,z-$j�q,l3Flq�-79/�3-2z=-2o Concentrated,LR�hs,15 rl. B� / 40/1 7 PEU6O5� _+ t J �= STA/)`q 7 GRIDi'�� �_� C) Job Truss Truss Type pry Ply Avalon -Artisan -Gust A20 HALF HIP GIRDER 1 1 Job Reference (optional) Muthem Truss; Ftr. ierce, FL.-34951 - -' Vert: 6=-70 (F), 9=-70 (F), 15=-32 (F), 10=-70 (F), 16=-32 (F), 25=-70 (F), 26=-70 (F), 27=-70 (F), • 28=-70 (F), 29=-70 (F), 30=-70 (F), 31=-70 (F), 32=-70 (F), 33=-70 (F), 34=-70 (F), 35=-70 (F), 36=-70 (F), 37=-70 (F), 38=-70 (F), 39=-70 (F), 40=-70 (F), 41=-70 (F), 42=-70 (F), 43=-70 (F), 44=-32 (F), 45=-32 (F), 46=-32 (F), 47=-32 (F), 48=32 (F), 49=-32 (F), 50=-32 (F), 51=-32 (F), 52=•32 (F), 53=-32 (F), 54=-32 (F), 55=-32 (F), - 56=-32 (F), 57=-32 (F), 58=-32 (F), 59=-32 (F), 60=-32 (F), 61=-32 (F), 62=-32 (F), 63=-32 (F) Run:8.315-AwJ32019 Prinh8.310.SAug 132019MiTek IndusViesrinc Sat Jan 251-0MS - - ID:25Ys9447kmmi2g5MnodCoyODax bA3gJrILLvSMo9Km2TOl1Wt04SWIdV348GhE0IYzn61 { i 7 PE-x7605 r 1 r I MSTA r -- _- %°T;mac 0 RRIP ID /�� � Job Truss Truss Type Oty Ply Avalon -Artisan -Gust 61 Common 5 1 Job Reference (optional) Sbuthem Truss,Ft-Pierce, EL., 34951-----Run:8 —S,4ug-132619-Prin[8.310 S Aug 132019MiTek lndustnes, Inc. Sat Jan 2511:3822----.__z. Page-1---- ID:25Ys9441kmmi2g5MnorlCoyODm.XZBQkXnctW42TU9Au2yblWgJn6z8BRk7j7NRzn67 22-0-] 1874 --99 23_S1 S-0 25dA 4.4= 4 NOM STP ]-165 1S5A1 2340 Scale=149.5 ] Plate Offsets (X, Y): [2:0-1-7,0-0-2], [6:0-1-7,0-0-2], [11:0-23,0.0-8], [13:0-2-3,0-0-81 Loading (psf) Spacing 2-0-0 CSI I DEFL in floc) VdeO L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.08 8-10 >999 240 MT20 244/190 TCDL _{ 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.20 8-10 >999 180 -BCLL 0.0 Rep Stress lncr YES WB 0.21 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 119 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. REACTIONS (lb/size) 2=1195/0-8-0, (min. 0-1-8). 6=119510-8-0. (min. 0-1-8) Max Horiz 2=137 (LC 7) Max Uplift 2=-346 (LC 8), 6=-346 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1747/463, 3-4=-1533/460, 4-5=-1533/460, 5-6=-1747/463 BOT CHORD 2-10=-413/1481, 9-10=-157/10D0, 8-9=-15711000. 6-8=-287/1481 WEBS 4-8=-192/650, 5-8-377/286, 4-1 0=-1 92/550, 3-10=377/286 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift atjoint 2 and 3461b uplift atjoint 6. LOAD CASE(S) Standard � PE 7605 � I STATE o Q - �i, Job Truss Truss Type City Ply Avalon -Artisan -Cult B2 Common Girder 1 2 Job Reference (optional) .9mthem Truss,fL-Fierce, FL., 34951 -- -_,- --------Run-8d4£-Aug-0S2019-Pant:8910SAug 13201RWTek Industries,. Inc. Sat Jan 2511:3842--_- -PageA ID:25Ys9447kmmi2g5MnorlCoyODrx-XZBOkXnaWi42TU9Au2yblVOzllnz_JRk4j7NRzn69 -2.60 ]-10.5 tt-e-0 15S11 143-0 2J<4 25C-n 2-D-0 4.69 3311 3-9-11 3-9-11 3941 4-09 2.0-0 MT20HS 6x8n 5 12 4x5e Ul5 _ 6 r 4- 6 3 2 1.4. B1 1 26, 15 27 1428 13 12 29 30 11 31 x]e 4x7u ]x6- Mr20Hs 7.12 M- 7x6- 4x8. IWO- 3x4e +�NOM TP 8 U4n 32 10 2x4„ MT20HS 4.0.9 7-10.5 tt-B a 15 5-11 19-3-] 23-0-0 Scale=1.49.539-01 3311 39-fl 4-0-9 Plate Offsets (X, Y): [16:0-2-3,0-0 8][ :0-0 2 3 0-01]e][3:0-2-12,0-1-8], [4:0-1-4,0-1-81, [6:0-1-8,0-2-0], [8:0-0-6,Edge], [11:0-2-12,0.412], [14:0-2-8,0-4-12], [15:0-4-12,0-2-0], Loading i (Pat) Spacing 2-0-0 CS1 DEFL in ('oc) /dell Ud PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.24 12-14 >999 240 MT20HS 187/143 'TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.46 12-14 >612 180 MT20 244/190 BCLL 0.0 Rep Stress lncr NO WB 0.84 Horz(CT) 0.13 8 r1a n/a BCDL 10.0 Code FBC2017ITP12014 visit MS Weight: 323 lb FT=20% LUMBER TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except' W5:2x4 SP M 31, W3:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 - BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 94-3 oc bracing. .REACTIONS (ib/size) 2=10810/0-8.1, (min. 0-4-8), 8=8535/0-8-0,(min. 0-3-9) Max Hertz 2=137 (LC 7) Max Uplift 2=-3210 (LC 8), 8=-2756 (LC 9) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-20242/5938, 3-4=-17033/5083, 4-5=-12797/4004, 5-6=-12810/4004, 6-7=-16163/5142,7-8=17105/5493 BOT CHORD 2-26=5324/18021, 15-26=-5324/18021, 15-27=-5324/18021, 14-27=-5324/18021, 14-28=-4482/15212,13-28=-4482/15212, 12-13=-4482/15212, 12-29=-4446/14437, 29-30=-4446/14437, 11-30=4446/14437, 11-31=4788/15186, 31-32=4788/15186, 10-32=-4788/15186, 8-10=-4788/15186 WEBS 5-12=-3442/11095, 6-12=-4412M655, 6-11 =-1 54B/4419, 7-11=-872/433, 7-10=-298886, 4-12=-5541/1575, 4-14=-1469/5635, 3-14=-3232/964, 3-15=-768/2888 NOTES 1) 2-ply truss to be connected together with IOd (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc. Bottom chords connected as follows: 2x6- 2 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 -1 tow at 0.9-0 oc, Except member 3-15 2x4.-1 row at 0-2-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph 13-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plate; unless otherwise indicated. 6) The Fabrication Tolerance at joint 5 = 4% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3210 lb uplift at joint 2 and 2756 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1907 lb down and 683 to up at 2-3-4, 1748 lb down and 500 lb up at 4-3-4, 1980 lb down and 521 lb up at 6-3.4, 1980 Ib down and 506 lb up at 8-3-4, 1980 lb down and 612lb up at 10-3-4. 1934 lb down and 669 lb up at 12-3-0, 1935 lb down and 671 lb up at 14-3-4, and 1928 lb down and 670 lb up at 16-3-0, and 1563 lb down and 632lb up at 18-3-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-5=-70,5-9=-70, 20-23=-20 Concentrated Loads (Ib) Vert: 13=-1980 (F), 15=-1746 (F), 26=-1907 (F), 27=-1980 (F), 28=-1980 (F), 29=-1934 (F), 30=-1935 (F), 31=-1928 (F), 32=-1563 (F) PEx7605 .I I 1 MSTA Z•y-Zo ��v •�c40R10_i'� �� 1 Job Truss Truss Type Oty Ply Avalon-Artisan-Cust B3 Common 1 1 Job Reference (optional) -Southern T(CSS;Ft:{rlerce,FL-,,34951- Runr6.31S..Aug 132019 Print: 8.810 SAug 93-2019-MRek-Industries.-,Inc-SotJan-2511�8:22----� Pager}---.- ID:25Ys9447kmmi2g5MnorlCoyODm-XZBOkXnctWi42TU9Au2yblVOvJn6z8MRk?j7NRu ? -2-0-0 5.11-] 1080 118n 2-M 1>-0.9 2310 25-0-0 f-0.p Sit-] 4-89 10-0 1-0-0 4-59 511-0 3-0-0 NOPM STP Scale = 1.47.7 3x4• 50, U4e 4 5 5 9 Plate Offsets (X, Y):[2:0-1-3.0-0-21,[4:0-2-0.0-2-8],[5:0-2-0,0-3-0],[6:0-2-0,0-2-8],[8:0-1-3,0-0-2],[13:0-2-3,0-0-8],[15:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in Quo) I/deft Ud PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.70 Verl(LL) -0.08 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.21 10-12 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.20 Horz(CT) 0.05 8 n/a We BCDL 10.0 Code FBC2017rFP12014 Matrix -MS Weight: 117 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 20 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 ocpudins. BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. REACTIONS (lb/size) 2=1195/0-8-0, (min. 0-1-8), 8=1195/0-8-0,(min. 0-1-8) Max Horiz 2=-128 (LC 6) Max Uplift 2=-338 (LC 8). 8=-338 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1731/440, 34=1523/435, 6-7=-15231435, 7-8=1731/440, 4-5=-1292/432, 5-6=1292/432 BOTCHORD 2-12=-381/1462, 11-12=142/1006, 10-11=-142/1006, 8-10=-264/1462 WEBS 5-10=-174/522, 7-10=-333/261, 5-12=-174/522, 3-12=-333/261 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 Ib uplift at joint 2 and 338lb uplift at Joint 8. LOAD CASE(S)• Standard I �lM -\GENSF.`l��i PE�7605 �t / 7 S 41 I I / STA Job Truss Truss Type Oty Ply Avalon -Artisan -Gust B4 Hip 1 1 Job Reference (optional) -Southen-Tru"l PP PL.. 34951___. _.-_. ._. Run:-8.31 S Aug 132019 Print:8.310 S Aug 132019 MiTek lndustrieSJnc.Sat Jan 25. U1817 Page] ID:25Ys944?kmmi2g5MnariCOyODn.XZBOkXnctWi42TU9Au2yblVR_JIAz95Rk?j7NRzn67 -2:0O 4-94 0-B-0 14,6" W-13 234A 2540 2-0-0.B4 111-12 fi--0 3-11-13 - 4-&3 2-OL 1 NOP2x STP 4x5= 4 4x5- 5 0-9-12 14fi4 234-0 8-9-12 58 8 8-942 Scale = 1:47 Plate Offsets (X, Y):[2:0-1-3,0-0-2],[4:03-0,0-2-4],[5:0-3-0,0-2-4],(7:0-1-3,0-0-2],[12:0-2-3,0-0-8],[14:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS' DEFL in (toe) Udell L/d PLATES GRIP TCLL (roof) 20.0 Plate Gdp DOL 1.25 TC 0.63 Vert(LL) -0.24 11-18 >999 240 MT20 244/190 TCDL _{ 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.35 11-18 >796 180 BCLL 0.0 Rep Stress liner YES WB 0.15 Hom(CT) 0.05 7 We n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 113 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-3 oo purlins. BOT CHORD Rigid calling directly applied or 9-4-8 oc bracing. REACTIONS (lb/size) 2=1195/0-8-0, (min. OA-8), 7=1195/0-8-0, (min. 0.1-8) Max Horiz 2=108 (LC 7) Max Uplift 2=-321 (LC 8), 7=-321 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1754/429, 34=1469/318, 4-5=-1268/316, 5-6=1469/318, 6-7=-1754/430 BOT CHORD 2-11=-369/1496, 10-11=-157/1268, 9-10=-157/1268, 7.9=-271/1496 WEBS 3-11=-321/246,4-11=-15/356,5-9=15/356, 6.9=-321/246 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load n(Dnconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 2 and 321 lb uplift at joint 7. LOAD CASE(S) Standard W+ PE�:7605 \t 7 I I STA _ Job Truss Truss Type Qty Ply Avalon-Artisan-Cust B5 Roof Special 1 1 Job Reference (optional) Southern Truss, FJ.Pierce; FL., 34951-- ---- - ----Run-B:31-^s-Aug 1S2019 PriMr8.310 S Aug 134019 KTek Industries,Inc. -Sat Jan 2511:38:23.0.-----Page.-1- ID:25Ysg44?kmmi2g5MnorlCoyODrx-7llort Edggxfd3LjbZBBV2d516sia0azfSgvtrn6_ -2.60 68-0 Mo 11A-0 'L 0 16-6-0 M44 214-0 2-OA 1-I. 121 3-2-0 1-15 6.a-0 a $m NOM SW 4x4= 5 Scale=1:47 1 8t 1 6.1.8 1 8.44 Plate Offsets (X, Y):[2:0-1-3,0-0-2],[3:0-2-4,0-2-4],[7:0-2-4,0-2-4],[8:0-1-3,0-0-2],[13:0-2-3,0-0-8],[15:0-2-3,0-0-8] Loading (PSI) Spacing 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL (roof) 7 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) -0.11 12-19 >999 240 MT20 2441190 TCDL -BCLL i 15.0 Lumber DOL 1.25 BC 0.65 Ven(CT) -0.25 12-19 >999 180 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix -MS Weight: 1251b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nc.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. REACTIONS (lb/size) 2=119510-8-0, (min. 0-1-8), 8=1195/0-8-0, (min. 0-1-8) Max Horiz 2=119 (LC 7) Max Uplift 2=-350 (LC 8), 8=-350 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-1672/431, 3-4=-1571/443, 4-5=-1822/555, 5-6=-1822/555, 6-7=-1571/443, 7-8=-1672/431 BOT CHORD 2-12=-347/1394, 11-12=-203/1178, 10-11=-203/1178, 8-10=-238/1394 WEBS 3-12=-61/416,4.12=-884/296, 5-12=282/788, 5-10=-282R88, 6-10=-883/295, 7-10=-62/416 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 2 and 350 lb uplift at joint 8. LOAD CASE(S) Standard �\ NEN CF'\����i PE�76O5 7 I � I STA Job Truss Truss Type Oty Ply Avalon-Artisan-Cust B6 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, FL Pierce, F.L., 34951 _ ----.,.,_punaalce elavm9.Itoct: Zia SAug 13=9 MiTek Industries, Inc. Sat Jan 2511:38:23 --.page:-?-_.-- ID:25Ys944?kmml2g5MnorIC0yODm-?IlomEdggxfd3LjbZBSV2YRj7clOoezfSgylxrr8_ 1610-0 I I 2-0.1-10-0 4-0--01I 12 N. 71fi. &2-0-0 59-0 -00 25A-0 0-1.0 04- NOP2x aTP 4-942 i1B-0 t0-6d 23<-0 Scale =1:47.9 4-9-12 &104 0.9-12 Plate Offsets(X, Y):[2:0-5-11,0-0-10],[4:0-2-0,0-2-4],[6:0-2-0,0-2-4],[8:0-5-11,0-0-10],[14:0-2-3,0-0-8],[16:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (toe) I/deft L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.19 11-13 >999 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.36 11-13 >772 180 BCLL 0.0 Rep Stress lncr NO WB 0.95 Hom(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1261b FT=20% LUMBER 6) Provide mechanical connection (by others) of tmss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 688 be uplift at joint BOT CHORD 2x4 SP M 31 2 and 688 lb uplift at Joint 8. WEBS 2x4 SP No.3 7) Hanger(s) or other connection device(s) shall be OTHERS 2x4 SP No.3 provided sufficient to support concentrated load(s)137 lb WEDGE Left: 2x4 SP No.3 down and 146 lb up at 4-8-0, 98 lb down and 104 to up Right: 2x4 SP No.3 at 5-0-12, 200lb down and 141 lb up at 5.9-4. 200lb BRACING down and 141 lb up at 17-6-12, and 98 lb down and 104 TOP CHORD Structural wood sheathing directly applied or Its up at 18-3-4, and 137 lb down and 146 lb up at 18-8-0 on top chord, and 115 to down at 4-8-0, 46 lb 2-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-4 oc down at 5-0-12, 365 lb down and 119 lb up at 5-9-4, bracing. 365 lb down and 119lb up at 17-6-12, and 46 lb down at 18-3-4, and 115 lb down at 18-8.0 on bottom chord. REACTIONS (lb/size) 2=1862/0-8-0, (min. 0-1-9), The design/selection of such connection device(s) is the 8=1862/0-8-0, (min. 0-1-9) responsibility of others. Max Hertz 2=119 (LC 7) 8) In the LOAD CASE(S) section; loads applied to the face Max Uplift 2=-688 (LC 8). 8=-688 (LC 9) of the truss are noted as front (F) or back (B). FORCES (Ib) - Max. Comp./Max. Ten. -AII farces 250 LOAD CASE(S) Standard (Ib) or less except when shown. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, TOP CHORD 2-3=-3170/1141, 3-24=2801/1068, Plate Increase=1.25 24-25=-2801/1068,4-25=-2801/1068, Uniform Loads(Ib/ft) 4-5=-2273/808, 5-6>2273/808, Vert: 1-3=70, 3-4=-70, 4-5=-70, 5-6=-70, 6.7=-70, 6-26=-2801/1068, 26-27=-2801/1068, 7-9=70, 18-21=-20 7-27=-2801/1068,7-8=-3170/1141 Concentrated Loads (lb) BOT CHORD 2-13=-1003/2738, 13-28=1194/3277, Vert: 3=-54 (B), 7=.54 (B), 13=-31 (B), 10=31 (B), 12-28=1194/3277, 11-12=-1194/3277, 24=-58 (B), 25=-160 (B), 26=-160 (B), 27=-58 (B), 11-29=-1105/3277,10-29=-1105/3277, 28=-365(B), 29=-365(B) 8-10=.923/2738 WEBS 3-13=-267/1115, 4-13=-860/316, 4-11=-1459/684, 5-11=-531/1572,• 6-11=-1459/685, 6-10=-860/316, 7-10=-267/1115 — NOTES 1) Unbalanced roof live loads have been considered for this , design. 2) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf•, BCDL=S.Opsf; h=16ft; Cat \ \ 'Nt. 8� II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); \\ • Lumber DOL=1.60 plate grip DOL=1.60 J' 3) Provide adequate drainage to prevent water pending. �� \' F �\ 4) All plates are MT20 plates unless otherwise indicated. - \ PE�76O5 5) This truss has been designed for a 10.0 pat bottom ) • chord live load nonconcurrent with any other live loads. -..�1�\STAR Job Truss Truss Type .. Ory Ply Avalon-Artisan-Cust C1 Roof Special 1 1 Job Reference (optional) ——Sauthem 7wss,.FLPierce-FL.. 34957— -- - ----Run:Ba1S-Aug432019-Prinh8.310-S-Aug132GBMiTek-Industd.;Inc-Sat Jan2541-3823--------PagMe --- ID:25Ys9447kmmi2g5MnodCoyODm-?IloMoEdgq#tl3LIbZBSV2ZWj3biR3azr5gv rrt_ 54-0 Ind-0 ti440.dSt2 R01-8 441-0 5-0-0 5-1-12 5x0= 1.4.. AV- 1 2 3 a 2x6u 3x8= 4n6- 34= 3x4e Scale=1:53.1 n Sd-0 o- 5612 10-3d 10 12 4-ur o- 2n.a,g io-1-12 Plate Offsets (X, Y): [1:0-1-8,0-3-0], [3:0-5-4,0-2-0], [6:0-2-0,0-1-8], 110:0-3-0,0-1-81 Loading (Pat) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.83 Vert(LL) -0.27 6-7 >915 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.54 6-7 >453 180 -BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) OA6 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 155 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1Row at midpt 3-9 REACTIONS (lb/size) 6=921/ Mechanical, (min. 0-1-8), 12=890/ Mechanical, (min. 0-1-8) Max Horiz 12=-247 (LC 9) Max Uplift 6=-216 (LC 9), 12=-293 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-494/211, 2-3=-494/211, 3-4=-8021229 BOT CHORD 8-9=-57/643, 7-8=-57/643, 6-7=-144/666 WEBS 1-9=-294/822, 2-9=-414/237, 3-9=-263/109, 3-7=-45/330, 4-6=-898/213, 1-12=-892/294 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord Ilve load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216Is uplift at joint 6 and 2931b uplift at joint 12. LOAD CASE(S) Standard BA r, PE�76O5 XI t I - .. -.;.-0 MSTA Job Truss Truss Type - Oty Ply Avalon-Artisan-Cust C2 Roof Special 1 1 Job Reference (optional) --94uthem TrussrFl.Pierw, FL., 34951-- - 3.4= 1 4 R 1.4n 2 ---Run:8.31-S-Aug'132019 Print 8.310.5 Aug 132019 MiTek Industries; Inc. Sal Jan 2511-38.25- :---Pag6-1•=--�' ID:25Ys944?kmml2g5MnorlCoyODm.?IloxloEdggxd3L)bZB8V2W1)BgWgazfSgv 6_ 4x6= 3 a 7 6 2s4n 3.8. 3W= .4- b6o Scale=1:48.9 1 &44 1 6-2-9 1 8-1-12 Plate Offsets (X, Y): [3:0-5-4,0-2-0], [4:0-1-0,0-1-8], [5:0-3-0,Edge] Loading (Pat) Spacing 2-0-0 CSI DEFL in (loc)/dell Ild PLATES GRIP TCLL (roof) a 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.11 5-6 >999 240 MT20 2441190 TCDL ' 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.23 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.51 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 134 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 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, except end verticals. BOT CHORD Rigid ceiling directly applied.or 10-0-0 oc bracing. WEBS 1Row at midpt 3-8 REACTIONS (lb/size) 5=919/ Mechanical, (min. 0-1-8), 9=919/ Mechanical, (min. 0-1-8) Max Horiz 9=-197 (LC 9) Max Uplift 5=-190 (LC 9). 9=-319 (LC 4) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=-861/344,1-2=-642/227, 2-3=-642/227, 3-4=-9151219. 4-5=-843/224 BOTCHORD 7-8=-107f706, 6-7=-107/706 WEBS 1-8=-328/925, 2-8=48B/294, 4-6=-96/655 NOTES 1) Wind; ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 9 and 19D lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Avalon -Artisan -Cult C3 Roof Special 1 I 1 Job Reference (optional) SDuthem Truss,#L-Pierce,-FL..34951 --- 0 ---,—Run. 8-.3tS-Aug 13-2019 Print.8.310 S Aug 132019 Mmek Industries; Inc. Sat Jan 2511.3823—--'----Pagesl— ID:25Ys9447kmmi2g5MnodCoyODm-?Ilo#cEdggxfd3LjbZBBV2ZTjBxiVdaztSgvtzu6_ 1.4. 2 08- 3 12 6 7 6 2i6n 3x0= 3x4= 3.4- Ws ]-C-0 146-12 26-0-8 Scale =1 AS.3 ]� 7.24 6-1.12 Plate Offsets(X, Y):[3:0-5-4,0-2-0],[4:0-14.0-1-8],[8:0-2-8,0-1-8] Loading (Pat) Spacing 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL (roof) { 20.0 Plate Gdp DOL 1.25 TC 0.77 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL # 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.15 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017l7PI2014 Matrix -MS Weight: 126 lb FT=20% 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 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applled,or 10-0-0 oc bracing. REACTIONS (lb/size) 5=919/ Mechanical, (min. 0-1-8), 9=9191 Mechanical, (min. 0-1-8) Max Hertz 9=-147 (LC 9) Max Uplift 5=-215 (LC 4), 9=-317 (LC 4) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=-854/346, 1-2=-837/294, 2-3=-837/294, 3-4=-891/242, 4-5=-866/239 BOTCHORD 7-8=-151/713, 6-7=-151/713 WEBS 1-8=-366/1039, 2-8=-586/343,4-6=-154/740 NOTES 1) Wind: ASCE 7-10; VUIt=160mph'(3-second gust) Vasd=124mph; TCDL=5.Opsf;.BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connection@. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317111 uplift at joint 9 and 215 lb uplift at joint 5. LOAD CASE(S) Standard 7 / PE�76O5 �t 1 I J I I .. - .. - V �STA -U J Z A- 'Z•y•ZO i, T •�<ORIGi'�� jSS/ONAL Job Truss Truss Type Oty Ply Avalon -Artisan -Cult C4 Roof Special 1 1 Job Reference (optional) Sourem Truss, Ft. Pierce, FL., 34951 8:310-S-Aug 132014MITekindustnea Inc. Sat Jan 2511:36:23 ID:25Ys944?kmmi2g5MnorlCoyODm.?Ilo#oEdggxfd3LlbZBBV2YS14nixMazrSgN rr6_ S7-] 11-0-1 16-88 20-0-0 S]-0 i541 S7-] 4-0-0 12 3x4• 1 U4n 3x5- 2 3 3x4= 4 4x4. 12 8 —,8 11 10 9 8 2x4 3.4- 3.5- 1x4. U8• 2x4n &7-7 11-1.1 16U-12 20A-0 Scale=1:41.8 5.7-] SSit SS11 a-0.12 Plate Offsets (X,Y):[1:0-1-12,0-1-8],[5:0-2-4,0-2-4],[11:0-1-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (lac) Udell Ud PLATES GRIP TCLL (roof) { 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.27 8-9 >905 240 MT20 244/190 TCDL f 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.46 8-9 >534 180 -BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MS Weight: 119 lb FT=20% 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 4-3-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied.or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS (lb/size) 7=9191 Mechanical, (min. 0-1-8). 12=919/ Mechanical, (min. 0-1-8) Max Horiz 12=-97 (LC 9) Max Uplift 7=-245 (LC 4), 12=-314 (LC 4) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-921/356, 1-2=-937/327, 2-3=-937/327, 3-4=-937/327, 4-5=-672/247, 5-6=-803/243, 6-7=-907/267 BOTCHORD 10-11=-271/937, 9-10=-271/937, 8-9=-271/937 WEBS 1-11=432/1236, 2-11=-548/288, 4-8=-350/143, 6-8=-215/806 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314Ib uplift at joint 12 and 2451Is uplift at Joint 7. LOAD CASE(S) Standard PE 7605 �t I I STA-fE-O / Z y•Zo ; �. �j0° •� c� ORID_i' N���\C Job Truss Truss Type Qty Ply Avalon-Artisan-Cust C5 Roof Special Girder 1 1 Job Reference (optional) - ,-Southern Truss,-Ft.Pie=. FL.. 34251 — — Rum 8,31-S-Aug-132019Frinl 8.349S Aug-032019 Mi4ek lndusMes,,Mc. Sat Jan 25-i1K16@4--'--- Fage�... ID:25Y5944?kmmi2g5MnwiCoyODm-7lio#oEdggxld3LjbZBBV2ZIj9si0laz gvt _ I Gb] 12-St 18.8-8 20 8.8 1 .11 61-11 1 637 27-D 4 4 12 Scale=1:38.2 12 3x8, tx41 W. 3x8e 4.5- ---I6 1 13 14 15 2 16 3 17 4 18 19 20 5 Ti 14 1 T2 h-z - J13 Wa 3° e2 21 22 23 11 24 25 10 26 9 27 28 29 34. 44= 4,S= 1x4n 4x8• 2x6u 53.7 12-51 188.12 20- 8 637 6-1-11 6-1.11 i 2-1-12 Plate Offsets (X, Y):[5:0-3-0,0-2-4],[8:0-2-0,0-1-12],[11:0-3-0,0-1-8],[12:0-3-0,0-1-8] Loading (psf) Spacing 21120 C51 DEFL in ('oc) I/deft L/d PLATES GRIP TCLL (roof) { 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(I-Q 0.10 9-11 -999 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.19 9-11 >999 180 SCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.04 '7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 121 lb FT=20% LUMBER TOP CHORD 2x4 SP M 31 'Except' T3:2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3'Excepl' W2:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-12, 4-8 REACTIONS (lb/size) 7=18641 Mechanical, (min. 0-1-8), 12=1997/ Mechanical, (min. 0-1-8) Max Horiz 12=-47 (LC 9) Max Uplift 7=-684 (LC 4), 12=-765 (LC 4) FORCES (Ib)- Max. Comp./Mau. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-12=1836/822, 1-13=-2426/931, 13-14=-2426/931, 14-15=-2426/931, 2-15=2426/931, 2-16=-2426/931, 3.16=2426/931, 3-17=.2426/931, 4-17=-2426/931, 4-18=-1018/394, 18-19=-1018/394, 19-20=-10181394, 5-20=-1018/394, 5-6=-1127/408, 6-7=-1899/663 6OTCHORD 11-24=.1036/2735,24-25=-1036/2735, 10-25=-103612735, 10-26=-1036/2735, 9-26=-1036/2735, 9-27=-103612735. 27-28=-103612735,28-29=-1036/2735, 8-29=-1036/2735 WEBS 1-11=-1059/2760, 2-11=-904/620, 4-11=-361/154,4-9=01526,4-8=2006f789, 6-8=-627/1739 NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16it Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2} Provide adequate drainage to prevent water policing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5), Provide mechanical connection (by others) of truss to bearing plate capable of withstandifig 765lb uplift at joint 12 and 6841b-vplift at joYnt 7. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)150Its down and 1631b up at 0-94, 137 lb down and 168 lb up at 2-9-4. 137 to down and 168 lb up at 4-94, 137 lb down and 168 Its up at 6-9-4, 137 lb down and 168 lb up at 8-94, 137 to down and 1681b up at 10-9-4, 137 lb down and 168 Its up at 12-9-4, 137 lb down and 168 lb up at 14-94, and 137 lb down and 168 Its up at 16-9-4, and 137 Its down and 168 lb up at 18-8-8 on top chord, and 99 lb down at 0-9-4, 91 lb down at 2-9-4, 91 to down at 4-94, 91 lb down at 6-94, 91 Its down at 8-94, 91 lb down at 10-94, 91 lb down at 12-94, 91 lb down at 14-94, and 91 Ib down at 16-94, and 91 lb down at 1&94 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(Ib/ft) Vert: 1-5=-70, 5-6=-70,7-12=-20 Concentrated Loads (Ib) Vert: 3=-137 (B), 5=-137 (B), 8=-64 (B), 13=-150 (B), 14=-137 (B), 15=-137 (B), 16=-137 (B), 17=-137 (B), 18=-137 (B), 19=-137 (B), 20=-137 (B), 21=-68 (B), 22=-64 (B), 23=-64 (B), 24=-64 (B), 25=-64 (B), 26=-64 (B), 27=-64 (B), 28=-64 (B), 29=-64 (B) 1 PEt76O5'(j STA y �•� ///4//��'q9/70NAL ENG\\�\\\ / Job Truss Truss Type Oty Ply Avalon -Artisan -Cult CJ2 Diagonal Hip Girder 2 1 Job Reference (optional) - .Sauthem Truss, Ft. Pierce, FL., 3495}.--. -- - Run: 8.31 S-Aug-132019 PrintS.a10 SAug 13,2019 MiTek&Industries,4nc.Sat Jan25.11H:24._ Pag 4-. ID:25Ys9447kmmi2g5MnorlCoyODm-TxJBBDosOByoHneYH140hjalb7WkR5ykBJCE0Jz z -2-9-15 2-6.7 12 4.2426 _ 3 12 ..._ - 44e T 2 1 ,van A n 4' m 3x5e 1.4. 2-6-7 Scale =1:31.1 Plate Offsets (X, Y): [2:0-4-12,0-0-5], [5:0-2-3,0-0-8] Loading (Pat) Spacing 2-0.0 CSI DEFL in (too) Well Ud PLATES GRIP TOLL (roof) i 20.0 Plate Grip DOL 1.25 TO 0.75 Vert(LL) -0.02 4-11 >999 240 MT20 244/190 TCDL 4 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.02 4-11 >999 180 -BOLL 0.0 Rep Stress Incr NO WS 0.00 HDR(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 18 lb FT=20% LUMBER Vert: 1-3=-70, 4-9=-20 TOP CHORD 2x4 SP No.2 Concentrated Loads (Ib) BOT CHORD 2x4 SP No.2 Vert: 12=111 (F=55, B=55) OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural woad sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=382/0-11-0, (min. 0-1-8), 3=-22/ Mechanical, (min. 0-1-8),4=-32/ Mechanical, (min. 0-1-8) Max Horiz 2=122 (LC 20) Max Uplift 2=-285 (LC 4), 3=-91 (LC 17). 4=-50 (LC 17) Max Grav 2=382 (LC 1). 3=88 (LC 20). 4=78 (LC 20) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=519/497 BOTCHORD 2-4=-413/371 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Cpsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom < chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. , 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3, 285 lb uplift at joint 2 and 50 to uplift at Joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95lb down and 132 lb up at 1-6-1, and 95lb down and 132lb up at 1-6-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6r In the LOAD CASE(S) section, loads applied to the face ��� 4rj of the truss are noted as front (F) or back (B). ) i LOAD CASE(S) Standard - ) pE�- 7605 11 Dead +Roof Llve(balanced): Lumber Increase=1.25, I Plate Increase=1.25 * I - .= Uniform Loaga(lb/ft) 4 ` STA Z _ Z•y•Zo / �v //�///✓/SS ANAL Job Truss Truss Type Oty Ply Avalon-Artisan-Cust CJ42 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) .Southern Truss, Ft. Pierce, FL., 34951-.___ ___ Scale = 1:35.1 V-.—aun�.>S-Aug 132019 Print8.310 S Aug 132019 MiTek lndustiies,Jna Sat Jan 2511:38:24..-- Paxq 4— ID:25Vs9447kmmi2g5MnorlCoy0Da-TxJBBDosOByoHneVH140hjalb7ZRR5ykBJCEOJu6z -2-9-te i9-i6 2-9-05 59-05 1x4u 12 4.2426 59-15 l Loading (psf) Spacing 2-0-0 CSI DEFL in (too) Vdefl Ud PLATES GRIP TCLL (roof) 7 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.14 4-11 >498 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.14 4-11 5478 180 I BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) 1 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 27 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 OTHERS 2x4 SP No.2 "Except' O2:2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=345/0-10-15, (min. 0-1-8), 3=128/ Mechanical, (min. 0-1-8), 4=17/ Mechanical, (min. 0-1-8) Max Horiz 2=177 (LC 4) Max Uplift 2=-294 (LC 4), 3=-139 (LC 8). 4=A1 (LC 17) Max Grav 2=409 (LC 31), 3=157 (LC 31). 4=124 (LC 20) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-584/595 BOTCHORD 2.14=4251401 NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0psf bottom chord live load nonconcument with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift atjoinl 3, 294 lb uplift atjoint 2 and 11 lb uplift at Joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)101 lb down and 141 lb up at 1-6-1, 101 lb down and 141 lb up at 1-6-1, and 82 lb down and 82 lb up at 44-0, and 82 lb down and 82 lb up at 44-0 on top chord, and 33 lb down and 93lb up at 1-6-1, 33 to down and 93 lb up at 1-6-1. and 33 lb down and S lb up at 44-0, and 33 lb down and 511c up at 4-4-0 on bottom chord. The design/ selection of such connection device(s) is the ,responsibility of others. ' 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(lb/ft) Vert: 1-3=-70, 4-9=-20 Concentrated Loads (Ib) Vert: 12=119 (F=60, B=60), 14=103 (F=51, B=51), 15=9 (F=S, B=5) PE �7605 f STA JRF 1 I L•Ile Job Truss Truss Type Oty Ply Avalon-Artisan-Cust CJ48 Diagonal Hip Girder 2 1 Job Reference (optional) Ssuthem Truss, Ft. Pierce, FL., 34951. -_=un:83161wg-0 l9Rrint:8:310 EAug 132019 MiTek Industries, -Inc. Sat Jan 2511:38:24 - -- P g� ID:25Ys9447kmmi2g5MnodCoyCDm-TxJBeDosO8yoHneYH140hjalb72kR5ykBJCE0Jzr5z U4u 4.2426 12 3 1 Scala=1:35.9 ' ssn Plate Offsets (X, Y): [5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) War] L/d PLATES GRIP TCLL (roof) } 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.1B 4-11 >436 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.20 4-11 >393 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 29 ib FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 OTHERS 20 SP No.2 *Except* 02:2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (@/size) 2=362/0-10-15, (min. 0-1-8), 3=153/ Mechanical, (min. 0-1-8), 4=321 Mechanical, (min. 0-1-8) Max Hodz 2=189 (LC 20) Max Uplift 2=-301 (LC 4), 3=-147 (LC 8) Max Grav 2=437 (LC 31), 3=168 (LC 31), 4=116 (LC 20) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=623/624 BOTCHORD 2-14=406/394 NOTES 1) Wind: ASCE 7-10: Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift atjoint 3 and 301 lb uplift at joint 2. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)101 It, down and 141 lb up at 1-6-1. 101 to down and 141 Ib up at 1-6A, and 82 lb down and 82 to up at 4.4-0, and 82 Ib down and 82 lb up at 44-0 on top chord, and 33 It, down and 931b up at 1-6-1, 33 Ib down and 93 lb up at 1-6-1, and 33 lb down and 5 lb up at 44-0, and 33 lb down and 5 to up at 4-4-0 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 6} In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-70, 4-9=20 Concentrated Loads (lb) Vert: 12=119 (F=60, B=60), 14=103 (F=51, B=51), 15=9 (F=S, B=5) GENs PE176O5� kt //"//�'/`,!ONAL e' ��\\ Job Truss Truss Type Dry PIy Avalon -Artisan -Gust D1 Monopitch 1 1 Job Reference (optional) _.- .SouthemTruss,FLRierce,FL.34B51- 1 -- -- .Run:S.31S Aug-132&1 Pdnt.8.310SAug 132019 MiTek4ndustnesAnaSat Jan 2511r38:24— - -- --Page:-1— ID:25Ysg444kmmi2g5MnoriCoyODm.TxJBBDosOByoHneYHI40hjaip7PBRi5kBJCEOJzm5z NOM STP 50 ]-0-9 .1 M. 0- 1 -0 Scale =1:57.9 ]-33 745 0- Plate Offsets (X, Y): [7:0-3-0,0-0-4],[8:0-3-13,Edge],[9:0-1-12,0-1-8],[11:0-2-3,0-0-81 Loading (psi) Spacing 2-0-0 CSI DEFL In "cc) Well L/d PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.73 Ven(LL) 0.09 10-15 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.17 9-10 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix -MS Weight: 94 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP N0.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 cc puriins, except end ver8cals. BOT CHORD Rigid ceiling directy applied or 9-0-15 cc bracing. WEBS 1Row at midpt 3-9 REACTIONS (lb/size) 2=86710-8-0, (min. 0-1-8), 7=7041 Mechanical, (min. 0-1-8) Max Hartz 2=438 (LC 8) Max Uplift 2=-200 (LC 8), 7=-337 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1002/113 BOT CHORD 2-10=-389R99, 9-10=-389/799, 8.9=-155/452 WEBS 3-10=0/344, 3-9=-810/391 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF; BCDL=5.0psH h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337lb uplift at joint 7 and 200 lb uplift at joint 2. LOAD CASE(S) Standard �r/q" ILA PE�7605 �t r � t ] 1 -10I7 MSTA ! _ 0� �Z•y.Zo ; a, T\4ORI0i'������ Job Truss Truss Type Dry Ply Avalon -Artisan -Gust D2 Monopitch 2 1 Job Reference (optional) -.. _Sputhem Truss,Ft. Pierce,, -FL., 34951-- -- Run:&31-6 Au943-2019 PriM:8.310S Aug 132019 WTeMndustriesincSa4Jax25-0t:38:34 ^---Page.-I- ID:25Ys9449kmmi2g5MnorlCoyODm-TxJBBDosOByoHneYH140hja7F701R_dkBJCE0Jzu5z 2-0-0 1£-10 65S 5-2e 2-He2 2x4. 7 �4 489 13e-Dti1-12 tfia 2-8-0 A 2 8 Scale = 1:58.9 1"fi'10 -11-1 5e(I Sze A D -12 0-112 0.1-121% 0.8.8 Plate Offsets (X, Y):[9:0-5-8,0-2-0],[12:0-4-0,0-0-8],[13:0-3-0,0-0-4],[15:0-2-3,0-0-8] Loading (Psi) Spacing 2-0-0 CSI DEFL in floc)/dell Ud PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.40 11-12 >473 240 MT20 244/190 TCDL ° 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.56 11-12 >342 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 112 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing. Except: 6-0-0 oc bracing: 9-10 REACTIONS (lb/size) 2=867/0-8-0, (min. 0-1-8), 8=704/ Mechanical, (min. 0-1-8) Max Hertz 2=438 (LC 8) Max Uplift 2=-200 (LC 8). 8=-337 (LC 8) FORCES (lb)- Max. Comp./Max. Ten. -AII farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-685/15, 3-4=-1220/261, 4-5=-476/42, 5-6=-455/63 BOTCHORD 2-14=315/522,13-14=-315/522, 12-13=-206/380, 3-12=-192/515, 11-12=-511/1047, 6-9=-180/514, 8-9=-166/337 WEBS 4-11=0/262,9-11=-526/1047,4-9=-771/373, 6-8=-685/338,3-14=549/310 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5,Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337lb uplift at joint • 8 and 200 lb uplift atjoint 2. LOAD CASE(S) Standard PE5 1 f i t 1 I Cl �STAA 71Q: _ Job Truss Truss Type Oty Piy Avalon -Artisan -Cult D3 Monopitch 1 1 1 I Job Reference (optional) _-Spathem Twss,-Ft. Pierce: FL., 34051 I� --- - Run:8.31 S Aug 13 2019 Print 8.310 S Aug 13 20191dneklndastriesHncaSat Jan 2511:38:25--- Pagai--- ID:25Ys9444kmmi2g5MnorlCoyODm-yBtZMZpU9R4fvwDVObfDw7vYXmc SnQ=nylm5y 1-2t,-fl 1.n.1n an.n 19-�-0 � 2-0-0 1 13-1p l 65E S2-0 1 2 N0P2x B7P 1-6£ 13-0Lti1-II i6-0-a 3A-0 1 9 15 9 Scale= 1:58.9 lb -ID 41-1 5-0A S2-0 .aa a- 112 0-1.12 aau 1-6i pa-e Plate Offsets (X, Y): [10:0-6-4,0-2-0], [13:0-4-0,0-0-8], [14:0-2-4,0-04], [16:0-2-3,0-0-8] Loading (Pat) Spacing 2-0-0 CSI DEFL in (loc)/dell L/d PLATES GRIP TCLL (root) T 20.0 Plate Gdp DOL 1.25 TC 0.80 Ven(LL) 0.39 12-13 >468 240 MT20 2441190 TCDL f 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.54 12-13 >339 180 MT20HS I 187/143 13CLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: Ill lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP M 31. B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-12 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-8 oc bracing. Except: 6-0-0 oo bracing: 1OAl REACTIONS (lb/size) 2=842/0-8-0, (min. 0-1-8), 8=153/0-8-0, (min. 0-1-8), 9=577/0-8-0,(min. 0.1-8) Max Horiz 2=438 (LC 8) Max Uplift 2=-190 (LC B), 8=-116 (LC 8), 9=-231 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-656/24, 34=1146/231, 4-5=-036/33, 5-6=408154 BOT CHORD 2-15=-306/500, 14-15=-306/500, 13-14=-199/364, 3-13=-174/469, 12-13=-483/979, 6-10=-121/358, 9-10=-152/289, 8-9=153/291 WEBS 10-12=-503/993, 4-10=-706/338, 6-8=-548/286,3-15=-527/301 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCp1=0A8; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconculrent with any other live loads. 4) Provide mechanical connection (by others) of truss to - bearing plate capable of withstanding 1161b uplift at joint 8, 190 lb uplift at joint 2 and 231 lb uplift at joint 9. LOAD CASES) Standard ` P E�7J605 1 O It �STA �i c .�4 ORIDiG�� /a Job Truss Truss Type Oty Ply Avalon -Artisan -Cult D4 Monopitch 1 1 Job Reference (optional) - Sputhem Truss, Ft. Piercer FL., 34951-- - - -- -- --- Run. B:StS-Aug 132019 Print 8:310 S Aug 132019 W`iek Industries.-inc. Sat Jan 2511:38:25 fage:t------ ID:25Ys9441kmml2g5MnodCoyODrx-yBtZMZpU9R4fvwDkrObfDW7vZXmdARjtDa nylza5y z-cc 1-stn s-ss � a-7-6 s.1 2-o-0 N0PZX 8TP 3x4= W.3x4sr a 1A6 13<-0154-02 16-0-0 -G10 2d-0 y .4 1 > 1 -8 Scale=1:55.8 1-610 141 54-0 S0.24 ..0 - 2 0-1-12 0.1-12 1'" 0-8-8 Plate Offsets (X, Y): [7:0-2-0,0-2-8], [11:0-6-4,0-2-0], [14:0-4-0,0-0-8], [15:0-2-4,0-04], [17:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in "oc) I/dell Ud PLATES GRIP TCLL (roof) $ 2D.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) 0.38 13-14 >475 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.54 13-14 >339 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-MS Weight:110 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except' B2:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 11-12 REACTIONS italsize) 2=841/0-8-0, (min. 0-1-8). 9=138/0-8-0, (min. 0-1-8). 10=592/0-8-0,(min. 0-1-8) Max Houtz 2=392 (LC 8) Max Uplift 2=-210 (LC 8). 9=-90 (LC 4), 10=-239 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-655/24, 3-1=1143/269, 4-5=380/43, 5-6=-359/64 BOT CHORD 2-16=-296/499, 15-16=-296/499, 14-15=-194/363, 3-14=.172/468, 13-14=-072/977, 6-11=-102/323 WEBS 4-13=0/279, 11-13=-460/907,4-11=-789/380, 6-9=-519/249, 3-16=.526/297 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 9, 210 lb uplift at Joint 2 and 239 It, uplift at Joint 10. LOAD CASE(S) Standard MI BCF���L PEZ7 05�j i i,�� a� �Zo ORI�� N \\ G 4 Job Truss Truss Type Oty Ply Avalon-Artisan-Cust D5 Monopitch 1 1 Job Reference (optional) Sguthem Truss, Ft; Pierce, FL., 3051 9 - Rum-831 S-Aug 132019 PrinC8:310 SAug 132019MiTek indusMes, Inc. Sal Jan 2511:35:25 - - ---Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODn-yBtZMZpU9R4fvwDkrObfDw7umXmbARutC=nyiu y -2b0 tfi-10 3h0 1280 13-2-C 16-0-0 280 1.6f0 6d6 1-2i 2.512 3x4e 3x4= you 5 5 t 1d 13-0-0 151-12 10.0-0 i-6-00 24-0 8-0.0 1334 1 7 -510 .11.1 5-0A S2-0 SCBle=1:52 0.1-12 0-1-12 1-64 OdA Plate Offsets (X, Y):[5:0-2-0,0-2-8],[10:0-6-0,0-2-4],[13:0-0-0,0-0-8],[14:0-2-0,0-0-0],[16:0-2-3,0-0-8] Loading (psf) Spacing 2-C-0 CS' DEFL in "oc) /dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.37 12-13 >486 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.54 12-13 >338 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WE 0.47 Horz(CT) 1 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 106 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 10-11 REACTIONS (lb/size) 2=84010-8-0, (min. 0-1-8). 8=11510-8.0, (min. 0-1-8), 9=616/0-8-0, (min. 0-1-8) Max Horiz 2=342 (LC B) Max Uplift 2=-225 (LC 8), 8=-126 (LC 4). 9=-224 (LC 8) Max Grav 2=840 (LC 1). 8=145 (LC 18), 9=616 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-655/27, 3-4=-1137/290, 4-5=-383/87, 5-6=-258/101 BOTCHORD 2-15=-282/500, 14-15=-282/500, 13-14=-185/363, 3-13=-155/459, 12-13=-440/969, 6-10=-98/308, 9-10=-99/260, 8-9=-100/261 WEBS 4-12=0I283,10-12=-029/888,4-10=-771/367, 6-8=-505/195, 3-15=-527/289 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat., II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DDL=1.60 plate grip DOL=1.60 3)• Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. r 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 8, 2251b uplift at joint 2 and 2241b uplift at joint 9. LOAD CASE(S) Standard \\ ell PE�7605 �t I �I ) s' Z•y•Zo ; �u I GNAL Job Truss Truss Type Oty Ply Avalon -Artisan -Oust D6 Monopitch - 1 1 ,lob Reference (optional) _ Southern Trua%,fl. Plerce, FL., M951 3 4 4 --Run:8.31S Aug-13204SfWM8.310S Aug 132019 MITak-Indusuiesylm-Sat Jan 2511:38t25�--s' ID:25Ys9441kmml2g5MnoriCoyODm.yBIZMZpU9R4h DkrObfDw7udXmcASSt0=nylzmSy -2-00 1i-10 B-OL 10.0.0 131 2-0-0 -1410 654 2-0-0 3-2-04 WPM sT 3.4• 3r - W. 5 6 7 14A la�'D 1551.12 16.0.0 1.G40 2' 9.0.0 13-24 1 7 1 B 14-0D 11.io 5-0-0 5-2A 0.1- 2 Style=1:48.2 0-1-12 0-1-12 14-0 0.84 Plate Offsets (X, Y):[5:0-2-0,0-2-8],[8:0-1-12,0-1-13],[10:0-7-0,0-2-0],[13:0-4-0,0-0-8],]14:0-24,0-0-0], [16:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS' DELIn (loc) I/deft Ud PLATES GRIP TCLL (root) 1 20.0 Plate Grip DOL 1.25 TC 0.86 Verl(LL) 0.36 12-13 >502 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.251 BC 0.76 Vert(CT) -0.55 12-13 >333 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS I Weight: 1021b FT=20% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 190 Ib uplift atjoint BOT CHORD 2x4 SP N0.2 *Except* B2:2x4 SP M 31, 8, 2291b uplift atjoint 2 and 289 lb uplift atjoint 9. B4,F2:2x4 SP No.3 LOAD CASE(S) Standard WEBS 2x4 SP No.3 . OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except 6-0-0 oc bracing: 10-11 REACTIONS (lb/size) 2=832/0-8-0, (min. 0-1-8), B=-57/0-8-0, (min. 0-1-B), 9=796/0-8-0, (min. 0-1-8) Max Horiz 2=292 (LC 8) Max Uplift 2=-229 (LC 8). 8=-190 (LC 6), 9=-289 (LC 8) Max Grav 2=832 (LC 1), 8=88 (LC 8), 9=796 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/54, 3-4=-1104/275, 4-5=-380/125, 5-6=-279/108 BOT CHORD 2-15=-259/498, 14-15=-259/498, 13-14=-168/360, 3-13=-112/428, 12-13=-373/936, 9-10=109/292, 8-9=110/294 WEBS 4-12-0/298, 10-12=336/797, 4-10=-712/335, 6-8=-493/180, 3-15=-524/271 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCD1_=5.0psf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 31 Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chordlive load nonconpument with any other live loads. r PE176051n \1 i�QT ORIOP%'���� Job Truss Truss Type Qy Ply Avalon -Artisan -Oust .D7 Monopitch 1 1 Job Reference (optional) Southem Truss,FL Pierce, R.,-34951—. -- - — - ' — -- Run: 9:31 S Aug 432019 PnnB 8.310 S Aug 132019 MiTek-Industriesanc: Sat Jan 2511:38:25 ID:25Ys944?kmmi2g5MnorlCoy0l)m.yetZMZpU9R4tvwDkrObfDw71 IIAT4tozxn UnSy -2.0.0 46.10 844 13,24 L 2-0.0 1-610 G56 5.24 29-12 F: Scale = 1:44.6 4.8- 3.4- Wi 4 5 6 1-0b 1344 tin-12 16-M 1 1-E10 112� e1-12 13-24 11i1]-P 1s�0 1 1E-10 11-ID 5 0-12 5418 0.1. 2 M-12 0-1-12 1- ' 0-8.8 Plate Offsets (X,Y):[3:0-3-12,0-1-8],[4:0-5-4,0-2-0],[7:0-1-12,0-1-8],[9:0-6-4,0-2-4],[12:0-0-0,0-0-8],[13:0-2-4,0-04],[15:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL (roof) 1 20.0 Plate Gdp DOL 1.25 TC 0.96 Vert(LL) 0.36 11-12 >502 240 MT20 2441190 TCDL { 15.0 Lumber DOL 1,251 BC 0.78 Vert(CT) -0.57 11-12 >318 180 MT20HS 1871143 BCLL 0.0 Rep Stress lncr YES WB 0.33 Horz(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS I Weight: 97 to FT=20% LUMBER TOP CHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 *Except* 62:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 9-10 REACTIONS (lb/size) 2=836/0-8-0, (min. 0-1-8), 7=3710-8-0, (min. 0-1-8), 8=698/0-8-0, (min. 0-1-8) Max Horiz 2=242 (LC 8) Max Uplift 2=-231 (LC 8), 7=-131 (LC 4), 8=212 (LC 8) Max Grav 2=836 (LC 1), 7=125 (LC 18), 8=698(LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 2-3=-660/82, 3-4=1085/262, 4-5=-540/202 BOT CHORD 2-14=-240/510, 13-14=-240/510, 12-13=-153/365, 3-12=-1181393, 11-12=-2851912,8-9=-186/510,7-8=-186/511 WEBS 4-11=0/286, 9-1 1=285/863,4-9=41 8/191, 5-7=-714/256, 3-14=-534/258 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. It; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131.Ib uplift at joint...--- 4 7, 231 lb uplift at joint 2 and 212 lb Vplift at joint S. ,e LOAD CASE(S).Standard - \ GE_8��`///// 7 PE k7-qO 5 i 1t I I Y n_ �iO4 ORID\ Job Truss Truss Type Oty Ply Avalon-Artisan-Cust D8 Half Hip Girder 1 1 Job Reference (optional) Sauthem Truss, Ft: Pierce,-FL.e34951 'Rarc "I S Aug 13 2019 Print: 8.310 5 Aug 13 2019 MiTek industries, Inc. Sat Jan 2511:38:25 --- =' Pa9e:l "- ID:25Ys944?kmmi2g5MnorlCoyODrx-y8RM2pU9R4WDkrObfDw7JXrIAUstOzxnyl=sy -2-0-0 I 60.0 I 77,12 I 151-12 6-0L z4Ya so-o 4a-12 4a-o 1e4 I N0P2X STP 4s7• U4u 12 3 17 19 4 19 3.4- 2.4. 20 5 5 JaBIE2.4= 8-1-12 I0.7-12 1S3-B Scale=1:39.9 &1-12 4-s.o L7-12 -BJI Plate Offsets (X, Y): 13:0-54,0-2-0],[12:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 C51 DEFL In (loc) Ildefl Ud PLATES GRIP TCLL (roof) f 20.0 4 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 11-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 11-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 1 -0.01 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 85lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 62:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS (lb/size) 2=759/0-8-0, (min. 0-1-8), 7=-104/0-8-0,(min. 0-1-8), 8=688/0-8-0,(min. 0-1-8) Max HDriz 2=192 (LC 8) Max Uplift 2=229 (LC 8). 7=104 (LC 1), 8=348 (LC 5) Max Gmv 2=759 (LC 1), 7=87 (LC 4), 8=782 (LC 32) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-8451238, 3-17=-605/227, 17-18=-605/227, 4-18=-605/227, 4-19=-605/227, 19-20=-605/227, 5-20=-605/227 BOT CHORD 2-11=-249/681, 10-11=-247/691, 5-8=-701/350 WEBS 4-10=-295/212, 5A0=-283/733 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=1611; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5)• This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104lb uplift atloint .7. 2291b uplift at joint 2 and 348 lb pplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1071Is down and 421b up at 6-0-0, 114111 down and 42Ib up at 8-0-12, 114 lb down and 42 Ib up at 10-0-12, 114 Ib down and 42 lb up at 12-0-12, and 114 lb down and 42 lb up at 14-0-12, and 92lb down and 19 Its up at 15-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (3). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=70, 3-6=-70, 9-14=-20, 7-8=-20 Concentrated Loads (Ib) Vert: 3=42 (F), 6=17 (F), 17=42 (F), 18=42 (F), 19=42 (F), 20=42 (F) z�- f PE�76O6 1 ) 1 I �; STA f� Z Z • Zo ; 4e7 AL 4� Job Truss Truss Type - Oty Ply Avalon -Artisan -Gust D9 MONOPITCH GIRDER 1 2 Job Reference(optional) Southern Truss, Ft. -Pierce; FL., 34951 Run-.8:31S-fmg-19-269§Pnnt 8.310 SAug-132019 MiTek lndustdes, Inc. Sat Jan 251118:26- - Page:1 ID:28Ys9447kmmi2g5MnorlCoyODrx-OKRx2vg6W CW W4owPj6um8gCAwA5Agi fdhKVCzn5x SS3 545 M 1.5-0 3.4- 4x4v 6x11= as. Wn tir-12 S3J a 5.0.5 to Scale = 1:56.9 a4o Plate Offsets (X, Y):[4:0-1-12,0-1-B],[5:0-1-12.0-1-8],V:0-3-0,0-4-12],18:0-7-8,0-2-8],110:044,0-24],[11:0-2-0,0-4-81 Loading (psf) Spacing, 2-0-0 CSI DEFL In (loc)/deFl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.09 11-12 >999 240 MT20 244/190 TCDL P 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.15 11-12 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.56 Hcrz(CT) 1 0.02 10 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MS Weight: 271 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No,2 *Except' B1:2x6 SP M 26 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5.6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied Dr 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. 6-0-0 oc bracing: 8-10 . REACTIONS (lb/size) 1=231910-8.0, (min. 0-1-8), 10=6203/04-0,(min. 0-2-9) Max Horiz 1=409 (LC 8) Max Uplift 1=-724 (LC 8), 10=-2539 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-4817/1526, 2-3=-2891/836, 34=-2749/848, 4-5=-267/418 BOTCHORD 1-12=-1689/4231,12-16=-1689/4231, 16-17=-1689/4231, 11-17=-1689/4231, 8-10=4849/2109, 5-8=1726/876, 7-8=-251/122 WEBS 2-12=-515/1495, 2-11=-1945/823, 4-11=-1027/2952,4-8=-3413/1334, 5-7=-610/1241, 8-11=-1032/2626 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back IS) face In the LOAD CASE(S) section. Ply to ply connections have been 4 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=S.Opsf; h=16ft; Cat. .11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 724lb uplift at joint 1 and 2539 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1977 lb down and 7851b up at 7-0-12, 899 lb down and 334lb up at 9-0-12, 899 lb down and 3371b up at 11-0-12, 899 Ib down and 339 lb up at 13-0-12, and 870 lb down and 313 lb up at 15-1-0, and 1495 lb down and 726 lb up at 1644 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 (Ib/ft) Vert: 1-6=-70, 10-13=-20, 9-10=-20,7-6=-20 Concentrated Loads (Ib) . Vert: 7=1495 (F), 10=-870 (B), 16=1977 (8), 17=-899 (B), 18=-899 (B), 19=-899 (B) P\E B��NA `r\ 1 PE17605'h t- _ O i1 STA ?o�„�Z•y.Zo i o `._ ORIfl_i' NAL Job Truss Truss Type Qty Ply Avalon-Artisan-Cust D10 Half Hip Girder 1 2 Job Reference (optional) SVthaM7rass;'FCPierce, FL..34951-'-"--- Run:8.31S7xog 162019 Print 8.310 S Aug 132019 MiTekindost-les,-IncSat Jar251it3B:26- --'-'--PageT1— ID:25Ys9447kmm12g5MnortGoyODm-OKRx2vg6wlCW1N4owPj6um8gAFw4gvpslfdhKVCu x w -2.0-0 49-9 ed-12 12b12 163.0 2-0e 49-0 }10.1R 39-0 313-02 NOP2x sT 12 4x7- 1x4 4.8- 2x n 6 3 4 5 18 19 6 r ,. 410-12 &]-02 12-0-02 103-0 Scale =1:37.1 bq=-12 3-9-0 3-9-0 Rta-12 Plate Offsets (X. Y):[3:0-5-4,0-2-0],[5:0-2-0,0-2-0],[7:Edge,04.0],[8:0-4-0,0-1-0],[10:0-4.8,0-4-8],[12:0-2-3,0-0-8] Loading T (pso Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (root) i 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 .TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.19 10-11 >999 180 BCLL 0.0 Rep Stress [nor NO WB 0.81 Horz(CT) 0.04 7 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 2001b FT=20% LUMBER 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) TOP CHORD 2x4 SP No.2 Vasd=124mph; TCDL=5.Opsf; BCDL=5,Opsf; h=16f: Cal. BOT CHORD 2x6 SP M 26 *Except* B2:2x6 SP No.2 II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 Lumber DOL=1.60 plate grip DOL=1.60 OTHERS 2x4 SP No.3 4) Provide adequate drainage to prevent water porting. BRACING 5) All plates are MT20 plates unless otherwise indicated. TOP CHORD Structural wood sheathing directly applied or 6) This truss has been designed for a 10.0 psf bottom 4-2-7 cc purlins, except end verticals. chord live load nonconcurrent with any other live loads. BOT CHORD Rigid calling directly applied or 10-0-0 cc 7) Refer to girder(s) for truss to truss connections. bracing. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1484lb uplift at REACTIONS (lb/size) 2=3415/0-8-0, (min. 0-1-8), joinl7 and 11551b uplift atjoint 2. 7=4836/ Mechanical, (min. 0-1-8) 9) Hangers) or other connection device(s) shall be Max Hartz 2=161 (LC 21) provided sufficient to support concentrated load(s) 129 lb Max Uplift 2=-1155 (LC 8). 7=-1484 (LC 5) down and 146 lb up at 4-34, and 120lb down and 134 FORCES (to)- Max. Comp./Max. Ten. -All forces 250 Ib up at 12-8-12, and 86 lb down and 106 lb up at (lb) or less except when shown. 14-8-12 on top chord, and 609 lb down and 254lb up at TOP CHORD 2-17=-6489/2243, 3-17=6352/22111 43-4, 1844lb down and 704, Ib up at 7-0-12, 899 lb 3-4=-7784/2589, 4-5=-7784/2589 down and 2651b up at 9-0-12, 899 lb down and 235 lb BOT CHORD 2-20=2037/5719, 11-20=-2037/5719, up at 11-0-12, 352 lb down and 112 lb up at 12-8-12, 11-21=-2063/5796, 10-21=-2063/5796, 899 lb down and 2101b up at 13-0-12, and 47 lb down 10-22=-1843/5897, 9-22=1843/5897, at 14-8-12, and 901 lb down and 236 lb up at 15-0-12 9-23=-1843/5897,,8-23=-1843/5897, on bottom chord. The design/selection of such 8.24=-184315897, 24-25=-1843/5897, connection device(s) is the responsibility of others. 25-26=-184315897, 26-27=.1843/5897, LOAD CASE(S) Standard 7-27=-1843/5897 1) Dead +Roof Live (balanced): Lumber Increase=1.25, WEBS 3-11=-461/1317, 3-10=-676/2361, Plate Increase=1-25 5-10=-896/2266, 5-8=-446/2190, Uniform Loads (lb/ft) 5-7=-6944/2168 Vert: 1-3=-70, 3-6=-70, 7-14=-20 NOTES Concentrated Loads (Ib) , 1) 2-ply truss to be connected together with 10d (0.131"x3") Vert: 17=-44IS), 18=-118 (B), 19=-61 E), 20=-609 nails as follows: (B), 21=-1844 (F), 22=-899 (F), 23=-899 (F), 24=-352 Top chords connected as follows: 2x4 - 1 row at 0-9-0 (B), 25=-899 (F), 26=-28 (B), 27=-901 (F) . oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web follows: 2x4 0-9-0 connected as -1 row at cc. \\\\P //�j 2) Al loads are considered equally applied to all plies, if front back face in the LOAD \\ 7� �GENS '%-'� �. • except noted as (F) or (B) \\ F ♦ CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), PE,�7605 1 unless otherwise indicated. 1 STA L•Zo ; �u -5P0T NALtNG\\\\\\ �VN] Job Truss Truss Type QV Ply Avalon -Artisan -Cult D11 Roof Special Girder 1 1 Job Reference (optional) SoWhem Truss, Ft. Pieros;FL„34951 - - - - Run: 8:31 $ Aug 132019 Print: 8.310 SAug 132019 MITek Industries, Inc. Sat Jan 2511i38:26' Page: 1 ID:25Ys944?kmml2g5MnorlCoyODrx-QKRx2vg6wlCWW4o Pj6um8g2m6_v?SifdhKVCw5x 6.0-8 644 6 644 p, 12 —15A991 2x4u 3x4 1 2 3 4M- Ma 6E-0 14 Scale = 1:49.1 Plate Offsets (X. Y): [4:0-4-8,0-1-0],[5:0-1-12,0-2-0] Loading (Pat) Spacing 2-0-0 CSI DEFL in (too) I/deft L/d PLATES GRIP TCLL (roof) f 20.0 Plate Gdp DOL 1.25 TC 0.95 Vert(LL) 0.20 4-5 >377 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.29 4-5 >257 180 'BCLL - 0.0 Rep Stress [nor NO WB 0.00 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 591b FT=20% LUMBER Uniform Loads (lb/ft) TOP CHORD 2x4 SP No.2 Vert: 1-2=-70, 2-3=.70, 4-5=-20 BOT CHORD 2x6 SP M 26 Concentrated Loads (Ib) WEBS 2x4 SP No.3 Vert: 8=-689 (F), 9=-684 (F), 10=-684 (F) OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS (Ib/size) 5=1508/ Mechanical, (min. 0-1-8), 7=1141/0-5-0.(min. 0.1-8) Max Uplift 5=-713 (LC 4). 7=-544 (LC 5) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-7=-388/869, 6-7=-252/156, 2-6=-252/156 NOTES 1) Wind: ASCE 7-10; Vult=i 60mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsh h=16ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pat bottom chord live toad nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at]oint(s) 7 considers parallel to grain value using 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 713lb uplift at joint 5 and 544 lb uplift at joint 7. 7) Hanger(s) or other connection devica(s) shall be provided sufficient to support concentrated load(s) 6891b down and 352 lb up at 0-7-12, and 684 lb down and 357 Ib up at 2-7-12, and 68416 down and 357 Ib up at 4.7-12 on bottom chord. The design/selection of such \\ Q-; \OENS �� connection device(s) is the responsibility of others. \\ �� V F �x �- i 8) In the LOAD CASE(S) section, loads applied to the face _� of the truss are noted as front (F) or back (B). - PE 17605 1t _ LOAD CASE(S) Standard 1) • Dead + Roof =balenced): Lumber increase=1.25, Plate IncrRasese=1.21.25STA - •�cCORIDp%'�Z NAL 1�(E\\G\\\\\ Job Truss Truss Type Dry PIy Avalon-Artisan-Cust Et Common 1 1 I Job Reference (optional) Sarthem Tmss,.Ft. Pierce, FL.,34951 h T 1 . NOP2x STP NOP2x6TP .-�_--..- -- ---Run:E31-S-Aug 132019 Print: 8.310 S Aug 132019 Mnek Industries, Inc. Sat Jan 2511:38:26-----Page.1 ID:25Ys9447kmmi2g5MnorlCoyODm-QKRxZvg6wlCWW4owPj6um8g7uw6Vv fifdhKVCz 5x -2OL 1-7-6 6-9-0 W-9-0 12E 146O 2-0-0 1-ZB N a 468 1.0-8 2-0-0 4x4e 12 4 1-a-e 63-0 L4Aa 1-3A 4lA E-e Scale = 1:41.4 0s o-aA Plate Offsets(X. Y): [2:0-3-7,0-0-13],[11:0.2-3.0-0-81,[13:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 C51 O=FL in (lot) /del Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.07 9 >999 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.14 9 >811 180 $CLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 8 We n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix -MS Weight: 59lb FT=20% LUMBER TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP Nc.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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=713/0-8-0, (min. 0-1-8), 10=701/0-8.0, (min. 0-1-8) Max Horiz 10=83 (LC 7) Max Uplift 8=-367 (LC 9), 10=-362 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-169/288, 3-4=-258/146, 4-5=259/149 WEBS 3-10=474/389, 5-8=473/383 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i 60mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load non Concurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362Its uplift at Joint 10 and 367 lb uplift at joint S. LOAD CASE(S) Standard IY > N\GE B .\ � PE605IL t f � 1 1 p 1t STA Y _ o Ile, i 1-4OR10 I z\� � h � U Job Truss Truss Type Oty Ply Avalon -Artisan -Cult E2 Common 2 1 Job Reference (optional) Swthem Truss, Pt -Pierce, FL., 34951 d 1 - - ---- Runr6r31-S'Aug43-2019 Print:8.310S Aug 132019 MiTek Industries,inc. Sat Jan2511:38:26- Paged= ID:25Ys9447kmm12g5MnerlCoyODm-QKReZvg6wlCVJVJ4owPj6um8gAmBSv_glfdhKVCzm5x -2.0.0 63-0 12-fi-0 W" ]-0.0 630 63-0 44-0 NOP2x STP 4x4- 12 3 5 Scale=1:39.8 8- -0 i 1S6-D S3-11 Plate Offsets (X, Y): [2:0-3-7,0-0-12], V:0-2-3,0-0-8],[9:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (lot)/defl L/d PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.015 6-13 -999 240 MT20 2441190 TCDL i 15.0 Lumber DOL. 11-.25 BC 0.40 Vert(CT) -0.07 6-13 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.10 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix -MS Weight: 57 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=70710-8-0, (min. 0-1-8), 4=707/0-8-0, (min. 0-1-8) Max Horiz 2=83 (LC 7) Max Uplift 2=-349 (LC 8), 4=-349 (LC 9) Max Grant 2=709 (LC 13). 4=709 (LC 14) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 2-3=-7551349, 3-4=-754/349 BOTCHORD 2-6=-191/614, 4-6=-191/614 WEBS 3-6=0/275 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 to uplift atjoint 2 and 349 Its uplift at joint 4. LOAD CASE(S) Standard PEx77605 \7 I FZ'y,Zo � ,o •��ORI�iG� � `®� NAI Job Truss Truss Type Oty Ply Avalon -Artisan -Gust E2E Common Supported Gable 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 __ Run:8.31.S Aug 132019 Funt:8.310 S Aug 132019 MiTek Industries, Inc. Sat Jan 2511:38:26 ..Page:d— ID:25Ys944?kmmi2g5MnorlCoyODmx KRxZvg6wlCWW4owPj6um8gBjwG2v?glfdhKVCzmSx R W Scale = 1:39 I 227-0142-3r00 -081-5-0-0 a-10 2 I 4x4= 12 5 12�4 Plate Offsets (X, Y): 115:0-2-3,0-0-81, [17:0-2-3,0-0-81 Loading (pat) Spacing 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL (roof) 1 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 0.11 Vert(CT) n/a - nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 66 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 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. REACTIONS All bearings 12-6-0. (lb) - Max Horiz 2=83 (LC 7) Max Uplift All uplift 100 (Ib) or less atjoint(s) except 2=-136 (LC 4), 8=-133 (LC 9),'10=-119 (LC 9), 11=-152 (LC 9). 13=-153 (LC 8), 14=-121 (LC 8) Max Grav All reactions 250 (Ib) or less at joint (a)10. 11, 12, 13, 14 except 2=317 (LC 1), 8=317 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/ -PI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136lb uplift atjoint . 2, 133 Ib uplift at joint 8, 152 lb uplift at joint 13, 121 lb uplift at joint 14, 152 lb uplift atjoint it and 1191b uplift at joint 10. 8) Beveled plate or shim required to provide full bearing surface wft Guss chord at joint(s) 2, B. LOAD CASE(S) Standard 1. . t / PEE605 \t I t - 4 MSTA �� T •�� ORIDi'�� �� � />1 Job Truss Truss Type Qty Ply Avalon -Artisan -Cult E3 Common 1 1 Job Reference (optional) SWffiem Truss;F4Aierce; FL., 34951 W _ 1 Run: 8.31 S Aug 13 2019 Print 8.310 5 Aug 13 2019 Mrlek Industries, Inc. Sat Jan 25 11Y3ffi2T"--"' Pagel— ID:25Ys9447kmmi2g5MnorlCoyODrx-uW_JnFrkh3KMBEN7yRe71LCH5KRgeQYAtHQulezn5w 2-0-0 1Jd 0.7.0 i1.1 1-1.15 2-0-0 Q]i'Mfj 12 4x4= 4 7 1-]-0 i1-9-11 11'� I I Si-0 I 11'4'1 1 1-Bd I 1-3-0 0.]A St-i S5 Scale =1:417 04.0 Ns11 Plate Offsets (X, Y): [2:0-3-7,0-0-13],[6:0-2-7,Edge],[11:0-2-3,0-0-8],[13:0-2-3,0-0-8] Loading (pat) Spacing 2-0-0 C-S' DEFL in (loc) Vdell L/d PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.06 8-9 >999 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.12 8-9 >943 180 BCLL 0.0 Rep Stress ]nor YES WB 0.14 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 58 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=673/0-11-5, (min. 0-1-8), 10=741/0-8-0,(min. 0-1-8) Max Horiz 10=83 (LC 7) Max Uplift 8=347 (LC 9), 10=-376 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-208/275, 3-4=-338/187, 4-5=-332/169 WEBS 3-10=-495/395,5-8=-529/466 NOTES 11 Unbalanced roof live loads have been consideredfor this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37611a uplift aljoint 10 and 3471b uplift at joint 8. LOAD CASE(S) Standard ' PE0605 �y'D0 R_ NALI'" \R \\\ Job Truss Truss Type - Qty Ply Avalon-Artisan-Cust E4 Common Girder 1 1 Job Reference (optional) Southem;RoBO- FL Piw.,.FL., 34951 —. Run: 8.31 S Aug 132019Print: 8.3 S Aug 132019 MITek Industries, Inc. Sat Jan 2511'382T" Pig ID:25Ys944?kmmi2g5MnorlCoy0Dm.uW_JnFrkh3KMBEN7yRe71LCIGKS3ePLAtHOulezn w -2-0-0 11-0A 63-0 10.11-12 12-6-0 2-0-0 ibi-0 46-12 4 0-12 ibid 4x4= 12 4 6 1eA 11-1-0 1JA 63-0 t0-11-12 124i-0 138 4-0-12 41112 1.6A Scale = 1:41.4 0-242 0.1-12 Plate Offsets (X, Y):[2:0-1-15,0-1-5],[6:0-2-5,0-0-12],.V:0-2-0,0-2-12],[10:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) Ude' Ud PLATES GRIP TCLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.59 Ved(LL) -0.014 7-8 >999 240 MT20 2441190 TCDL f 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.07 7-8 >829 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) -0.01 7 nla n/a BCDL 10.0 Code FBC20171-PI2014 Mat IWeight: 54 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP M 31 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3-1-1.10 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) . 7=115719-10-0, (min. 0-2-10), 8=89319-10-0,(min. 0-2-10), 9=18919-10-0,(min. 0-2-10) Max Hodz 9=98 (LC 10) Max Uplift 7=-434 (LC 9), 8=-189 (LC 8), 9=-338 (LC 25) Max Grant 7=1234 (LC 18). 8=893 (LC 1). 9=460(LC 13) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-264/670, 3-4=-202/711, 4-5=206/664, 5-6=-340/879 BOT CHORD 2-9=-569/275, 8-9=.569/253, 7-8=-569/253, 6.7=.601/180, 6.19=-601/180,6-19=-601/180 WEBS 5-7=-898/431, 4-8=.824/246,3.9=-354/328 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4341b uplift at joint 7, 189lb uplift atjoint 8 and 336 b uplift at joint 9. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 969 Its down and 3241b up at 12-0-12 on bottom chord. The ,design/selection of such connection device(s) is the responsibility ?I others. - - 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-4=-70, 4-0=-70, 12-16=-20 Concentrated Loads (Ib) Vert: 19=-969 (F) \E B t`�/// i PEt76O5 tl I I MSTA � � ` aZONAIL Job Truss Truss Type oty Ply Avalon -Artisan -Cult H1 Common 1 1 Job Reference (optional) .Swthem Truss, FL Pierce, FL., 34951 - - ---_------Run:9&t-S-Av9'13 2019 Pnntr5.310 SAug 13 2019 MiTek Industries, Inc. Sat Jan 25 Yr.36:27 --Paget l' ID:25Ys9441kmmi2g5MnorlCoyODm.uW JnFrkh3KM3EN7yRe7lLCKmKYZe$FAtHDUlezmSW 4-24 84-0 , 2 4xa= 6 r 2 2.6. 1 4 e5 4oT _ 3d-12 6 S. 4 s 3x4n U4n 3x4n Scale =1:37.9 F2-0 a-2-0 0-0 o 4-2-o Plate Offsets (X, Y): [1:Edge,0-1-12], [3:Edge,0-1-12] Loading (pat) Spacing 2-0-0 CSI DEFL in (loc) I/de0 L/d PLATES GRIP TCLL (roof) t 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.05 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.11 5 >875 160 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Weight: 36lb FT=20% 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. BOT CHORD Rigid ceiling directly applied pr 10-0-0 oc bracing. REACTIONS (Ib/size) 4=362/ Mechanical, (min. 0-1-8), 6=362/ Mechanical, (min. 0-1-8) Max Horiz 6=40 (LC 5) Max Uplift 4=-90 (LC 9). 6=-90 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-268/94, 2-3=-268/94, 1-6=-262/106, 34=-262/106 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCD1_=5.0psf; BCDL=5.Opsf; h=1611; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9011c uplift at joint 6 and 90 lb uplift at joint 4. LOAD CASE(S) Standard PEE,76O5 �( r i0=•� ,cZ•�I,ZO ;��� //����jsS��NALE�\\\\\�\ G✓j Job Truss Truss Type - oty Ply Avalon -Artisan -Gust H2 Common 1 1 Job Reference (optional) Spulhem Truss, Ft. Pierce, FL., 34951 ---- ---Run :8 &-Aug 132019Print8.310 SAug 132019MiTekinduss1es,-lnc. Sat Jan2511:38:27 ID:25Ys944?kmmi2g5MnorlCoyODm.uW JnFrkh3KM3EN7yRe7lLCK]KYXeSFAtH0u1 ezrr5w at-z 4-0-1 4�It] BiL I aot a t a -on 0-1.1 �gI 1 Ig 6 12 m4- 6 r 2 6n 4 5 3e4 late 3x4 x o 14-g Scale=1:39.2 4.2L 4-2-0 Plate Offsets(X, Y): [1:Edge,0-1-12],[3:Edge,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/dell Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.05 5 >999 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.11 5 >861 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Weight: 361b FT=20% 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 purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=3621 Mechanical, (min. 0-1-8), 6=362/ Mechanical, (min. 0-1-8) Max Horiz 6=39 (LC 5) Max Uplift 4=-91 (LC 9), 6=-91 (LC 8) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-2=-268/93, 2-3=-268/93, 1-6=-261/106, 3-4=-261/106 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh, BCDL=S.Opsf; h=1611; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This Imes has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint 6 and 91 lb uplift atjoint 4. LOAD CASE(S) Standard PE1,76O5 i ST 4 ORIDi� Job Truss Truss Type - Oty Ply Avalon -Artisan -Gust H3G Hip Girder 1 1 Job Reference (optional) -. -- Sgythem-Truss,. Ft ierce, FL.. 34951 Run: 8.31 S Aug 132019 Print 8.310 SAug 13-2019-MITek Industries:inc-Sat'Jan' 5'11:dB:27` - ate:-1'" ID:25Ys9447kmmi2g5MnorlCoyODrx-uV JnFrkh3KMBEN7yRe71LCMYKVNeRfAtHOu1 eur5w -z-0-0 z-o-o s-4.o e+o 1as-o 2-0D zoo 4-4-0 2-0-o zoo NOP2X STP 12 a r axe= 44- 3 25 26 4 tx4u 1.4. 1x4o 0.10.12 7-54 04.0 9-0 2-1-12 4.9-0 624 40 1-3-0 S7-0 1-5�1 0.4 Scale=1:35.6 0.1-12 1-3-0 a-9-0 Plate Offsets (X, Y):[2:0-1-0,0-1-9],]5:0-1-4,0-1-9],[9:0-2-3,0-0-8], [11:0-2-3,0-0-8] ' Loading (psf) Spacing 2-0-0 C81 DEFL In ([cc) I/de8 L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.38 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL if 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.07 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 56 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* FP:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-5-10 cc putting. GOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. Except: 6-0-0 cc bracing: 2-5 REACTIONS (lb/size) 2=22710-8-0, (min. 0-1-8), 5=227/0-8-0, (min. 0-1-8) Max Hartz 2=41 (LC 30) Max Uplift 2=-279 (LC 25), 5=-279 (LC 24) Max Grav 2=577 (LC 36), 5=577 (LC 37) FORCES (lb)- Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=-805/961, 3-25=709/871, 25-26=-709/871, 4-26=-709/871, 4-5=-805/961 BOTCHORD 2-8=-8297752, 8-27=871/780, 27-28=-871/780, 7-28=-871/780, 5-7=-829/753 WEBS 3-8=-354/228, 4-7=-354/228 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=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to • bearing plate capable of withstanding 2791la uplift at joint 2 and 279 Ib uplift at Joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144lb down and 190 lb up at 2-0-0. 91 lb down and 116 lb up at 3-1-13, and 91 lb down and 116lb up at 5-2-3, and 144 lb down and 1901b up at 64-0 on top chord, and 78 Ib down and 78 lb up at 2-0.0, 95 lb down and 273lb up at 3-1-13, and 95 lb down and 273 lb up at 5-2-3, and 78 lb down and 78 lb up at 64-0 on bottom chord. The designiselection 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 (lb/ft) Vert: 1-3=70, 3-4=-70, 4-6=-70, 19-22=-20 Concentrated Loads (Ib) . Vert: 3=78 (F), 4=78 (F), 8=37 (F), 7=37 (F), 25=51 (F), 26=51 (F), 27=127 (F), 28=127 (F) PE t 605 �t � i 1 33 I ORlfl�i'��� Job Truss Truss Type Cry Ply Avalon-Artisan-Cust H4G Half Hip Girder 1 1 Job Reference (optional) Swlhem-Truss,'FLPierce-FL., 34851—'-' -- Run:8.31 S Aug 132019 Print 8.3108 Aug 132019 MITek Industries, Inc. Sat Jan 2511.38:27-- -- Pge-l— ID:25Ys944?kmmi2g5MnorlCoyODm.uW JnFrkh3KM8EN7yRe71LCGGKXSeRaAtHQutezrr5w 4-2-8 33333 49-0 • _23 o-11.5 12 3x4= 1X . 3 4 NOP2x STP <� n n y"i N A 1 �= B1 10 11 12 65 5x4e 3x4= Scale=1:35.8 4-6.5 4-e-0 4'6'S 72 1 Plate Offsets(X, Y): [1:0-0-8,0-1-9],[3:0.2-0,0-2-8] Loading } (Pat) Spacing 211-0 CSI DEFL in (Ioc) Vdell L/d PLATES GRIP TCLL (roof) a 20.0 Plate Grip DOL .25 TC 0.72 V N(LL) 0.06 6-9 >907 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.13 6-9 >414 180 BCLL 0.0 Rep Stress Incr NO WB D.07 Horz(CT) -0.02 4 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 181la FT=20% LUMBER TOP CHORD 2x4 SP No.2 . BOT CHORD 2x4 SP M 31 WEBS 2x4 SP Nc.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-0 as pudins. BOT CHORD Rigid ceiling directly applied.or 10-0-0 oc bracing. REACTIONS (lb/size) 1=545/0-8-0, (min. 0-1-8), 4=95/ Mechanical, (min. 0-1-8), 6=629/ Mechanical, (min, 0-1-8) Max Horiz 1 =1 06 (LC 32) Max Uplift 1=142 (LC 8), 4=-143 (LC 6), 6=234 (LC 8) Max Grav 1=545 (LC 1), 4=123 (LC 32). 6=629 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=A73/119 WEBS 2-6=-355/229 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to • bearing plate capable of withstanding 1421b uplift at joint 1, 143 to uplift at joint 4 and 2341b uplift at joint 6. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 128 Its down and 143lb up at 4-8-4, and 81 lb down and 961b up at 4-2-8 on top chord, and 342 lb down and 111 Ib up at 1-4-12, and 342 lb down and 110 ib up at 34-12, and 165 Ito down and 81b up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-70, 34=-70, 5-7=-20 Concentrated Loads (Ib) Vert: 3=-62 (F), 4=-79 (F), 10=-342 (B), ll=-342 (B), 12=-22(F) PE_7605 1, f I .. - �.. -O\STAA �� � 'Z�y•Zo 7�\�. 5�10\\c<ORIO_i N������ NALtE`�G \�� Job Truss Tmss Type Oily Ply Avalon-Artisan-Cust J1 Jack -Open 10 1 Job Reference (optional) Saulhem Truss, FL Pierce, FL., 34951 - --- -- -- —Rw,8,31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries; Inc. Sat Jan 2511:38:27 - - -Page: 1 -- ID:25Ys9447kmmi2g5MnorlCoyODax W JnFrkh3KMeEN7yRe71LCMOKcGeSiAtHQuleursw -2-Pa 1-ee 2-o-0 ao 12 6 r 3 txnn q 91 I et &6= NOP2X STP Scale=1:29.6 vg-6 Plate Offsets (X, Y): [2:04-7,0-0-5],[5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TOLL (roof) 4 20.0 Plate Grip DOL 1.25 TO 0.33 Vert(LL) 0.00 4-9 >999 240 MT20 2441190 TCDL -BCLL ' 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 4-9 >999 180 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix -MP Weight: 1016 FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied,or 10-0-0 oc bracing. REACTIONS (lb/size) 2=340/0-8-0, (min. 0-1-8), 3=-42/ Mechanical, (min. 0-1-8), 4=-64/ Mechanical, (min. OA-8) Max Horiz 2=66 (LC 8) Max Uplift 2=-143 (LC 8), 3=42 (LC 1), 4=-64 (LC 1) Max Grav 2=340 (LC 1), 3=33 (LC 4), 4=44 (LC 4) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) 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=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421b uplift at joint 3, 143 lb uplift at joint 2 and 6416 uplift at joint 4. LOAD CASE(S) Standard r� PE6061,) i I ST) ,o '�4GRIDp%'�� /�SS��NAL 5'r Job Truss Truss Type Oty Ply Avalon -Artisan -Gust J2 Jack -Open 6 1 Job Reference (optional) Soythem Truss, Ft. Pierce, FL.. 34951S- W is 2019 Print: 8.310 S-Aug 1&- 019 MiTek lndustriesync. Sat Jan 25 11:38:28 '-- Page:Y— ID:25Ys9447kmml295Mnor;CoyODm-MjYh asMSMSDmOyJWB9MrZD(Akx9NvyJ6x RZ4m5v .2-14 2.on 2 o-0 12 6 F_ 3 2 1.4„ 4 $I e1 1 • 4 e t of 2.6= NOP2x6TP Scale = 1:31.3 2-0-0 Plate Offsets (X, Y): [2:0A-7,0-0-0], [5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) Well L/d PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4 >999 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 4 >947 180 -BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied Pr 10-0-0 oc bracing. REACTIONS (lb/size) 2=309/0-8-0, (min. 0-1-8), 3=151 Mechanical, (min. 0-1-8) Max Horiz 2=91 (LC 8) Max Uplift 2=-113 (LC 8). 3=-8 (LC 8) Max Grav 2=309 (LC 1). 3=38 (LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-195/271 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8lb uplift at joint 3 and 113 lb uplift at joint 2. LOAD CASE(S) Standard M. B( PEff5 �� a -j7 r i SD r I �I r � ^ Z•c(,Zo <v NALtE�G���\\\ lV` Job Truss Truss Type Qty Piy Avalon -Artisan -Gust J2A Jack -Open 2 1 Job Reference (optional) _ sgythemZr=s, Ft. Plana, FL.-, 34951 — Run:8.31 S Aug 132019 Print 831e-8 Aug1&2019 Mnek Industries;- Inc Sat Jam251T.38:28 '---Pigs. r. -- ID:25Ysg44?kmmi2g5MnorlCoyODrx-MIYh esMSMSDmOyJW89MrZIXHkr6NvyJ6x RZ4zm5v 2-0-0 2-0-0 2-0-0 2-0-0 12 6 F_ 3 2 T 1.4. = 1 SQ 4 e 01 2x4e NOP2X STP Scale = 1:32.2 a-o 6-0 z-o-o 1-nu Plate Offsets (X, Yk [2:0-3-7,0-0-4],[6:0-2-3,0-0-81 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) /deft Vd PLATES GRIP TOLL (roof) 20.0 Plate Gdp DOL 1.25 TC 0.38 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL # 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.00 4-5 >999 180 BOLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.03 3 n/a n/a I BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 Re FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 3=-46/ Mechanical, (min. 0-1-8), 4=-253/ Mechanical, (min. 0-1-8). 5=622/0-8-0, (min. 0-1-8) Max Form 5=91 (LC 8) Max Uplift 3=.45 (LC 1), 4=-253 (LC 1), 5=-227 (LC 8) Max Grav 3=32 (LC 4), 4=105 (LC 8). 5=622 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-208/420 NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3, 253 lb uplift at joint 4 and 227 lb uplift atjoint 5. LOAD CASE(S) Standard JNE B PE17605 Job Truss Truss Type Dry Ply Avalon-Artisan•Cust J3 Jack -Open 6 1 Job Reference (optional) SpulhemSruss,Ft.Pierce, FL., 3495> ... — — a Run: 8.31 S Aug 13 2019 Print: B:316 S Aug 13 2019 MiTek Industries, Inc. Sat Jan 25-1t.38:28"'-'—'--'-- f tig5^IT— ID:25Ysg447kmm129SMnorlCoyODm-MjYh asMSMSDm0yJW89MrZIXAkySNvyJ6xARZ4zmsv 2-0-0 30 0 2-ee 3-0-0 2 4 a1 01 4= NOP2x ST 3 I Scale = 1:33.1 3-0I Plate Offsets(X, Y): [2:0-1-7,0-1-1],[5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CST DEFL In (Too) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.33 Vert(LL) -0.01 4-9 >999 240 MT20 2441190 TCDL { 15.0 Lumber DOL 1.25, BC 0.07 Vert(CT) -0.01 4-9 >999 180 -BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 2 n/a We I BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 161b FT=20% LUMBER TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=328/0-8-0, (min. 0-1-8), 3=67/ Mechanical, (min. 0-1-8).4=15/ Mechanical, (min. 0-1-8) Max Horiz 2=146 (LC 8) Max Uplift 2=-130 (LC 8), 3=-87 (LC 8) Max Grav 2=328 (LC 1). 3=90 (LC '13), 4=46 (LC 3) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-187/261 NOTES 11 Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Truss to bearing plate capable of withstanding 871b uplift at joint 3 and 130lb uplift at joint 2. LOAD CASE(S) Standard 0 Job Truss Truss Type Oty Ply Avalon-Artisan-Cust J4 Jack -Open 1 1 Job Reference (optional) - sQumem Russ, YL rierra,. FL., 3 Vcl -- - -- — -�n:8.31 5 Augl32a19 PnnV 8.310 SAug 132019 MITWIndustdes, Inc. Sat Jan 2511:38:28 — Pageit-" — ID:25Ys9444kmml2g5MnorICOyODm.MjY4_esM5M5DmOyJ W89MrZIXAkwmNvyJ6xARZ4=5v -2-0L 49-0 tog asa R NOP3x s7p 13 _ 3 Scale=1:36.3 aa.o Plate Offsets (X, Y): [2:0-3-7,0-0-5], [5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (too) Well L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.02 4-9 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.04 4-9 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 21 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) 2=387/0-8-0, (min. 0-1-8), 3=131/ Mechanical, (min. 0-1-8).4=48/ Mechanical, (min. O-1-8) Max Horiz 2=158 (LC 8) Max Uplift 2=114 (LC 8), 3=-96 (LC 8) Max Grav 2=387 (LC 1). 3=131 (LC 1).4=85 (LC 3) - FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-240/299 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; SCOL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 pat bottom chard live load nonconcurrent with any other live loads, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3 and 114 lb uplift at joint 2. LOAD CASE(S) Standard \ ' x i PE605 / f I I \'OGO_RI'_i������� / I //��Sj`S�ONAL ENG Job Truss Truss Type Cry Ply Avalon -Artisan -Gust J4G Jack -Open Girder 1 1 Job Reference (optional) Sg0hem Truss, FL Pierce-, FL., 34951 '- NOP2 T 1 R1 ' -- Run: 831-S- AugW32019Print: 8.3"6 Aug 13 2019 MiTek Industries, Inc. Sat Jan 2511:38:28 — page. '1— ID:25Ys9447kmmi2g5MnorlCoyODm.M1jYh asMSMSDmOyJW89MrZISSkseNvyJ6xARZ4=5v aS0 12 6 2 r K STP B1z 7 e 3 4x4- Scale = 1:33.3 1 a90 Plate Offsets (X, Y): [1:Edge,0-1-5] Loading (Pat) Spacing 2-0-0 CSI DEFL in floc) I/dell Ud' PLATES GRIP TCLL (roof) - 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 3-6 >563 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.19 3-6 >303 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a I BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 15lb FT=20% LUMBER Concentrated Loads (Ib) TOP CHORD 20 SP No.2 Vert: 7=-342 (F), 8=342 (F) BOT CHORD 2x4 SP M 31 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=545/0-8-0, (min. 0-1-8), 2=1881 Mechanical, (min. 0-1-8), 3=372/ Mechanical, (min. 0-1-8) Max Hertz 1=117 (LC 8) Max Uplift 1=-135 (LC 8), 2=-115 (LC 8), 3=-92 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-295/127 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=161t Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135lb uplift at joint 1, 115lb uplift at joint 2 and 92 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 342lb down and itt lb up at 1-4-12, and 342 Ib down and 110 lb up at 34-12 on bottom chord. The designiselection 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 (lb/ft) Vert: :1 2=-70, 34=-20 PE '01t` STA NAL Job Truss Truss Type - Dty Ply Avalon-Artisan-Cust J5 Jack -Open 22 1 Job Reference (optional) �gamem iruse, rr. rierce, ru., 69eD1 Itun:8.315 Aug 132019 Print 8.310SAug 132019 MRek4ndustries,-mc:SatJan-2511:38:28 Page:1- ID:25Ys9447kmmi2g5MnorlCoyODv-MjYh asM5MS0mOyJW89MrZIXikwlNvyJ6xARZ4zn5v I -2-D-0 SOL I I 2-0-0 S0.D NOM STP 12 3 Scale=1:36.7 Plate Offsets (X, Y): [2:0-3-7,0-0-5],[5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 C51 DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TCDL } 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-9 >999 180 -BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.01 2 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 22 lb FT=20% LUMBER TOP CHORD 2x4 SP Nc.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=397/0-8-0, (min. 0-1-8), 3=140/ Mechanical, (min. 0-1-8), 4=521 Mechanical, (min, OA-8) Max Horiz 2=165 (LC 8) Max Uplift 2=-115 (LC 8), 3=102 (LC 8) Max Grav 2=397 (LC 1). 3=140 (LC 1), 4=90 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 Ile) or less except when shown. TOP CHORD 2-3=-252/306 NOTES 1) Wind:ASCE 7-10; Vult=160mph l3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 115lb uplift at joint 2. LOAD CASE(S) Standard MI I BC \GEN&�����,�i r PE 67 O5 �1 i I — %� ; MST A )� /��//�ss!�NAL EvG \�\\ Job Truss Tmss Type Qty Ply Avalon -Artisan -Cost J5E Half Hip Supported 1 1 Job Reference (optional) aoytnem I mss, rt. tierce, t-L.. 24U>1 4 V y e5 1 Run: 8.31-S-Aug 132019 Print: 8.3105 Aug 132019 MiTek Industries, Inc. Sat Jan 2511:3928--I ------Page-�- ID:25Ys944?kmmi2g5MnorlCoyODm-MjYh asMSMSDmCyJW89MrZIXDkmNvDJ6xARZ4zm v -zao ao-a 5-0-6 aao 4.06 .. a a4 12 3M. 6 r IACI 4 5 0 Scale=1:35.3 5�0 Plate Offsets (X, Y): [4:0-2-0,0-2-8], [8:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/de0 Ud PLATES GRIP TCLL (roof) P 20.0 Plate Grip COL 1.25 TC 0.32 Vert(L-) We - n/a 999 MT20 244/190 TCDL # 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) rda - n/a 999 SCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 27 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end,verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS fib/size) 2=322/5-0-0, (min. 0-1-8), 6=72/5-0-0, (min. 0-1-8), 7=187/5-0-0, (min. 0-1-8) Max Horiz 2=145 (LC 8) Max Uplift 2=-90 (LC 8), 6=-35 (LC 4), 7=-86 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSIITPI 1. 4) Provide adequate drainage to prevent water pending. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nenconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 6, 90 lb uplift at Joint 2 and 86 lb uplift at Joint 7. LOAD CASE(S) Standard 7605 PE ♦� / ) .Li 1 1�= • — o `♦ Myra l- Job Truss Truss Type Oty Ply Avalon-Artisan-Cust J6E Half Hip Supported 1 1 Job Reference (optional) - - Hun:ri.3l s Aug 13Za19Fnnba.310S Aug 132019 MiTek Industries, Inc. Sat Jan 2511:38:2a Pagea ID:25Ys944?kmmi2g5MnorlCoyODrx-MiYh asMSMSDmOyJW89MrZIXDkyONvTJ6x RZ4zn5v I 2-0.6 I 4-0-6 1Ai 12 3s4• Win 6 1.4s r . 5 6 eTi Scale = 1:35 6-6.14 Plate Offsets (X, Y):[5:0-2-0,0-2-8),[10:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/deft Lid PLATES GRIP TCLL (root) € 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) nits - nits 999 MT20 244/190 TCDL 4 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - We 999 BCLL 0.0 Rep Stress [nor YES WE 0.03 Horz(CT) 0.00 7 nits n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S Weight: 3016 FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 5-6-14. (Ib)- Max Hartz 2=145 (LC 8) Max Uplift All uplift 100 (Ib) or less at joint(s) 7, 8, 9 except 2=-105 (LC 4) Max Grav All reactions 250 (Ib) or less at joint (a) 7, B. 9 except 2=317 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCD1-=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent wateh ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint (s) 7, 8, 9 except (t=lb) 2=104. 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard \\\\4e /\P,,\ GEI B,�'`�'/�i PEE7605 \\1i STAI Job Truss Truss Type - Qty Ply Avalon -Artisan -Gust J7 JACK -OPEN 10 1 Job Reference (optional) bQumem IrusS, rL Tierce, rL., anam Run: B.31-S-Aug 132019 Print: 8.310 SAug 132018MRek Industries, Inc. Sat Jan 2511:38:28 --Page: 1 ID:25Ysg44?kmmi2g5MnorlCoyODm-MjYh_asMSM5DmOyJWBgMrZ105krPNvyJ6x RZ4zn5v -2a0 I Re0 1 2aA T-0.0 3 d 1 NOP2x STP Scale=1.40.3 74a Plate Offsets (X, Y): [2:0-5-7,0-0-2], [5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) "de' Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 4-9 >650 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.24 4-9 >345 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.02 2 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 28 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied pr 10-0-0 oc bracing. REACTIONS (lb/size) 2=478/0-8-0, (min. 0-1-8), 3=207/ Mechanical,(min: 0-1-8),4=B4/ Meihanlcal, (min. 0-1-8) Max Horiz 2=215 (LC 8) Max Uplift 2=-12B (LC 8), 3=-149 (LC 8) Max Grav 2=478 (LC 1), 3=207 (LC 1), 4=131 (LC 3) FORCES (Ib)- Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-373/384 NOTES 1) Wind:ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord Ilve load nonconcurrent with any other live (cads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by. others) of truss to bearing plate capable of withstanding 1491b uplift at joint 3 and 1281b uplift at joint 2. LOAD CASE(S) Standard PE -37 _605� Job Truss Truss Type Oty Ply Avalon•Artisan-Gust J42 JACK -OPEN 1 1 Job Reference (optional) S;uthem Truss, Ft. Pierce, FL., 34951 Scale=1:35.3 Run: 8.31 S Aug 132019 Print: 8.310S Aug 13 2019 MiTek Industries, Inc. Sat Jan 2611:38:28 ' Page:1 ID: 25Ys944?anm12g5MnorICoy0Drx-I Yh asMSMSDmOyJW89MrZIXAkxhNvyJ6xARZ4zm v -zoo a2.e 2: 420 NOMSTP 4aa 3 I Plate Offsets(X, Y): [2:0-3-7,0-0-5],]5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (Inc) I/deft LJd PLATES GRIP TCLL (roof) ; 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-9 >999 240 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.03 4-9 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a .BCDL 10.0 Code FBC2017riP12014 Matrix -MP Weight: 20lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc putting. BOT CHORD Rigid ceiling directly applied.or 10-0-0 oc bracing. REACTIONS (lb/size) 2=367/0-8-0, (min. 0-1-8), 3=112/ Mechanical, (min. 0-1-8), 4=39/ Mechanical, (min. 0-1-8) Max Hartz 2=145 (LC 8) Max Uplift 2=-111 (LC 8). 3=-83 (LC 8) Max Grav 2=367 (LC 1), 3=112 (LC 1), 4=73 ' (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-216/285 NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumentwith any other live loads. 4) Refer to glider(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 111 lb uplift at joint 2. LOAD CASE(S) Standard PE605 y f _ I -0 1 STAl �NAL. E\\\\\\\\ Job Truss Truss Type Qty Ply Avalon-Artisan-Cust J48 Jack -Open 2 1 Job Reference (optional) b0'tnem Im35,r4 Pierce, rL, 34e51 Run; 8.31 S Aug 132019 Print 8.310 S Aug 132019 MiTek lndusmes, Inc. "Set Jan 2511:38:28 - -Page-1- ID:25Ys944?kmmi2g5MnodCoyODm-MjYh asMSMSDmDyJW89MrZD(Akw NvyJ6r RZ4w5v -2-0-0 2-0-0 N0P2XSTP 3 Scale = 1:36.1 4-0-0 Plate Offsets (X, Y): [2:0-3-7,0-0-4], [5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc)/deFl Ud PLATES GRIP TOLL (roof) f 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-9 >999 240 MT20 244/190 TCOL f 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 4-9 >999 180 -BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 We n/a BCDL 10.0 Code FBC2017/iP12014 Matriz-MP Weight: 21 fe FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc pudins. BOT CHORD Rigid ceiling directly applied pr 10-0-0 oc bracing. REACTIONS (lb/size) 2=384/0-8-0, (min. 0-1-8), 3=128/ Mechanical, (min'. 0-1-8), 4=47/ Mechanical, (min. 0-1-8) Max Horiz 2=156 (LC 8) Max Uplift 2=-114 (LC 8). 3=-94 (LC 8) Max Grav 2=384 (LC 1), 3=128 (LC 1).4=83 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-236/296 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5,Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DDL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 941b uplift at joint 3 and 114 Ib uplift at joint 2. LOAD CASE(S) Standard GENSF���iii / PE�:17605 i 1 I i , P_ .. -0 I , STA ORID_i' ///�'910NAL 100 �\\�\\\ Job Truss Truss Type Oty Ply Avalon-Artisan-Cust J48G Jack -Open Girder 2 1 I Job Reference (optional) Sopthem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Sal Jan 2511:38:29-Page:1 ID: 25Ys9447kmmi2g5MnorlCoyODmxqv63Cws4Dga4NYWV4sgbNmIYJ69a6MBTLbv_6Xzrr5u 0.0-0 12 6 2 wl NOP2%el➢ d d T1 = B1 7 3 46o Scale = 1:33.2 1 4-8- Plate Offsets (X, Y): [1:0-2-13,0-0-8] Loading (psi) Spacing 2-0-0 Cat DEFL in (loc) I/deb L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 1.00 V n(LL) 0.12 3-6 >458 240 MT20 2441190 1f TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.22 3-6 >247 180 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2D17/TPI2014 Matrix -MP Weight: 16 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) 1=941/0-8-0, (min. 0-1-1 2=230/ Mechanical, (min. 0-1-8), 3=385/ Mechanical, (min. 0-1-8) Max Hofz 1=115 (LC 8) Max Uplift 1=-258 (LC 8). 2=-121 (LC 8), 3=-99 (LC 8) 'FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-509/113 BOTCHORD 1-7=-193/448 NOTES 11 Wind: ASCE 7.10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf: h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint 2, 99 lb uplift at joint 3 and 258 lb uplift at joint 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6491b down and 212 lb up at 0-8-12, and 492 lb down and 148 lb up at 2-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 81a In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) t,�, - -- Vert: 1-2=-70, 3-4=-20 Concentrated Loads (Ib) Vert: 6=-649 (F), 7=-092 (B) Job Truss Truss Type Oty Ply Avalon-Artisan-Cust K1 Common 1 1 Job Reference (optional) S4uthem Truss, Ft. Pierce, FL., 34951 — 6 MT20HS 4x6a Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MITek Industries, Inc. Set Jan 2511:38:29 Page: 1 ID:25Ys944?kmmi2g5MnorlCoyODm-4v83Cws?Dga4NYWV4sgbNmldCeeM6MXTLbv_6x Su 610-0 4x4e 12 2 5 Wu 5-10 0 4 MROH54x6u Scale =1 A3.3 stab snap A-0 S104I Plate Offsets (X, Y): [4:Edge,0-3-8) Loading (psf) Spacing 2-0-0 CBI DEFL in (loc)/deft L/d PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.18 5 >744 240 MT20HS 187/143 TCDL ' 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.43 5 >318 180 MT20 2441190 BCLL 0.0 Rep Stress Incr YES WE 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matrix -MR Weight: 50 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* W2:2x4 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 10-0-0 oc bracing. REACTIONS (lb/size) 4=512/ Mechanical, (min. 0-1-8), 5=512/ Mechanical, (min. 0-1-8) Max Holtz 6=57 (LC 5) Max Uplift 4=128 (LC 9), 6=-128 (LC 8) FORCES .(Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-381/133, 2-3=-381/133,1-6=-371/150, 3-4=-371/150 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of !was to bearing plate capable of withstanding 1281b uplift at joint 6 and 128 Its uplift at joint 4. LOAD CASE(S) Standard MEN F� 7 PE 76O5 � ! t I STA y•y:Zo Job Truss Truss Type city Ply Avalon-Artisan-Cust K2 Common 1 1 Job Reference (optional) S%them Truss, Ft. Pierce, FL., U951 f Run: 8.318 Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Sat Jan 2511:38:29 Page: t ID:25Ys944?kmmi2g5MnorlCoyODrz-gv63Cm?Dga4NYVJV4sgbNmlas8AH6MNTLbv_6Xzmau 3-0-0 510.0 1140 13-0.0 2A-0 510-0 510-0 R-O-0 4x4• 12 3 r Us- 1e4„ 34= 5 510-0 11.0-0 Scale 1:43.3 a-0o-0 510-0 Plate Offsets (X, Y): [2:0-1-1,0-2-0], [4:0-1-1,0-2-0], [6:Edge,0-1-e], [9:0-2-3,0-0-8], [11:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.14 7 >953 240 MT20 244/190 TCDL f 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.34 7 >400 180 'BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 63 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* W2:2x4 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 applled'or 10-0-0 cc bracing. REACTIONS (lb/size) 6=6671 Mechanical, (min. 0-1-8), 8=6671 Mechanical, (min. 0-1-8) Max Hcriz 8=79 (LC 7) Max Uplift 6=194 (LC 9), 8=-194 (LC 8) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/143, 3-4=-365/143, 2-8=-544/226, 4-6=-544/226 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;'BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ilve loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint ,. 8 and 1941b uplift at joint 6. LOAD CASE(S) Standard \GEN,gF.`��//� PE %76O5 1 � 1 1� TA Job Truss Truss Type Oty Ply Avalon -Artisan -Cult K3E GABLE 1 1 Job Reference (optional) S.uthem Truss, Ft. Pierce, FL_ 34951 0 1 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 Mmek Industries, Inc. Sat Jan 2511:38:29 ..- Page:1 ID:25Ys944?kmmi2g5MnorlCoyODm-gv63Cws?Dga4NYWV4sgbNmli48E16LhTLbv_6Xcrr5u -2L-o 5-160 i 11-M 1 13- 1 40, 12 3 5 Scale = 1:39 S1a4 S1a9 1144g S10U Plate Offsets (X, Y): [15:0-2-3,0-0-8]. [17:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 6-2-1>999 240 MT20 244/190 TCDL i 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.05 6-21 >999 180 'BCLL 0.0 Rep Stress Incr YES WB 0.10 Hom(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 621b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 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. REACTIONS (lb/size) 2=670/0-8-0, (min. 0-1-8), 4=670/0-8.0, (min. 0.1-8) Max Horiz 2=-79 (LC 6) Max Uplift 2=-206 (LC 8), 4=-206 (LC 9) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-655/213, 3-4=-655/163 BOTCHORD 2-6=-63/502, 4-6=-63/502 WEBS 3-6=0/253 NOTES 1) Unbalanced roof live loads have.been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16fi; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2061b uplift atjoint 2 and 206 lb uplift atjoint 4. LOAD CASE(S) Standard PEL76O5 Y7 I STA /�7 �� ,o •�<ORIDP G� �� �QI� I Job Truss Truss Type Oty Ply Avalon -Artisan -Cost MV2 Valley 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., 34951. -- - -- Run: 8.31 5 Aug 13 2019Pant 9.3105 Aug 13 Zu1e Mi IeK Ndustnes. ina sat dan [a n:an:za rages---- ID:25Ys9447kmmi2g5MnorlCoyODrx-gv63Cws?Dga4NYWV4sgbNminBBJv6MBTLbv_6xzn5u 2L0 12 6 2 2Ac 2-0-a Scale=1:26.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL i 0.0 Rep Stress Incr _ YES WB 0.00 Horiz(TL) 0.00 2 nla n/a -BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 5lb FT=20% 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 are purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc - bracing. REACTIONS (lb/size) 1=62/2-0-0. (min. 0-1-8), 2=48/2-0-0, (min. 0-1-8), 3=1412-0-0, (min. 0-1-8) Max Hertz 1=35 (LC 8) Max Uplift 1=-12 (LC 8), 2=-36 (LC 8) Max Grav 1=62 (LC 1), 2=48 (LC 1). 3=28 (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=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1-.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI l angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at Joint 1 and 36 lb uplift at joint 2. LOAD CASE(S) Standard \GENSF.���//� PE�7605 O1, STA y - 4 ID S/�NAL X\G Job Truss Truss Type Oty Ply Avalon -Artisan -Gust MV4 VALLEY 1 1 Job Reference (optional) S%uthem Truss, Ft. Pierce, FL., 34951 -- -Run: 8.31 S Aug 132019 Print: 8.310 SAug 13 2019 MiTsk Industries, Inc. Sat Jan 2511:38:29 — Page:1 ID:25Ys944?kmmi2g5MnonCoyODm.gv63Cws?Dga4NYWV4sgbNmlfj8J56MBTLbv-6xzu5u 2-0-0 27e 2-6. 12 6 r 240 04s 4 3 2 1 B1 5 as" as I Scale=1:37.3 2-0-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (too) Well L/d PLATES GRIP TCLL (rool) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) n/a n/a 999 MT20 244/190 TCDL f 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) We - We 999 BCLL f 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-P 1 Weight: 16 lb FT=20% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2-1-9-1 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0.0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 as bracing. REACTIONS (lb/size) 2=30912-0-0, (min. 0-1-8), 5=3/2-0-0, (min. 0-1-8) Max Hors: 2=94 (LC 8) Max Uplift 2=-92 (LC 8). 5=-25 (LC 8) Max Grav 2=309 (LC 1), 5=30 (LC 3) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 to uplift at joint 5 and 92 Its uplift at joint 2. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard 11 ��N\cE B F`` / PE_L7B05 �1 r i 1 _ t I O t STAA _ OT :Al4ORIO?*_ '1 l ANAL Job Truss Truss Type Oty Ply Avalon-Artisan-Cust MV6 Valley 1 1 Job Reference (optional) _.�..aoymem.inss,n. tierce, rt., sasD1 1� Scale=1:33.6 Kun:6.315 Aug 13-2M9Pnnt8.310 S Aug 132019 MITek Incuslriespnc:Sat-Jan2511:38:29 Payart-- ID:25Ys944?kmm12g5MnOHCDyODm-gv63Cws4Dga4NYJJV4sgbNmle291Y6MBTLb% 6X=Su 200 2-0-0 2 2s4v W. I z� I Plate Offsets (X, Y): [6:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Wall L/d PLATES GRIP TCLL (roof) _€ 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a - n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 18 lb FT=20% 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid telling directly applied or 6-0-0 00 bracing. REACTIONS (lb/size) 4=-23/2-0-0, (min. 0-1-8), 5=33212-0.0, (min. 0-1-8) Max Hodz 5=87 (LC 8) Max Uplift 4=-67 (LC 8), 5=-58 (LC 4) Max Grav 4=17 (LC 3), 5=332 (LC 1) FORCES (lb) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-300/98 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 5 and 67 lb uplift at joint 4. LOAD CASE(S) Standard \MI B PE 7605 �t 9 1 ( I STA Z ZO Y <v /����SS10NAL Job Truss Truss Type - Oty Ply Avalon -Artisan -Gust V4 Valley 1 1 Job Reference (optional) Spulhem Truss, FL Pierce, FL.-34959 _ Run: 8.31 S Aug 132019 Print 8.310 SAug 132019 MiTek Industries, Inc. Set Jan 2511:38:29 - '—Yagert— ID:25Ys9444kmmi2g5MnorlCayODm-qv63Cws7Dga4NYM4sgbNmin88Hv6MBTLbv_6Xzrr5u 2.M 404 2-0A 14 12 6 F__ 3'.- - _ - 2 I 3 da- I� e1 Los Loa Scala=1:26.6 ao-s Plate Offsets (X, Y): [2:0-2-0,Edge] ..��....�. Loading (pat) Spacing 2-0-0 CSI DEFL in (loc) Ildeft Vd PLATES GRIP TCLL (roof) 1 20.0 Plate Grip DOL 1.25 TC 0.06 Ven(LL) nla - n/a 999 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.16 Ven(TL) n/a - n/a 999 -BCLL 0.0 Rep Stress Incr YES W8 0.00 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight 11 lb FT=20% 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. REACTIONS (lb/size) 1=12414-0.0, (min. 0-1-8), 3=12414-0-0,(min. 0-1-8) Max Horiz 1=14 (LC 7) Max Uplift 1=-34 (LC 8), 3=-34 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nenconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1 and 34 lb uplift at joint 3. LOAD CASE(S) Standard y PD76051q x7 r O1` STATI ur Z Zo ; 4v SS1ONAt