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HomeMy WebLinkAboutTrussDr�:erF /r.F rro�F:....• SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 * Fax: (772)318-0015 Job Number: 8298 Customer: GHO Homes Name: MW 01 Renton Jam Address: 9631 Knolleood City, ST, LP: Saint Lucie County, FL General Truss Engineering Criteria & Design Loads Building Code and Chapter: FBC2017/rPI2014 Computer Program Used: MiTek Version: 8.31 Aug 1 Gravity, Gravity. 45.0 psf ROOF TOTAL LOAD N/A Wind Building Authority. 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County iAT This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34951 yAfJ 3 z� No. Date Truss ID# 1 01/30/20 Al 2 01/30/20 A2 3 01/30/20 A3 4 01/30/20 A4 5 01/30t2O A5 6 01/30/20 A6 7 01/30/20 A7 8 01/30/20 AB 9 01/30/20 A9 10 01/30/20 A10 11 01/30/20 All 12 01/30/20 Al2 13 01/30/20 A13 14 01/30/20 A14 15 01/30/20 A15 16 01/30/20 A16 17 01/30/20 A17 18 01/30/20 A18 19 01/30/20 A19 20 01/30/20 Bt 21 01/30/20 B2 22 1 01/30/20 B3 23 01/3D/20 B4 24 01/30/20 Cl 25 01/30/20 C2 26 01/30/20 C3 27 01/30/20 C4 No. Date Truss 10# 28 01/30/20 C5 29 01/30/20 C6 30 01/30120 CJ5 31 01/30/20 CJ7 32 01/30120 CJTT 33 01/30/20 D1 34 01/30/20 D3 35 01/30/20 D4 36 01/30/20 DS 37 01/30/20 D6 38 01/30/20 D7 39 01/30/20 D8 40 01/30/20 D9 41 01/30/20 D10 42 01/30120 El 43 01/30/20 E2 44 01/30/20 E3 45 01/30/20 A 46 01/30/20 J2 47 01/30/20 JZA 48 01/30/20 J3 49 01/30/20 J3A 50 01/30/20 J5 51 01/30/20 JSA 52 01/30/20 J5T 53 01/30/20 J7 54 01/30/20 RG I No. Date Truss ID# 55 01/30/20 J717 56 01/30/20 MV2 57 01/30/20 MV4 58 01/30/20 MV6 59 01/30/20 78 60 01/30/20 V1 61 01/30/20 V3 62 01/30/20 V5 FILE COPY Page 1 of 1 TYPICAL DETAIL @ CORNER, _. HIP ~ NOTE: NDS=National Design Specifictions 'or Wood Construction. 132.5T per Nail (D.O.L.Factor=1.00) nds toe nails only have 0.83 of lateral Resistance Value. 12 HIP GIRDER InSn S�Ai 12 Q 1.5 & OVER LQA 9-9-5 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT UP TO 265Q = 2-16d NAILS REOb. BQ UP TO 394 = 3-16d NAILS REO-D. use 2-16d toe nail @ TC & BC. Typical jack 45' _r— attachment H7 17 Le 3-16d'`,, toe nail @ TC TYPICAL CORNER, LAYOUT & 2-16d ?- Typical Hip —jack' attachment D F HANGERS FASTEN ER GIRDER JACK J1—J3 TO 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 ——————— 2-16d nails — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — —— — —— 2-16dnails ———— MINIMUM GRADE OF LUMBER LOADING (PSF) -i - INCR.: oaz T.C. 2x4 SYF 2 L D FEC2017 B.C. 2x4 S'TOP 20 W®No 5 2x4 SYP .3 BOTTOM 00 7 SPACING 24' D.C. ' SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, COMPANIES (800)232 0i509 (772)464 -4160 tdlFFax: (772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER - HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.5-a per Nail (D.O.LFactor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 BOA 1- '.OA -1 -0 n u 11 n n OA A 0® O 5-0-0 HIP GIRDER �\ 12 0 15 9� O 7-0-14 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT Q UP TO 265r = 2-16d NAILS P.EQ'D. Q UP TO 394- = 3-15d NAILS REQ'D. use 2-16, toe nail TC & BC. Typical jack 45' attachment i J1 I I I A J3 � . I use 3-16c toe nail T1r ICAL CORNER LAYOUT & 2-16d Typical Hip —jack' attachment CHORD H/uNGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails ————— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16drolls — — — —— TC — — — — — —— 3-16dnails — — — —— BC—-——— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails —— —— MINIMUM GRADE OF LUMBER LOADING (PSFj 1NCR.: 25% T.C. 2x4 SYP L D fsa2alT $2 B.C. - 2x4 SYP 2 TOP. 20 wZS 2x4 SYP No.3 3cTMM SPAGNG Da to 24' D.C. S®U'THEM TRUSS 2590 Pierce Division 2590 N. Kings Highway, C(IMP�q{�q/� p� Fort Pierce, FL 34951 AIMIES (800)232-0509 (772)464-4160 //.. ,o nena seam Fcx:(772)318-0015 Brian M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-41 SO Hangers Face Mount Manger Charts Mum trek . Stick No.7 -oct� - `Reef; Nd.: 6iu e Danensbns Cn),_... Fastenerxr Schetlufe ,..OFJSP- :.NlovraptFloor er _.. Jorst W N D A' eil % l NMI. : Roo{: - Uprift,Jostsb:s JL24 L024 I 20 I1-9A6 3 1-12115Afil - 4I 10d 2 I 10dx1-12 ::470. 540{�:580 I' 220. S. I PS, F2 4 1 16d 2 10dz1-12 550 ) 69.1`695"1 320 JL244F-1Z - I 18 1-9116 3-1/8 I 1-1/2 - _ 4 1 Do HOG I 2 10d x 1-12 HDG 465 1 535:I W, - 280 : 31, R7, F32 4 led HOG I 2 11Odx1-12 HOG .550: 615-1 615:1 '280 2x4 JUS24 LUS24 18 1-9/16 3-1/8 11-3/4I 1 1 - 4 10d 1 2 1 10tl -'6751 7MI 935.1 510 SUH24 U24 I 16 1-3116I 3-7/4I 2 I7-3116 - 41 10d 1 2 10dz1-12 15001.50 6('S: 390 . 5, 4 15d 1 2 1 10dx1-1A2 "'S90I IJ 720I 380 HD26 HU26 14 1-9/7fi 3.12 I2.12 1-7/8 Min 4 16d 2 10dx 1-12 b15.696 '( 745I 3fi5:' 14ZII R5, F2 Max 4 ,6.2 611 596 JI.2fi „{1 '-d''- W25 20 :'-1-9J16 4-3JS'. _ T12 I.751tfi{l .6 �. 1Ud 4"1�. 10dxS-12.' 7}0I R05I 870'I 650 16d 1 4.1 " 10d x 1-72 1850 1 950 j 1045 I 650 JL261FR WD262 18: tt L-19A6� 4-12.1712 1 tf t_...' . FFF ': EGS 31, RI. fi` 76d HOG I-4I YOd z]-12 HOG1830.j.9a o0 I1035 730, ' 'JUS25 `:. �, LUS25:. 18 L7-9A 6 4-imi.1.7-3J4 1 J -: 14 1 - 10d , -1..4 led : ' 1870 17DD0 1 1090.1 1715 .) S, RS, F2 -Wd526 .Irr-�B"T-Gn6I'S-1J1fi'ff-:2 6. .10d='..(:6 10d.-- 11285I 1475{1605I 865- 131, R1, F.i,2 2xv SUH26 -' ± W26 'I - .tfi; ffff - 7-9AE 5.1/8..1 -111111 2 1 3h6.J ii11 e'{ l0d ' j ;'I' 10dk1-12 - 750 1- B40. -10: 1- 755: h'•16d 1''4 1 -10dx 1-1/2 1 880 1 1000110SO1 755' TIME � J'NUS26 49. '1.5MA 5-7116 3 1141 led -:1 6 1.: .16d - ' 276013140 13345I 1925 i•' I l` FF { ;3 72.� 2-12 l f 1,' 3/8 11 Min. M ax 4 "' �76d 2' '�i aOd x 1-12 _ , 615 Eva (7<5 I R5, v- fit. 1 �,,- 1745 5,.v - I.HD28 t 1 HU29 _74 119A 61 5-174r212 11/e fdin Max 4 I. I -' .70dx1-72 :'.I 11230I 1390114901 780 FZ 1230 1390{ 14901 825. JL26 (W26 I 20 1-SA6 4-3/4 I1-1/2 7�6I _ I 16 6 1 10d 1 4 1111 10dx1-12 1 710 8051 870 J 650. 1 16d 41 10dY1-12 I840!960{10451 650' JL26IF-1Z I LUC26Z I 18 I1-9116I 4-1/2 I1-12 _ _ •6 10d HDG I 4 I10dx1-12 HOG 695.1 800'1 870;'I 730 31, R7, 132 fi 16d HOG 4 1Go x1-12 HOG 830.1 950 10351 730 JL28 W28 20 1-9)16 6-3/8 1-12 15116 _ 10J 10d 161 10dxl-12 11801.12va I.12951-855- _A_L I5R5 F2 10 1 16d 1 6 1 10d x 1-12 1400 1180011740 1 855:. JL281F-TZ - 18 1-9116 6-1/8 1-112 - _ 8 1Od HOG I 4 110dx1-12 HDG I'.930 tO65I i1601 730r I 31, RI, F32 8 t6d HDGI 4 I tOdx1-12 HOG te0S112f5I 1215 730, JU526 LIIS25 16 11-9A6 4-13A6 1-314 1 - 1 4 10d 1 4 1 10d 1'.870 1000 1060 1115' 1, JUS28 I W528 18 1-9A6 6-5/8 1 1-314 1 - 1 6 1 10d 14 1 10( I1110 )1270173751 .1115 �7 5, R5, F2 2x8 MUS26 1 MI112fi 18 I1-9/16 5-1/16 2 1 - 6 1 1Od 1 6 10d 12951147.51 T6051 865-I 31, R7, MU528 MU528 1S 11-9A6I 7-1/16 2 1 - 8 I 10d 1 8 1 too 1710 1W0{21401 1230 F32 SUH26 U26 I 16 1-9A6 5-7/B I 2 1-3A6 - 6 10d 4 1 10dx 1-12 -7501 8401 9101 755'I 6 I 16d 1 4 1 10d x 1-12 1 880.1 10001 10M 1 755 1 SUH29 I - I 16 1-9Afi 6-5/8 2 1-3/16I - 8 1 10d 16 1 too 1.12 110DO 11120 11210 1 800 ' e l 1fid 6 1 10dx1.12 1175J1335J144D'1 800 1 HUS26 HUS26 1 16 1-5/6 15-7116 3 1 2 - 1141 led 1 6 led 1 27601314013345.I 1925 5 HLIS28 I HUS28 1 16 1-5/8 I7-3116 3 2 - 22 16d 18 16d 4170 14345 1 4345 1 2570 IS HD28 HU28 14 1-9Afi 5-1/4 2-12 1•1/8 Idin 6 I 14 76d I t0dx1-12 .12_Po 1 T390 1 14901 780 F2 hgaz 6 123011390i 1490) 825 1 HD210 HU210'I 14 1-9MG 7-3AfiI2-12I1-1/8 led 1Odxt-12 f Maz 14 fi 512430i2GtD{ 1) Uplift Toads have been increased 60%foraind or seismic bads no furher increase s'1e1I be p-nnittM. 2) led sinkers (0,148 da x 3-1/4' long) maybe used at 0.94 Of the table load where 16d commons are spe:iiied. This does not apply to JUS, HUS, MUS slant nail hangers. 3) Far JUS, HtiS, and MUS hangers Nail$ must be driven at a 30- to 45 angle through the Joist or truss into the header to achieve the table loads 4) NAILS 1Od x 1-12" nails are 0.748' die. x 1-12' Icig, 1Go muls are 0.148" di3. x 3" long, 16d rats are 0.162' d1a. x 3-12' long. New products or updated productinfonnadan are designated in blue font Corrosion Finish ®Stainless Steel MlGOId Goat SHDG ETriple Zno 112 Continued on next page Han0? s Face Mount danger Charts iTe W _ - Joist S¢d: USP-- _ > Stack No: :. t --tie}. Na,. . St�l 0au9e ;: :..• _ �' � � .. Oirriensions (nJ - Fssiene}Schedule'-!?.:gfISP - .: Allbviahle lands (Ws.)x �.::.. c'.: � Ref. ::- .. raw - Mai. Header: -- Joist W : H : 0 A :Hal 'f. s ' NaR - floor -:1 Root .Uplift Aran% lim,195-xi 160% JLlS24-2 LUS24-2 i 18 3-t/8 13-7116 1 2 I 1 1- 14 1 16d 1 2 16d 1 805 "920-1 965 1325 - (2)2x4 SUH24-2 I U24-2 I 16 I 3-1/8 13-118 I 2 1-1/81 - 6 10d 1 2 10d I" 750: `840 i 97-0 1 380 -1 fi 1fid 2 tOd 1.89010W 110901 390. HD24-2 HU24-2 I 14 3-1/8. 1 3-1/2 12-1/2 1-1/8I - I 4.1. 16d+ 1 2 110d MS 6225 j-745-1.- 385 A .. HU524-2 I HUS24-21F JUS26-2 ^•-,. , - - 1 LUS26 Z.rx ( 14 I 14 'I : 19' 3-78 3-78 '.. 3=,/8i 3-71161 3-7116 1 5YY4i{- 2 2 .2 1 1 - 1 't"- - I- I 4 4 1 4 1fid 16d I':76d 12 2 4'4: 16d 16d 176d' .:850: I: 850 ,040 I'965;110401 495 1 965, 110401 495 I 17851 7220j 1355 a 0'j .. ...: ;:.. SY1H26-2" -' U26-2; :; ....•1..10116d.1-:4.1, ': 1fi :, ..... .:3-V8:.5-1/1fi 2 11/e 'LID - 1: tad •I.. 4. 1 10d 11250 .1405115151 755 10d-'11470'1 lo7011B001 755.1 HD24-2 - (: HU24-2 :-"j: 14.:1 3-118 1:3-121.2-12 I1-1B1;-.:1=4-j.. 16d .1 2 1 10d-I 615 fi95 74a' 1 385 j ' i j2)2x6 ! .. HUS25-2-'.. HUS26-2IF `:firr-HW26-2. I HUS26-2':"1; 1 HUSC26-2"-1 14" 14 3-1/8 : 3-18 �5-1/4 .{'3,1/4 1 • Z 1''.2 - 2-7/2 { 1':I 1- :.1 .: Ip 1,1/81 -'--7- 1 =.:.: Min n 1.:4-=}- 4- ( e 16d ...16d.• 1" 4 - 1 .4..1 11' 4 1 16d 16d 10d. I 1085 1 1085 1230 1235 130f11 1155 1 1235 11300 101 71700 55 1390 491 I . H026-2IF_ JU526-2 1 LUS25-2 .r.14 �. 19 L.8-iB` I 3-1/8 5-1/4 2-,2 r. .tin( e'1. 76d ..I 16d �4 10d 16d 1230. 1390114W 791 .. Maz1,2 - 4 .6.1 I 4 ,850 1 1040 2085122351:1770 11851 1220"1 1s55 _A N JUS28-2 LUS29-2 1 18 13-1 6 I 16d 1 4 1 16d 1325 1.15101 16411 '1355 ` f SUH26-2 U26.2 I 16 I 3-1/8 15-1/16 I 2 1-11811 _ 10 I tOd I 4 1 t'd 1250 -1405 1 1515 1- 755 1. 10 16d 4 16d 11470 11670118001 755 I SUH28-2 I - ifi 3-1/8 16-1/4 ` 2 1-1/8 - 12 1 10d 4 1 tOd 'ISODI168-11,15I 7:S '1915119751 12 I led I 4 110d 1'1765 2526-2 M26-2 1 14 1 3-1/8 1 5-1/4 i 2 1 1 1- 4 16d 1 4 16d 11085 .7235 j 1300 1 115.i TUS26-21F HUSC26-2 1 14 1 3-1/8 5-1/4 2 1 - I 4 I 16d 1 4 1 16d 1 1085 1 1235:1 1300 1 1155 (2)2x9 HUS28-2 HUS28-2 i 14 3-1/8 17-1/8 1 2 1 - 6 I l6d 1 6 16d 1625 1950119951 1810 I HUS28-21F I HUSC28-2 1 14 3-1/8 1 7-1/8 2 1 - 6 1 16d 1 6 1 16d 1 1625: 1850112951 1810 9I 5, H026-2 HU26-2 74 3-1/8 5-1/4 , 2-12 1-1/8 Win 8 Ted 4 16d 1230 -1390114901 780 I :2085122:51 1170 1 R5, F2 Mu 12 6 _1150 HD26-21F HUC26-2 I 14 13-1/8 15-1/4 2-12 _ Min 1 az M 8 12 16d 6 tOd 1230 I:1390114911 760"') -1M 2085'12235'I' 1170 1 HD29-2 HU28-2 I 14 3-1/8 7-7/8 I2-12 1-7/8 Max) Min 10 14 16d 4 lad 1540 I. 173511865 790 - 2430126101 1170 6 2155 HD28-21F I HUC28-2 I 14 13-1/8 7-1/8 12-1/2 - Maz 14 l6d 1 4 lad 1540243512� J. 1170 S JU521➢-2 ',' LU128.2 . LUS210-2 " 1:. .18. 1'3;1/8 18 ,1.3-18 1 1 7.1/8: 9-1/0 1 " -2. . 1: •Z, I{' 1: 1 1 I .=,. - . 6: .8_1 16d - 16d I : 4.1 6 1 16d.11325 1fid,I f:15101 1845 164Z 1. 1355 j 210-5 2290 1980 C SUH28-2 - ,6 -3r7B -fr1/4 2'. •I1.7B. /-"1 .12.1: 10d .4 1 tOtl 150011fiB5'11815 755 1915 755 12 1 16d ''4 110d 176511915i ' sukl(0 2 U210-2 ':: tfi -3-1/0 8-9116 ! 2 l-1rB :.'- 11fi - 10d ' fi 'too 1 2000I 2245 j 2420 1135' 2670128801 1135 16Fled 6I tOd 1 2350 ' HUS29-2 - I' HUS20-2 .1 14 I : 3-1/a J.-7-1/8 2. 1-' 1 -1 - . 6 .1.-16d 1: 6 :16d 1 1625.1-law 11923 1810 r HUS28-21F I HUSC28-2 {� 114 -.. 3-18 - 7-18- I 2 1 ':: 16 1'!16d I: 6: 16d 1 1625 1850 1995 1810 (2)2x-10 N028-2 HU26-2 -14 3-18, 7118 I 2.172 ;r 1 1B ... Maz 10 .id I '16d I �4J 10d` 1540 1735' lass I: 780- 2430126f01 1170 fi I... 21551 - I H029-21F.-' .`L_HUC20-Z;.': - , "�14 ]'3�-1/d_ Iifs.; Z-7)6 I2.124.: _.., 'Min 10 :d 6 10d. ..:. 1540 173511801 780-. :14. 213 24301251D 1 1170 HUS210-2: :' HUS210.2 -1 ' 14 { 3-1/8 9:1/8 2- 1,. 1. 1-. =' 1 8 1 16d I- e_ -1 16d 1 2170, 2465.1 25601 2210 .. HUS210-21F ,: HUSC210-2 1 14 .I' 3-1B I ' 9-118" 1 : Z 1 -1: 1' -'... A I 1W I ; B: 1. 16d 1 9170 1 2465j 2660 1 2210 . -HD210-2 HU210-2 '. 1 ,. .l 14 I 13-iB '- I 9 I 2-1%21718'-Min :I IA4I Ma("-.20 1fid ...�. :,10 6 10d .. !. 2155124M 3080 126101 1170 3475 3725I :IL .HD21021F"' ' I HD0210-21F 1 HUC210-2 HUCA210.2': 14 :14 1 3aB 1 j 3-1/4 1 9 .:: • ':9. 1 2-12 . 3:.11-121 - --hUn -14-:,j 4553 1 '.� 1a 6.1 W53.I 21551 243012"ivll .1170 R1, F32 Mai ;=. 2n 12: 1. 3080 j 5015 34751 a7251 tiD 5590.155901.29750 131, i I uyuu wads have been increasea W ` Mr Una Of MISmb bads; no,urther increase Shag be permitted. . 2)16d sinkers (0.148 did x 3-1/4' long) maybe used at 0.84 of N table bad where 16d command are spedfled. This does not apply toJUS, NUS, MUS slat na1 hangers. 3) ForJUS and HUS hangers: Nails must be driven at a 30° to 45' angle through the Joist or tam lmo the header to achieve the table loads. A 4) WS3 Wood screws are 1/4' x 3' long and are included w th HDD hangers. 5) NAILS: 10d nalls are 0.148' da. x 3' long, 16d are 0.162' ?2 x 3-12' Jong. > New products or updated Product irrfonnadan are designated In blue ford. H Corrosfan Finish Mtafnless Steel 'W:Gold Coat LIHDG ®Triple Znc 114 Continued on next page }Eer,Sers Face Mount Hanger Charts iTe k` ;t • Joist Sze r 05P", Stock Na.' ... .. Ref.Na. Steel Gauge 0lmrluons (n) .: .. - Fasfaher Stl,edule''� ... , ' ; :• 0Flo' Allowable !Wads :Code ..Ref, " '.. :., -. Neadei.': Jh�st .. r W [N' I 0 _ Ailly ..MW -Nall .. 0ty .. i -:NA Roar ._ Roof .�' Upiih� 100%115%.125% 1 160% C c. SU;34 `U314 16 ! 2-9116 , I I 18 18 lad 5 10d x 1-12 f 2250I 2525 f Z7Z5 11135 led 16 110dxl-1/212645-30001301011135� HD314 HU314 14 2-9/16111-S1612-1211-1/8 Min 16 16d 8 10dxl-12 24M 3E9.51 f:2780 d170 2980 12M } 4435 2045. Max 24 12 3 x i 6 HD314F 1 HU6314 1 14 12-9,16111.5/1612-1/2 - Mini 16 Maz I 24 t6dN12 10d x 7-12 24FZ 3EM I z780) 14170 29301 1280 }44351 2D45'I HD316' HU316 14 2-SA6 13-5/16 2-12 I 1-118 Idi18ledtads1-1/2 4005 �3115 1 4-035 ,So 7560 14435 1 2145 Max l 25 HD316IF HUC316 1 14 12-9/16113-5A612-121 - NJn I 18 Max 1 26 ! led ! 8 12 I led x1.121.40051 125 3Y°Si le!0, 4005,1 4435 } 4435 E 2315. r(2)3xe H033-2 74 12 [ - 10:HU382 -'::.�:.78tl % h: '.,,- -" • 1540a 1735 � 1865 � 788 n55� 2430 2610 7170 n 3 x 10 H038-2 HU38-2 14 1 5-1/8 I 6-7/8 2-12I 1-1/8 76d fi led M� 114 12430 ffif0!, 1170- HW70-2 HU310-2 .14 5-1/e I 6 142-121 7-1r8 Min 14 t6d 10 10d ( 21M 1 3a80 ! 2430 ! 3475 1 2510.1 1170 ! SM ! 1625 ! I Max ! 20 .(2)3x1Si H0312-2', 'ri 11U612-2. 74 5-1/3.i :,0- I`.2-12 1-1/8 Mini 16: Max.[ 24 :j ( i6d �, �1 -. 12..I':: 1''led ' -... I24w{2780 �90I 1065 136vS' d170 44701.2340.E (2)3%14 (3)2x6 . ..l,}iON ND312-2 JU526-3'J� .1 SUH26-3 "_ .c 3' .: ,- ; I HI7312-2 I LU526-Z � I126-3 HU26=3 14 I 11 18 L 16 14 :�4-IMMt 5-1/8 10 1 I 1 4.5/8 ),4-1/2 14=5I8 2, .5-114 4-12 2-12 1 (. 2" }. 2 2-112211, 1-781 1 1 -.)'---{ 1 ' 7-1/8 Min l 16 Max I 24 4 �( -: E B F^ 8:1 Mint : 8'. r Max ! 12. 1 16d 1 led ! lOd f 1 8 tad _ led E- 10d . - 124651 3&E4 f 1040! { 10001 Z7BO 41701 I it IS 112J }29801 1065 1 �a j 2340 I 12201 1355 { 1 n 6s ! 380 I ! 1 5: 1 12 1 4.6 : 2 led led 12 4 f "led a ' . ' ) .. led '-...L. .;.'11Fsa 1116511165 1230! 1390 111651 380 1 14901 780 f {. 5 . j 2a85 2235 1 1170 I HD26-3ff'"'.: .�HUC28-3'".'14 ' JU526-3 1 WS26-3 1 18 1 I 5{412-t2+1'=.-� 4-SM 1 4-1/2 ! 2 1 1 Ifin f - 8: ...: '-( 1vd ..-;-6�..-.. led 14 4: .' f'-.10d ' .. led E 12M 1 1390 1490.1 ?80 no, Maz j. 12-1 1- 1 4 1 185a 1040,11185 zo8if 22351 i7 (1220 ! 1355E JUS28-3 ( LU528-3 18 4-5/8 6-3/8 2 1 ! - 1 6 1 led 4 1 16d 11325 11510 116451 13SS SUH25-3 IU26-3 1 16 14-5/8� 5-1/41 2 8 1 10d E 2 1M -1000 1121 E7765! 11T age .I t6d ! 2 lad 1,165 1,6Sft,631 (3) 2 %8 HD25-3 1 HU26-3 1 14 1170 45/8 412 12-12 14/e Ilin led led 1 f 2235 I 1 Max ! 12 8 I H025-31F 1 HUC26-3 1 14 1 4981 4-1/22-12 - Min 8 I 16d 4 I tOd 123a 1 1250 ! ,390 } 2085 I 149] I 780 . crier I. 1770'. Max I 12 6 HD28-3 I - 1 14 4-5/8 6-3/8 I 2-12 1-1/8 MIn 1 18 A1aX 114 16d 10d 154011735 } 1865 { 780 2610 ! 1170 . 6 2155 12430 ! 1 HD28-31F I - 1 14 1 4-SM 6-3 B I 2-12 _ I Min ,a led 4 lad 154011735 186S 780 26101 1170 E Max 1 id 6 2155 2433 } JUS2B-3 ..:: -r.E LUS2&?:..-I'-18: 14-5/8 E 6-5/8. Z 1'1 %.5. :16d :I 4 E 96d .1.1325 11510 t 1045 1 1355 JU5210-3'.11 - 'L LU5210-3>. ! `1B f 4-5/B.:I B-3/8 2' I-7 I -'. 8 . 16d.1 B j` led 11845I 2105 .22901 1980- - .. ,. - SUH210-3 (' '1:11210.3 . 1 .16: 1 I '- I f 4=5/B �..8-3/8..12'. I r 174 1 74 f 90d- 6 f tOd ' 117501966 21201 1135' 2520E 1135 16d 6=I 10d .: 12060 2335 - HD25-3 - ! I I 14 1 4-5/8I 6-a/8 I Z-12F1 !!!! 1/8 Min t 10 Max 74 (' E tad 4 f ' 1 1540 1 tad , na 1736 1865 f 788 2610 1 1170 6 2430 (3) 2x10 HD2B-CIF ,'. 14 i3I8 6-31e 2-?2It Min'1 tU FM----- 1d led 4 10d -.:. 1540E .: 21a,42a30. 1735 f 1855 ! -780 26,0 1170, 6 ( .. HD210-3 'I HU210-3. .. .1. { .: HD210-31F:.� I HUC270-3 � HD0210-31E'. ' 1 HU=0-3 E .14- =. 14:. . � -14. 14-5/8 4-5/B B-114' :.. 4..5/B I 8-1/4 ( 9 -1 2-12 .: I•_�:iP 2=.1h .3.' 11- -r 1r1lB ..Max.!: �Mm'1-14- ffi.,a. d, -MMax.! 14,_ - i - f -12 1 lWi .t. bd..,6a W53 1 6-..: .lad. ;I n:3'I .. 1?080'!3475}3725.1 10.d... E 30801 = WS7 f Sa15.1 2430 f 26101 ,77f1 1 1950:1 31, R7, F32 6 -f Min a9D E 1. y. ., S.°90 1 2975 ! 11 Uplift beds have been Increased 60%forwind or seismic leads; no fur'Jter increase shag be permitted ZI led sinkers (0.148 de. x 3-1/4' long) may he used at 0.84 of the table load wtiere led cammo s are specfied. This does not apply to JUS, HUS, MUS slant nail hangers 3) WS3 Wood Screws are 114' x 3" long and are included with HDO hangers 41 NAM 10d nails as 0.148' die, x 3' long, led nails are 0.162" age. x 3-12" long. New products w updated product hdoarkaon are designated in blue fart. Corrosion Finish ®Stainless Steel O'Gold Coat MHDG Wriple Zinc c u ryA'[E- `,Ij x -�c W ?D Continued on next page 117 Hangers Face Haunt Hanger Charts ' Joist Site Stack No. ' . . Pef. No. fSteN-,- Gauge-W Dimensidns �nJ ... Fastener Schedulex?'r .. .lwsP . Allowable Loads (1bs•) ' ' Ref. -' Header' Joist `: - H- 0 . A ` fJON Maz :Nail' DtY ":°' NaB: floor ".Roof..; UpINt'code. 100% 175% 125% 160% JUS46 I LUS46 I 18 13-5/8 1 5 2 1 1 I- 1 4 1 16d 1 4 1 16d iI1401'1185 �-02201'_7355:F SUH46 I U'* I 16 I3-Wl6l 4-13/16 . 2 I 1-113 _ I 10 I 10d 1 4 { 10d !925011405,15151 755 '1 1 10 1 16d 1 4 10d I:1470 { 167➢ 1800 1 :755 :.I Ht1S46 HU546 { 14 I3-5/8I :5 2 1 1 1 - 1 4 1 16d 1 1235 1300 L:11551 4x6 HU5461F 1 HUSC46 1 14 13-5/81 5 1 2 1 1 - 1 4 1 16d i b {" 16d J40B5'I:12M 13W J 1165.1 HD46 HU46 14 S-9/16 5-1116 2-12 1-1/8 Min 1 312 16d 4 I� 10d 1230 1390(1490'I` 780 Max 1 '1850!20f5,22351'�11m H046F I HUC45 I 14 13-9/I6I 5-1116 2-12 76d 4 tOtl 7730 390 r 14901 780.. Mu { 12 fi '.185012085! 22351 1170 JUS46'-'-: ':!.US45:'.:-1 IS j 3.518. ,4 .16d 1. 4;:96d `a:1 10401 1165'112201 1355"9 _ JUS43 : :: d.US48 --1 {.18 13-5/8 !:' 6-7/8 1 2 { 1' .I {: - " 4 - 6 16d I `-4: I -':16d--- 13251151W 1645 11?S5 ' -- . SUR45.- -.: U46 "' :� { '. .. ' 16 '�-3-9/16 i•.' 4-13/16 - .."- � z .. r 1-va: Ir ..-. ' :10 , -10d i +:4 • ['':-.1ud't: 1 125011405J 15151 755 . j. 1.0..; 16d' 1 4 -.' :10d = 11470 11570 118001 755 - HUS4Br^> == 1. HUS46'. 14 .1:3-S2 = 5.: , ' 2 .1 "^ 1.-" .. - { :.4 .1'.' 16d '1:' 4 : t : _.:16d :. 1 1085 1225 1 13DI 1 1155 { 7 -.1- HUSQ '- - " HUSC46 -1 { HUS48 .1 +14.: 14' 13-5/a F 3-5/8 _ 5.? 1:' T.: ,:'2 !, 2" !.:..l I :"1 ::I 1- ' ' = 4 4 6 1 .16d 1 16d 1 .4c-1- I' 5'-�f : l6d %_J t " lfid; = 10e5I 1235 1 13001 1155 1 76251165011995 1 1810: { 4 xa. ' .- ''17 { HUS46F '. HD46 HD461F.�.: _`4'HUC46j'14 H048F .:...I JUS;e 1 JUS410 11JI5410 I'HUSC48 ',i k. HUC48 .-{ W548 I 14 14: 14 18 1 18 { i 3-5/8 :-9p6 13-9/I6t51A6't2•V2;.-. 3-,9J16 3-5/8 3-5/8 I ( 7 . '-5-1/16 I.. 6.15/16 ..-'I 6-75/i6 6-7/8 8-7/8 1 2 2-1271/8 I" i.. 2-12i ..I �p2r12 tt ••'.!.:' 2 1 2 1 ; 1 ! 1-1111 .... _ ...Max 1 1- 1 1 �'"= _ Min 6 I'8 �. 16d 1-.t6d , =, . L: tAd 1 I". 16d 1' f' 16d 15d 1 16d 16 1 fi... 4 ;. :16d' '-10d -'. = - , 10d . 11540 { - lod 'isb0117-5118651 16d t6d 1 1625 105011995I 1870 I 123011390114901 780 5, R5, F2 142X Min. Max -Non Max ": 6Tin"I 1' - I T12 IS J 72 tea, 14 is r14 6 1 8 I 6' " 41.10d:. �fi 44 '� 6 4- { MD 12086 12235 ! 1170 11230 11390{1490{ 780 785012095122395 1170 j 1735 18631 . 780 - � 21551243012610 1 1170 730" 4 I 1 215512430}251011170. - 1325 151➢116451 1355 g 13451 2105 2290 { 1980 ,x SUH410 III U410 16 13-91161 B-3/8 I 2 I 1-1/8 10d 1 6 I 10d 1 20001 2245 t 2420 ! 1735 I 16 16d I 6 1 10d 12350 1 2570128801 1.135 HUS48 I HUSM 1 14 1 3-5/8 1 7 1 2 1 1 1- 6 1 16d 16 1 16d 1 1625.1 1850 { 1995 1810' HUS46 F I HUM48 1 14 1 3-SM 7 1 2 1 1- 1 6 1 16d 1 6 16d 11625' .1850 t i995 j,:lsi0.1 H048 1 H1148 14 3.9116 r'15/16 2-1/2 1-1/8 Min I 10 16d 4 10d _ 754011735 13ss.j Max j 14 6 2155'I2430 r 910 WOI HD48F ! I HUG48 74 3-9I7fiI 6-15/16I 2-1/2 16d 10d 1215S 1540I 1735I 18fi5 780 Mzx 14 j 6 243a{ 2610 . 1170 I HUS410 I HUS4101F ! HUS410 ! HUSC410 I 14 { 14 1 3-5/e { 3-5B { 8-7/8 I 8-7/8 I 2 I 2 { 1 { 1 - { - 8 1 8. 1 16d 1 16d 1 8 1 8 1 16d 1 16d 12170 2170 1 2465 ! 2560- . 2210 '1 { 24SE 12660 ! 2210 -1 HD410 HU410 ! 1 14 3-9/18 8-13/16 I2-1/2 1-1/8 Mm { 14 .1� I-6 I 1�0 1� 2155 l J 2610 1170' lot Max { 20 3080 { 3125 11950 HD4101F i HUC410 14 I3-9/16I 8-13/16 I2-12I _ Mln 1 Ma l 1420 � 116du f i� 2155124301 zfi701:"117➢ 10� 30CU'.3475' 3725 1360 HDQ4101F I H000410 1 14 3-SA61 9 3 11.112 - 1 12 I WS3 6 1 W53 I50751-I11---90'I 2975 I fl 131, R7, F32 1) Upfih bads have been Increased 60%for wind orwismic loads; no furter increase shall be permitted. 2)16d sinkers (0.148 dia x 3-1/4' long) maybe used at 0.84 of the table had where I6d commons are specifled.Tals does not apptyto JUS, HM. MUS slantna0 hangers 3) WS3 Wood Suers are IW x 3- long and are Included widt HD➢ hangers 4) RAIIS. 10d nails are 0.148' dia x3' long, 16d nails are 0.162' dia. x 3-12' long. Nev products or updated product INamaton are designated in blue font corrosion Finish ®Stainless Steel E,!Gcld Coat dHDG Wdple Zinc 119 MINIMUM GRADE OF LUMBER 11 : UNLESS SPECIFIED DN ENGINEER'S SEALED DESIDN. APPLY 1}4 'r-PRACE, Box Top L'Na/J 2N4 9YP �f2 SPF.' �Il/{�2 OT Uullof LOICTII OF WED, VALLEY ) ED. SAME SPECIES NI0 OMUE OR BETTER A17ACHEN O011 CIo 2XJ • Olt 2R4 SP 2N OR SPF 1 2 BF DOLIuf VATII II,I DUX ((U,IJD'.rx,R NAILB AT B' BC, Oil DONTINUEUS IATfML DMOINO, % !P /7P EQUALLY SPhCE, NII YEn DAL. VALLEY WEDS VREATER TRV1 7'-0 . W.Dy 2X4 DYP #O of bo(loE MAXIMUTA VALLEY VERTICAL 11EI911T TRAY NOT EXCEED W-0'. (1)'W NAY BE RIPPED FROM A Shin. (PHUREB OR SQUARE) TOP CHORD OF TRUSS BaNGTN VALLEY SEE MUST BE BRACED WITI11 ATTACH EMIT VALLEY 70 EVERY 9UPP0T171NG TND3B. WIRiI PEARLY VIAORED, RATED BIIENTIBRO APPLIED PRIOR 7O VALLEY TRUSS (1') AAUUARD n IOU BOX (O,WO' X 4.0 NMI- I'll IIND. FOR PVRUNS AT 24 Co. oil AS OIRERWISE sPEcinED DN aINCERS' IWED DESION NCn20O�. ASAE 7-)O ��pil T41N0. OR .mow+_ MAN NCIOIN; ENCLOSED DUIIDINU. OY VA LIX TRUSSES USED IN LED OF PUIILIN SPACING AS SPECIFIED Oil EXP. a. DEBIDENCIAI. WIND TO DL-G I'BF. CNCINEERS' DEALER .UESIRN. CUr /p061 xnB O11 (...)ADMQI1AT11 TILE PURUR bPACRIO MR TIMCINS, 111E TOP CDOND or 711E TRUSS lAn0El1 AS REQUIRED IIEli TII Tllk VALLEY IS AIFATVRP ALONG 711E SLOPE OF 711C TOP CIIURU• e'-•o" Max 6'-0"Max SDaaln 20'-0" Max (**)' SUPPORTING TRUSSES AT 24" O.C; MAXIMUN SPACING, -SOUTHEMIN I,— TRUSSFortBPle 007ViPAQ1(I>�S (noa)231-�o'i (++) IANOER SPANS VAT DE DUILT AS LONG AS I VERTICAL IIEI011T DOES NOT MEW 12-11', ,• DOTTOLI CIIOOU AIRY DE 3QUA11E OR PIVAIED CUT AS 311D1YN. 4911ME CUT (+1)TOE Il nuunflDttRM J1NQR9VAL/--� ( on cur BROAD%2e D II P: STUB EWD VERTICAL CI E•— ri I I relpommly of Iwe B 110c0np Ilarwa eta care II OPTIONAL HIP JOINT DETAIL 10T, TO LL 20 20 PSF To DL 10' 1s list" BC DL 10 10 PSF DO LL 00 oil PSF TOTAL LOAD 40 46 PSF 0111 q1 FMD3 1.25 1.25 c p SPF 01 o HF SP N DFL > o SPF HF w o n SP (9 DFL SPF CE L :2i N SP DFL a I'll"N.Sctl1 0 ��•I�IC�' FE:Dd T [DeAcE,A� d MPH WIND SPEED MEAN HEIGHT ENCLOSED I=9.25 E)CPOSURE O E L CE T C 20 CE 1 OIW:Er Oracing Group plows No ©roucp Croup A Croup C Croup A Orpup N Croup A Croup C Croup A Cruup U L'ruup n Oroup U I RO p�A°� m vADLE TNUSS DETNL NTdIT-'UI _ UVE LDAD DEFLE4TIONa5CRRITERIA Is IJ2dop- CONIIp11JOUS HE KINU+ (0 PBF 1Cumn OUIFM UCAO)• m UAroF END SUPPORJB VAO FROM 4'—U• ODM1OOICERS'WI IE—u bWnK%Nu,OX IT• PLYWOOD OYEIII ma. A IICII EACN OMCE Wmi lad NnRS. r F011EtN11 L' OMCE SPACE NAILS AT 2" no. I,.in' 1) I'L' urWE5I SPADE AIR 4 EN 1S AT 3 DEEN C, •I 10 Em ZONES AND 0' DO. 11MIEEII ZONES. h1EMuRACitNEU]d MUST BE A MINIMUM OF 009 Or IYEO 1 REELER TO CHART A CVE pFOR MAX CAULE VERTICAL 1-E149TH \h/ cl r - r-e T d-'T C-;:) FralCon bruclny Il not Ilia Bapane@IIVy of Who daelgnor, plulo nor Inca lolelcilor, penone enu119 Imnav me aaullomd In lai ... n... i—i— rldch 1. nlhmn mnVlrad to PI T1AO Pl TE sIZ.9 VE IM NO UP O EBB TI 4—Il 1M OII 2" LESS 111AN 11'-10•U', OUT 2114 u MIER r I 1 —n RAn4 pVJ( SFU E ANO IIEEL I'l,fM,91u SOUTHERN =F.,t a damY ainv �aling nlnVan; and pPllmanlnl bmtinv 11911 In% lagmnu m DIvlslon oppecho hppfleallonl. Soe 'VCSFCI ionmomy 1ho11 Commenlmy and men111me1r TRUSS HI Imo , duVopl 11r Iimldnng, Indapng k 6lodnI molol PI1h nn0etlhd howl (Ranh OPI) Mandmun Tabnl Load CO PSF L ]4851 l6ceded and fmlmad In fiat ned In o Might andCOMPANII=S 2)404-4Inopp pp pp y SPACING A7 2M1" C.c. p—O01 D epeem.d nII VmNLuln adulgn. Zuni lrliav bealW nldledY1111hr.malR blh tm1 dudug . rmvon In Imnl d 1. rp6c�al F"igg Etgk� MINIMUM GRADE OF LUMBER Tvp CL"N 2x4 SYP 82 yr Letter Ball ChoN 2x4 SYP #2 or better WeLx 2x4 SYP �I3 or Letter REFER 70 5FALM DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' GC MAX. TOP AND BOTTOM CRDRD SPLICES MUST DE STAGGERED 50 THAT ONE SPUCE 15 NOT DIREGILY MIT ANOTHER. ATTACH PVAUNS TO qTOP OFpFLAT TOP CHORD. IF PIOOYMCK LIMY DEDAPPMIIm ➢tNFA41II 7D1IE lop CI�ogO OF SUppURT1NOUT�U55. REFER TO EAOINEER'S SEALED DESIGN FOR REQUIRED PUnLIN SPACING. THIS� ��DE�TTAFIL IS APPLICABLE FOR TILE FOLLOYSNO WIND CONDITIONS! JUa-6_MPII WIND, Jo' MEAN IDOL ASCE 7.10 CLOSED OLDO. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST - UNT It O(P C, WIND TO DI,•O PSF. WIND no DL- PSr 14" LIPID WIND. 30' MEAN HOT. 1G ENCLOSED BLUD. LOCATED AWWNFRpE C2INo 1100F WIND To DL-S PSF. WIND DC UL-G Pair. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'D" NO BRACING 10 "T" BRACE. SAME GRADE' Sp11iE5 AS WEB 7'0" TO 10' MEMBER, OR BETTER ANO 00. LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 "T" DRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND BOr. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" D/C. ?P AT IYAt:n VIGOT JALat YIN IN 0`x5x1/2CDx PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES ® '4'-0" O.C. MAX. JOINT SPANS Up TO TYPE 30' 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 0 4x6 5x6 5x6 5x6 C 1.5x3 'I.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 W cE r— a--, T r—r !Z;p Erection bracing Is not flat r sponsUly of Inur deslgney plate munufaclurar nor bun IubdcolaT; penons ereaft,y Irma am cautioned to seek prarl"frool addce re90A eredlon bracing Xldch h cleave requlted In prevail toppling and daminainq doling emcllon; and pemmnent bladnq which may be required In spedfC appllc011011L See USI—DI Sum mary sheel Commentary and recommen— dollolo for IumdGng, beloWng & bmcing m,lnl pivle colmecled wood hunei (R'I} TmnO on to be elected and roamed In featured In a sbolglil and plumb pai ilia" no rheaN Is oppGed dkorlly to The lop chards, IhoT shoo be braced m slacillod on LID Iran Vatic. Tm as dwg be handle with mnonable core doing 'eucl o to Don't d"gc " TIC C Maxlmun Loading 55psf ut 1.33 Durullun Fuclor 50peI ut 1.25 Duration Fuclor 47psf at 1.15 Duration Fuclor SPACING AT 24" O.C. L-BRACE DETAIL ng Pattern .ail Size . �N2ff Spacing10d a-o.c.1o"d m 8" o.c. entire length of L-Brace. 's Nail to Both Plies). 1 u �\ Web L-Brace must be same species grade (or better) as web member, ENote::L-Bracing to be :acticcal. when continuousl brcing iL-bracecover 90.Yeb length' L__L-Brace Size for On= Pty Truss Specified Continuous Rows of Lateal Bracing Web S¢e 1 2 2x3 or 2x4 1x4 ^* 2x6 I 1x6 ^• 2x8 28 I •.,• ^' DIRECT SUSSTirU n0N NOT APLICABI L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 20 or 2x4 2x4 2x6 y� 2z3 2x8 ^- DIRECT SUBSTITUTION NOT APUCAaLE SCAB -BRACE DETAIL Note: Scab -Bracing to be used when continuous I ral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +1- B". ' THIS DETAIL IS NOT.APLICA.BLE WHEN BRACING IS — REQUiREDAT'113-POINis OR I -BRACE IS'SPEGIFiED:•' '. APPLY 2x SCAB TO ONE FACE OF WEB WITH 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. ' ' W MAXIMUM WEB AXIAL FORCE 2500 Ibs MAXIMUM WEB LENGTH=12'-0" scAs eRFcE 2x4 MINIMUM WEB SIZE• MINIMUM WEB GRADE OF=3 Nails Section DeteO ® r Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / 1-13RACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / ]-Brace must cover 90 % of web length. Note: This detail NOT to be used to cdriJert T-Brace / ['Brace . webs to continuous lateral braced webs. Nailing Pattern T-Brace size NaiIS¢e INailSpacing 1x4 or US 10d 1 8" o.c. 2x4 or 2:6 or 2x8 16d 1 8" O.C. Note: Nail along entire ength of•.T-Brace l I -Brace (On Two-Plys Nail to Both Plies) . . alternate position SPACING r;• Nails Section Detail S T-Brace Web alternate position Nails \ Web I -Brace Na•Is/ T-BRACE Brace Size for One -Ply Truss Specified Continuous Rows of Were] Bracing Web Size' " I 1 I 2' r 2x4 1 x4 (') T-BraceL1x4 (') I -Brace n'o 6 ix6 (') T-Braceja6 I -Brace 8 I2x8 T-Brace las I -Brace Brace Size for Two -Ply Truss FSped�fffeLd Continuous ws oateral Bracing Web Sze 1 I 2' W or 2x4 I2x4 T-Brace 12x4 I -Brace 2x6 2x6 T-Brace 12x6 I -Brace 2x8 12x8 T-Brace 2xB I -Brace T-Brace / ]-Brace must be same species and grade (or better) as web member. (7 NOTE If SP webs are used in the truss,1x4 or 1x6 SP braces must be stress vied boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to nE w th 1X bracing material, use IND 45 forT-BraC_-A-Bracq For SP truss lumber grades up to *1 with 1X braang material, use IND 55 for T-Bracm Brace Job Truss Truss Type Qty Ply Renton-Jem-Mission Al Roof Special 1 1 Job Reference (optional) Soulhem Truss, Ft. Pierce, FL., 34951 Scale = 1:82.9 Run: 8,31 S Aug 132019 Punk 8.310 SAug 132019 MTek Industries, Inc. Thu Jan 3010:31:05 Page: 1 ID:rknG6g8FFzlf8HuIjMFxjByPcIA.UDmLMFzW SYHOSvgr8r504dsrH194SN7YDnd0ZfzgCd6 2-0a 5149 52-6 Ste-16 ]-0J ]-W 510.2 ]•1-] e- .g2-0-0 31-M 44- 1Z1� Stag 5+1 59-3 52-13 9- ]d3 .. 3 S1-0 1-]-6 3�4-11 3.2d J 0. 7 q Plate Offsets (X, Y): [11:0-2-B,Edge], [19:0-6-4,Edge], [21:D-54,0-1-8], [28:0-2-2,0-1-0], [30:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 Cal DEF. in (too) /dell L/d PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.32 18-19 >999 240 MT20 244/190 TCDL } 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.64 18-19 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.28 11 nia rda BCDL 10.0 Cade FBC2017/TP12014 Matrix-S Weight: 2981b FT=10% LUMBER TOP CHORD Zx4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP M 31. B2,F2:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 13-12 oc bracing. Except: 7-2-0 oc bracing: 13-15, 11-13 WEBS 1 Row at midpt 5-18. 6-16. 7-16, 8-16 JOINTS 18mce at Jt(s): 13 REACTIONS(Ib/size) 2=249110-8-0,(min. 0-2-1), 11=2192/0-8-0. (min. 0-2-9) Max Hodz 2=294 (LC 8) Max Uplift 2=-751 (LC 8). 11=-604 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2.3=4161/1145, 34=4563/1290, 4-5=-4442/1311, 5-6=-3442/994, 6-7=-2487/750, 7-8=2488/779, 8-9=-3140/831, 9-10=3511/937, 10-11=3738/930 BOT CHORD 2-32=1170/3591, 21-32=-1170/3591, 5-19=242/877, 18-19=-1196/4029, 17-18=-776/3006, 16-17=-776/3006, 15-16=509/2717, 14-15=-677/3187, 13-14=-677/3187, 11-13=677/3187 WEBS 3-21=-705/277, 19-21=-1178/3604, 3-19=21/602, 5-18=1259/516, 6-18=-228/858, 6-16=-1270/569, 7-16=-47 1 /1665, 8-16=-874/432, 8-15=-72/483, 9-15=-558/292, 9-13=0/296 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; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 751 Ib uplift at joint 2 and 604 lb uplift at joint 11. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 342 to down and 149 lb up at 3-1-13 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: 1-7=70, 7-12=40, 2-20=20, 11-19=-20 Concentrated Loads (Ib) Vert: 32=-342 y x i � ( ! DF 79f19Z1 �.Y. o STA bF f //// SS/O CIA �M�NG \\\� Job Truss Truss Type Qty PIy Renton-Jem-Mission A2 Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 - Run: 8.31 S Aug 13 2019 Print: 8,310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:05 Page: 1 ID:1BXhE6DJyVWRw7GMB3pPhyPcN7-0ct5nx_m_AX6hCpDGGUs92%HCorVwG2rg56xdVzgCd4 2-t9 e-0.5 6-&II 63.14 2-0-0 62-15 61-3 3A-3 14-1 Sx5= 54, 1i 5s 9a 9 6 a 3.6. 9 3%6n 3 5$ 3x4. 10 6 4xsa pxr1 1z W. Be qpa 9 93 + 1 x5v 18 Lox 4%6=� 5 20 19 3x5= 3x= 3%5= 4xb= 5X5x5v 3%4% 3Wv3x5r aU3 tt,22 B41a i-0-0 Bi-tle &3-15 2-11f 1t Scale = 1:80.1 Plate Offsets (X, Y):[6:0-2-8,0-2-0],[7:0-3-0,0-2-8],[8:0-2-9,0-1-8],[13:Edge,0-3-8],[15:0-2-12.Edge],[16:0-3-0,0-3-0],[18:0-2-8.0.2-01,[25:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEL in "oc) Veal Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.36 21-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.69 21-22 >774 180 BCLL 0.0 Rep Stress Incr YES VI 0.84 Horz(CT) 0.33 13 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 292 lb FT=10% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP M 31 'Except' T3:2x4 SP No.2 bearing plate capable of withstanding 617lb uplift at joint BOT CHORD 2x4 SP No.2 *Except* 36:20 SP No.3 2 and 5191b uplift at joint 13. WEBS 2x4 SP N0.3 *Except' W10:2x4 SP No.2 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. WEBS 1 Raw at midpt 5-21, 8-20, 8-16 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 13=2006/ Mechanical, (min. 0-1-8) Max Hertz 2=300 (LC 8) Max Uplift 2=-617 (LC 8), 13=519 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3748/957, 34=3115/837, 4-5=-2925/864, 5-6=2314/681, 6=7=-1 949/674. 7-8=23161701, 8-9=-3881/1261, 9-10=4109/1241, 10-11=4095/1074, 11-12=-36141924, 12-13=1945/512 BOT CHORD 2-24=-993/3208, 23,24=-993/3208, 22-23=-993/3208, 21-22=-738/2698, 20-21=357/1949, 19-20=469/2423, 18-19=469/2423, 17-18=38/265, 10-16=445/338, 15-16=815/3312 WEBS 3-24=0/298, 3-22=595/297, 5-22=-97/565, 5-21 =-1 050/512, 6-21 =-1 76/674, 7-20=-183/620, 8-20=-728/420, 16-18=-439Y2194,8-16=-567/1426, 11 -1 6=-1 15/387, 12-15=-766/3047 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.Opsh h=16ft; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This Wss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) Refer to girV(s) for truss to truss connections. (; PE A051 /-1 \ -O t STA F yf 's/aNAL R 10 Job Truss Truss Type Oty Ply Renton-Jem-Mission A3 Hip 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Pdnb 8.310 S Aug 13 2019 l4nek Industries, Inc. Thu Jan 30 10:31:06 Page:1 ID:Tg7DOML9BmOrtm_W_NhJs5yPWJ Qct5nx mf X6hCpDGGUs92xB5osewGtg56XdYzgCd4 2-1-9 7-S9 6-}7 )J-0 5-ee 7-2-15 "7 - i 3 5i7= 5x5= S IN 7112 5AA 7-0 11 7-2-15 Scale = 1:80.1 Plate Offsets (X, Y): [6:0-54,0-2-8), [7:0-2-8,0-24], [8:0-3-9,0-1-12], [13:Edge,0-3-8], [15:0-2-12,Edge], [16:0-2-8,0-3-0], [18:0-2-8,0-1-12], [22:0-2.4,Edge], [25:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.21 21-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.49 21-23 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.85 Horz(CT) 0.34 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 297 lb FT=10% LUMBER 6) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 SP No.2 *Except T2,T1:2x4 SP M 31 7) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 SP No.2'Fxcept B6:2x4 SP No.3 bearing plate capable of withstanding 602 lb uplift at joint WEBS 2x4 SP No.3'Except• W11:2x4 SP No.2 2 and 502lb uplift at joint 13. BRACING LOAD CASE(S) Standard - TOP CHORD Structural wood sheathing directly applied, ' except end verticals. BOT CHORD Rigid ceiling directly applied or 2-241,oc bracing. WEBS 1 Row at midpt 5-21. 6-20. 8-20 REACTIONS (lb/size) 2=218310-8-0.(min. 0.2-9), 13=20061 Mechanical, (min. 0-1-8) Max Horiz 2=282 (LC 8) Max Uplift 2=602 (LC 8), 13=502 (LC 9) FORCES (lb) -Max. Comp./Max. Ten. - At forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3771/937, 3.4=3185/820, 4-5=-3007/846, 5-6=2494/692, 6-7=2056/657, 7-8=2429/661, 8-9=-3853/1184, 9-10=-4053/1166, 1 0-11=A077/1025,11-12=-3648/907. 12-13=-1936/493 BOTCHORD 2-24=963/3232, 23-24=-963/3232, 22-23=-721/2764, 21-22=-721/2764, 20-21=-405/2130, 19-20=-458/2438, 18-19=-458/2438, 17-18=46/259, 10-16=3721291, 15-16=820/3398 WEBS 3-24=0/282, 3-23=-557/282, 5-23=-75/503, 5-21=884/437, 6-21=-233/735, 6-20=310/148,7-20=-157/620, 8-20=559/347,8-18= 309/169, 16-18=A22/2227, 8-16=-520/1384, 11-16=-63/265; 12-15=-755/3084 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.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 pat bottom chord live load nonconcurent with any other live loads. PE 7V051 I�1 -0 I\ STA F 3 Job Truss Truss Type Qty Ply Renton -Jam -Mission A4 Hip - 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MITek Industries, Inc. Thu Jan 3010:31:06 Page:1 ID:Rf7pwMONhOYRbLIZQzgenyPCGg-uoRT_H70ITfzJMOPpz75iFUPzCD7fn% Ns5A_zgCd3 — 2-t94 I rr&5 I 61-131 6.1-13 1 SDO 1 2 61-13 6-1-13 1 3-10-5 1 Ha I tP I tft' I ln' I AS111-04 I Scale = 1:78.4 Plate Offsets (X, Y): [4:0-2-8,Edge],[6:0-2-8,0-2-4],[8:0.2-8,0-24],[13:0-2-8,0-2-12],[20:0-2-2,0-1-0] , Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) I/dell Ud PLATES GRIP TCLL (rood 1 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.18 2-19 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.44 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 HoR(CT) 0.15 13 We his BCDL 10.0 Code FBC2017/TPI2014 Mat(x-S Weight: 2741b FT=10% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of wifhstanding 586 lb uplift atjoint BOTCHORD 2x4 SP M 31 'Except' B3:2x4 SP No.2 2 and 4841b uplift at joint 13. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. BOTCHORD Rigid calling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-16, 11-13 REACTIONS (lb/size) 2=218310-8-0. (min. 0-1-13), 13=2006/ Mechanical, (min. 0.1-8) Max Horiz 2=264 (LC 8) Max Uplift 2=-586 (LC 8). 13=484 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3760/937, 3-0=3466/858, 4>5=-3457/886, 5-6=2673/699, 6-7=-2306/683, 7-8=2192/637, 8.9=.2547/649, 9-10=-2528/683, 10-11=2705/668 BOTCHORD 2-19=956/3231, 18-19=711/2812, 17-18=-71112812, 16-17=-424/2341, 15-16=-454/2416, 14-15=454/2416, ' 13-14=48212028 WEBS 3-19=320/282, 5-19=-116/542, ' 5-17=-747/406, 6-17=-154f789, 7-17=-262/210, 7-16=-470/244, 8-16=152/736, 9-16=372/314, 11-14=-38/454,11-13=-2680/650 N)OTES U balanced roof live loads have been considered for this E j C' NSF ♦�%- �i ♦Y design. 2) Wind:ASQE124m h: T DL=5. psf, B (DL=S. p gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. - / 1 PE 7V051 / -DD 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); V t-- I Lumber DOL=1.60 plate grip DOL=1.60 t 1 3) Provide adequate drainage to prevent water ponding. — -O 1♦ STA F y )� / 4 All plates are MT20 plates unless otherwise indicated. P P ♦ 0�. 5) This truss has been designed fora 10.0 psf bottom // 4 0RID chord live load nonconcument with any other live loads. 6) Refer to girder(s) for truss to truss connections. S10 NAi'�N \\\\\ LA Job Truss Truss Type Qty Ply Renton-Jem-Mission AS Hip 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:06 Page: 1 -- —"' ID: 2shMj3nLb9VeoTgHhngLyPcD7-uoRT H401TWMOPpzt5iFUPeCDgf A_vlsSA zgCd3 2-1-9 8.9d 9-2-02 I-0-0 ]-0-0 a-2-4 Sitd s.s. b4n s e. I,.. M-4 ad-8 Sta4 Sted B+e Stl-0 Scale = 1:78A Plate Offsets (X, Y):[5:0-6-0,0-2-8],[7:0-6-0,0-2-8],[10:Edge,0-3-8],]11:42-8,0-1-12],[18:0-2-2,0-1-0] Loading (psl) Spacing 2-0-0 CSI DEFL in (too) Vdefl L/d PLATES GRIP TCLL (root) 20.0 Plate Gdp DOL 1.25 TC 0.80 Vert(LL) -0.16 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.38 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES 11 0.91 Horz(CT) 0.15 10 We We BCDL 10.0 Code FBC2017/TP12014 Matriz-S Weight: 264 lb FT=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP M 31 `Except' T3:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except- B1:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 8-12 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-1-13), 10=2006/ Mechanical, (min. 0-1-8) Max Hartz 2=245 (LC 8) Max Uplift 2=567 (LC 8), 10=463 (LC 9) FORCES (lb)- Max. CompJMax. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-3737/835, 3-4=-3493/860, 4-5=-2903/683, 5-6=-2651/6B4, 6+7=-2651/684,7-8=2700/614, 8-9=-2738/633, 9-10=A955/482 BOT CHORD 2-17=-B44/3197, 16-17=-844/3197, 15-16=-844/3197, 14-15=542/2478, 13-14=396/2293, 12-13=-396/2293, 11-12=-501/2389 WEBS 4-17=0/370,4-15=-831/432, 5-15=-126/604, 5A,1=231/444, 6-14=537/315. 7-14=277/694, 7-12=421355. 8-12=-214/256, 8-11=467/208, 9-11=-497/2398 NOTES 1) Unbalanced roof live loads have been considered for this design. \ 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) \ V F L— Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat _� II;ExpD.,GCpi=0.1&MWFRS (envelope); ! PE 7�10G* b _ LumberrDOLOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. t 1 5) This truss has been designed for a 10.0 psi bottom i 1x STA F / chord live load nonconcurrent with any other live loads. �� �` F I •� �dC/ 6) Refer to girder(s) for truss to truss connections. OR]p_ ---'-7r-Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 567lb uplift at joint /// `S`S�ONAL 2 and 463lb uplift at joint 10. 5 Job Truss Truss Type Qty Ply Renton-Jem-Mission A6 Hip 1 1 Job Reference(optionap awmem I mss, n, nan e, "., aaual Ren: 5.31 5 Aug 13 ZUlU VnnC 6.310 5 Aug 132019 rJ,ITek IRc ustnes, Inc. Thu Jan 30 10:31:06 Page: t ID:75kSEvHWoMJf4ShhHUEIQYPcBR-uoRT H7OITfzJMOPpz?5iFUT1CCkfiV_Ns5A_zgCd3 l 41_94, ¢Tstd I 5x 3s5• 34= US- fry )Ad T-0-B a-10d - 8-00-0 it4-11d Scale =1:78A Plate Offsets (X. Y):[5:0-2-8,0-2-4],[9:0-2-8,0-2.4],[12:0-2-8,0-1-8],[13:0-2-0,0-2-0],[20:0-2-2,0-1-0] Loading (pat) Spacing 2-0-0 CSI DEFL in (loc) "de' L/d PLATES GRIP TCLL (roof) } 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.19 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.47 16-18 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.89 Horz(CT) 1 0.17 12 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-S Weight: 262111 FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except* T3,T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-16, 8-14 REACTIONS (Ib/size) 2=2183/0-8-0, (min. 0.2-9). 12=2006/ Mechanical, (min. 0.1-8) Max Horiz 2=227 (LC 8) Max Uplift 2=-547 (LC 8), 12=-440 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=.3771/814, 3-4=3556/836, 4-5=-3069/781; 5-6=2650/746, 6.7=-2954/799, 7-8=2954/799, 8-9=-2383/668, 9-10=-2771/691, 10-11=-2591/582, 11-12=-19611455 BOTCHORD 2-19=-830/3235,18-19=830/3235, 17-18=748/2964, 16-17=-748/2964, 15-16=-691/2873, 14-15=-691/2873, 13-14=-479/2269 WEBS 4-19=0/310, 4-18=-686/373, 5-18=147/887, 6-18=444/304, 8-16=27/295, 8-14=896/355, 9-14=-140f749, 10-14=-126/283, 10-13=-592/217, 11-13=49212326 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; 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 nonwncunent 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 547 lb uplift at joint 2 and 440lb uplift atjoint 12. LOAD CASE(S) Standard (0 Job Truss Truss Type City Ply Renton-Jem-Mission A7 Hip 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL, 34951 Run: 8.31 S Aug 132019 Print 8.310 S Aug 132019 MiTek Industies, Inc. Thu Jan 3010:31:06 Page:1 - _ ID:0y5gLX89rSg518yWn6ecyPa u.RT_H?OITWMOPpz75iFUOsCDpfi6 Ns5A_zgCd3 2-1.9 694 62L2 7-0-9 7-2-13 ]-0-9 0-2d2 1 111-0 6-9-0 B-0d 7-2-13 7-2-13 7-243 fi-0-0 111-0 Scale = 1.78.4 Plate Offsets (X, Y):[3:0-2-8,0-3-0],[4:0-5-4,0-2-8],[8:0-5-4,0-2-8],[11:0-2-12,0-1-8],[12:0-3-4,0-1-8],[20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL(roof) i 20.0 Plate Grip DOL 1.25 TO 0.85 Vert(LL) 0.25 15-16 -999 240 MT20 244M90 TCOL t 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.52 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 261 lb FT=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 `Except' T3,T4:2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-0 oc bracing. REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 11=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=208 (LC 8) Max Uplift 2=-524 (LC 8). 11=475 (LC 4) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3803/918, 34=3229/885, 4-5=-3437/1026, 5.6=-3437/1026, 6-7=-3437/1026,7-8=-3310/966, 8.9=-2807/761, 9-10=-2383/587, 10-11=-1968/485 BOTCHORD 2-19=-893/3267,18-19=-893/3267, 17-18=-751/2802, 16-17=-751/2802. 15-16=-878/3310, 14-15=-54112419. 13-14=-541/2419,12-13=-493/2095 WEBS 3-19=0/265, 3-18=-542/3D7, 4-18=79/476, 4-16=381/963, 5-16=542/312, 7-15=699/372, 8-15=451/1270, 9-1 3=1 79/486, 9-12=737/254, ES 10-12=-522/2218 1) TUnbalanced roof live loads have been considered for this 2) Wind: ASCE7-10;Vul1=160mph(3-second gust) \\�� GENg���'e�L Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. = v II; Exp C; Encl., GCpl-0.18; MWFRS (envelope); / PE 7 051 It Lumber OOL=1.60 plate gnp DOL=1.60 — 1 —DD I 3) Provide adequate drainage to prevent water ponding. — V �. 4) All plates are MT20 plates unless otherwise Indicated. I./ 5) This truss has been designed fora 10.0 psf bottom i t` STrA F 14 chord live load nonconcunentwith any other live loads. �O I • 6) Refer to girder(s) for truss to truss connections. ,n �`�QR)p 7) Provide mechanical connection (by others) of truss to \ bearing plate capable of withstanding 524lb uplift at joint // S'SJ LNG \\\ •� 2and4751bupilhat Jointll. - //////�Np.l Job Truss Truss Type Oty Ply Renton-Jem-Mission A8 Common 1 1 Job Reference (optional) 5oumem Truss. FL Pierce. FL. 34951 _ _ Run: 8.31 5 Aug 13 2019 Part 8.310 5 Aug 13 2019 MITek Industries, Inc. Thu Jan 31110:31:06 Page: i ID:2BPo9Hceo7X9mUYksFRyvdyPCT7-uoRT H?OITfzJIdOPpz?51FUVICBF(� Ns5A_zgC r----. isn I 'soa I �e0 i 12- Fs I sw I zae s,s= 4.e- Scale =1:67 3i &6 ab5 5 &113 6313 &313 0.47 Plate Offsets (X, Y): [2:0-3-B,Edge],[11:0-2-0,0-2-12],[13:0-2-10,Edge],[18:0-2-2,0-1-0] Loading (psf) TOLL (roof) i 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rFPI2014 CSI TC 0.41 BC 0.97 WB 0.88 Matrix-S DEFL in (Joe) Ven(LL) .0.14 2-17 1 Vert(CT) -0.33 2-17 Horz(CT) 0.11 11 Udefl Ud >999 240 >999 180 We n1a PLATES GRIP MT20 244/190 Weight: 2251b FT=10% LUMBER TOP CHORD 2x4 SP M 31 *Except* T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS (lb/size) 2=1849/0-B-0,1(min. 0-2-3), 11=167010-5-9, (min. 0.2-0) Max Hertz 2=313 (LC 8) Max Uplift 2=536 (LC 8). 11=427 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 , (lb) or less except when shown. TOP CHORD 2-3=-2995/791, 3-0=2800/825, 4-5=-2628/850, 5-6=2094/688, 6-7=-1890/606, 7-8=1373/467, , 8-9=-15441462 BOTCHORD 2-17=-864/2534, 16-17=-649/2109, 15-16=-64912109, 14-15=-308/1442, 13-14=364/1662, 12-13=-364/1662, 11-12=-266/1064 WEBS 6.14=-201/444, 7-14=-273/310, 7-12=621/186, 9-12=871692, 6-15=341/884, 5-15=754/455, 5-17=207/570, 3-17=-309/274, 9-11=-1907/477 NOTES 1) Unbalanced roof live loads have been for this considered design. 2) Wind: ASCE 7-10: Vult=160mph(3-second gust) ���,\GEN&F����/i Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp Q Encl., GCpi=0.18; MWFRS (envelope); / PE 7 051 t Lumber 60L=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 1 -0 ik STA F 4) Provide mechanical connection (by others) of truss to i / "4 /i(/ bearing plate capable of withstanding 5361b uplift at joint 2 and 42716 uplift at joint 11. i�0 �` �'•2 _._-. a-.�-. / 4 0R)p``��,, \� LOAD CASE(S) Standard _ /S//0IIAI(NG\\\\\ I Job Truss Truss Type Oly Ply Renton-Jem-Mission A9 Common 2 1 Job Reference (optional) Sou_t_h_em Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Pant: 8.310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:07 Page; 1 ID:CARybkEF7uE7Bv_aanCwmnyPby7-N71rCc00WnngxWzcNhWKETOW0cxU09v87PbeiRNCd2 2de I 7-3.t1 i •6.0.3 ] 7MD-2 I L10.2 I 6M I 2M1 I 5x5= 6 Scale =1:66.6 I &61&Y13 6-3-t3 B3t3 3d-5 I Plate Offsets (X, Y): [2:0-3-8,Edge], [11:0-2-0,0-2-8], [18:0-2-2,0-1-0) Loading (pat) Spacing 2-0-0 CSI DEL in (lot) I/deft L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.99 Ven(LL) -0.15 2-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.35 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES 11 0.88 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-S Weight: 223 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T1,T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing dlrectiy applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 1 Row at mldpt 7-12 REACTIONS (Ib/size) 2=1824/0-8-0, (min. 0-2-2), ll=1645/0-8-0,(min. 0-1-15) Max Horiz 2=321 (LC 8) Max Uplift 2=-530 (LC 8), 11=-418 (LC 9) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2945/779, 3-4=2749/814, 4-5=-2578/838, 5-6=20411675, 67=1811/583,7-8=-1171/407, 8-9=-13421402 BOTCHORD 2-17=-862/2490,16-17=-647/2063, 15-16=647/2063, 14-15=-306/1395, 13-14=348M560, 12-13=-348/1560, 11-12=-214/840 WEBS 6-14=-182/389, 7-14=.215/290, 7-12=759I219, 9-12=-117/813, 6-15=341/884, 5-15=754/455, 5-17=-208/573, 3-17=-309/274, 9-11=A812/460 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=1¢Omph (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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 530lb uplift aljoint r 2 and 418 lb uplift at joint 11. LOAD CASE(S) Standard \���\�AN,_M_I f PE 7_051 �1 -0 1 STA F y r. G S/ONAi'EN��\\ 8 Job Truss Truss Type Qty Ply Renton-Jem-Mission A10 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 13 2019 IATek Industries, Inc. Thu Jan 3010:31:1T Page: 1 ID:XNoPGPxRj5L7V RTxhOhl5yPbY.N97rCc00WnngxWuNhWKETOXDWnO9187PbeiRrgCd2 Q-0 l 2-1.8 )d11 •6-0.3c t >d0.2 )-108 l Flt-8 1-bB 5.5. 3x6- _-- NOP2x STP Scale=1:66.9 ' ' - n 93d )-8-14 B-ail i Bd-13 i 3-E-5 Plate Offsets (X, Y):[11:0-2-0,0-2-8),[18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(L-) -0.15 2-17 >999 240 MT20 2441190 ' TCDL 15.0 Lumber DOL 1.25 BC 1 0.76 Vert(CT) -0.36 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Hom(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC20171fP12014 Matdx-S Weight: 223 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 *Except' T2:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B7:2x4 SP M 31 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 7-3-1 oc bracing. WEBS 1Row at midpt 8-12 REACTIONS (Ib/size) 2=1824/0-8-0, (min. 0-1-8). 11=1645/0-8-0,(min. 01-15) Max Horiz 2=338 (LC 8) Max Uplift 2=-529 (LC 8). 11=-420 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2934/782, 3.4=26981780, - 4-5=-2527/804, 6-6=2039/673, 6-7=-1683/579, 7-8=-1817/547, 8-9=-1327/358 BOTCHORD 2-17=-881/2480,16-17=-660/2066, 15-16=660/2066, 14-15=-319/1393, 13-14=-362/1566, 12-13=-362/1566, 11-12=-153/544 WEBS 3-17=-308/270, 5-17=-179/541, 5-15=765/453, 6-Z5 344/894, 6-14=-180/398, 8-14=-222/290, 8-12=-815/251, 9-12=d66/983, 9-11=-1766/497 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 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 420lb uplift at joint Tt and 529 to uplift at joint 2. - LOAD CASE(S) Standard _\GE M B 'N f PE M51 /11 -o t STAq F y 42:- AL Job Truss Truss Type Oty Ply RentonJem-Mission All Roof Special 1 1 Job Reference (optional) Southem Truss, Fl. Pierce, FL, 34951 Run: 8,31 S Aug 132019 Print: 8.310 SAug 13 20191017ek Industries, Inc. Thu Jan 3010:31:D7 Page: 1 ID:06[IXWIiKTm2m9UbwlA yPb10-N77rCcLOWmgxWzcNhWKETOXhTSB09187PbeiR gCd2 i z4w I zalt i �so3� I inn¢ i 72,1012 I ani% i-z-a 5x5= 4x6= NOP2X STP Scala = 1:66.6 - - - 21 La-14 63-12 8-9F 3-0-t2 Plate Oftsets(X, Y):[10:0-2-8,0-1-0],[11:0-1-8,0-2-0], [17:0-2-2,0-1-0] , Loading (psf) TCLL (roof) 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI TC 0.93 BC 0.80 WB 0.89 Matrix-S DEFL in (foe) Vert(LL) -0.15 2-16 Vert(CT) -0.36 2-16 Horz(CT) 0.09 10 Well L/d >999 240 >999 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 227 Re FT=10% LUMBER TOP CHORD 2X4 SP M 31 *Except' T4,T1:2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' B1:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, ' except end verticals. BOTCHORD Rigid ceiling directly applied or 7-1-7 oc • bracing. WEBS 1 Row at midpl 7-11 REACTIONS (lb/size) 2=1824/0-B-0, (min. 0-1-8). , 10=1645/0-8-0,(min. 0-1-15) Max Horiz 2=370 (LC 8) Max Uplift 2=-525 (LC 8). 10=-425 (LC 9) FORCES (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2934/775, 34=2699/773, 4-5=-2527/798, 5-6=-2039/666, 6-7=-18101556, 7-8=-1228/343, 8-9=-1044/246, 9-1 0=-1 6411418 BOT CHORD 2-16=-907/2480, 15-16=-585/2066, 14-15=685/2065, 13-14=-346/1395, 12-13=382/1556, 11-12=38211556 WEBS 3-16=-309/271, 5-16=-179/543, 5-14=-763/451, 6-14=-343/880, 6-13=158/390, 7-13=-207/269, 7-11=-810/251, 8-11=-753/270, 9-11=-432/1852 NOTES 1) considered roof live loads have been nslderetl for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) \, 6Z- %- Vasd=124mph; TCDL=5.Ops1; BCDL=5.Opsf; h=16ft; Cat. \ i F �\ II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 _� i / PE 7 0. \ 3) Provide adequate drainage to prevent water _ / x; 4) All plates are MT20 plates unless otherwise indicated. Indicated. _ V �,,.. � I 5) This truss has been designed for a 10.0 psf bottom "9 \\ STAJ F j chord live load nonconcurrent with any other live loads. Pp 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 425 lb uplift at joint �\ I •� �4C/ plate 10 and 525 lb uplift at joint 2. \� NG S'/ONA LOAD CASE(S) ,Standard �\\ I I Job Truss Truss Type Oty ply Renton-Jem-Mission Al2 Roof Special 1 1 Job Reference (optional) southern Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 IdTek Industries, Inc. Thu Jan 3010:31:07 Page:1 ID:sIeROGRyK3JYHg54pXpTYpyPb90-N77rCc00WnngxWzcNhWKETObGcbEOA687PbeRLGCd2 -'- t.n !+ JC 31-2q1 a332-fl-8 1 6-}11 6-]3t I It%-O .O 6]-1 h i 2.511�1-p.0 }1d8 t8d dQ13 3.6- W. 3x6- a 5x8n W. Us, Us, Us- U0 3x4- 4x4u 3x4= NOPU 5TP Scale =1:63.2 a'''r� '-'n-ta mun oa.tn a3an va.a.n F- ea-n i ,6-]a i 7-7a i 7-7.1 i ss.1p }t1-s Plate Offsets (X, Y): [6:0-3-0,0-2-0], [8:0-3-0,0-2-0], [11:0-3-0,0-2-0], [14:0-2-0,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc)/deft Ud PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 19 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.73 1 Vert(CT) -0.30 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.11 14 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 234 lb FT=10% LUMBER 7) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 SP No.2 *Except T1:2x4 SP M 31 8) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 SP No,2 bearing plate capable of withstanding 414lb uplift atjoint WEBS 2x4 SP No.3 14 and 441 lb uplift at Joint 1. SLIDER Left 2x4 SP No.3 - 3-0-2 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 64-7 oc bracing. WEBS 1 Row at midpt 5-18. 9-18 REACTIONS (lb/size) 1=1636/ Mechanical, (min.0-1-8), 14=163610-8-0,(min. 0-1-15) Max Horiz 1=316 (LC 8) Max Uplift 1=-441 (LC 8), 14=-414 (LC 9) FORCES (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-2865/723, 2-3=-2756/745, 3.4=-2355/638, 4-5=2267/655, 5-6=-1692/508, 6-7=1411/513, 7-8=-1411/513, 8-9=-1688/529, 9-10=1738/472, 10-11=857/260, 11-12=.948/258 BOTCHORD 1-21=-86112398, 20-21=-861/2398, 19-20=-861/2398, 18-19=-63312027, 17-18=-341/1558, 16-17=-341/1558, 15-16=-312/1312, 14-15=-87/311 WEBS 3-21=0/254, 3-19=-438/260, 5-19=-55/444, 12-14=-1461/414, 10-15=-1164/295, 12-15=-252/1262, 7-18=-226/854, 5-18=859/425,9-18=-299/228E. 1 ��•1 /j- NOTES \\ i �1G 1) Unbalanced roof live loads have been considered for this design. PE 7V, ti 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) �— 1 1' I Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. tr �- II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); t ) Lumber DOL=1.60 plate grip DOL=1.60 -0 t` STA F / 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. / 0�` �`F� ORIO_ 5) All plates are 3x4 MT20 unless otherwise indicated. - -- - --- �j �` 6) This truss has been designed for a 10.0 psf bottom/f\/qL chord live load nonconcurrent with any other live loads. / Job Truss Truss Type Ply Renton-Jem-Mission A13 Roof Special IQ 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:07 Page:1 - ID:AGkeGMKR24sDwlwHlSoyPb7h-N??rCc00WnngxWzcNhWKETOXMcX00A887PbeiRzgCd2 2SM 7 e 7 staa 6.12 3-1aa e-0-o 58.11 9 1 -0 36A 0b13 5x4- 4x4- 1x4. W. 2.6374-413.8. 3.4- 3n8. 2x4. 2 NOP2x ST d. 4 14 Scale =1:59.9 6-58 2-1-12 1L2 0.-2 S1a-0 7-ie 58-0 Plate Offsets (X. Y):[1:0-3-8,0-3-0],[2:0-3-B4O-2-4],[3:0-2-4,0-2-8],[4:0-2-0,0-2-0],[7:0-2-0,0-1-8],[9:0-2-0,0-1-8],[12:0-6-0,0-3-0],[13:0-1-10,0-0-4],[14:0-3-0,0-1-0] Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL (roOQ } 20.0 Plate Grip DOL 1.25 TC 0.93 Veri(LL) -0.15 12-13 >999 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 1.00 1 Vert(CT) -0.37 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.12 8 We n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 244 lb FT=10% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2'Except' T1:2x4 SP M 31 bearing plate capable of withstanding 374 lb uplift at joint BOT CHORD 2x4 SP No.2 *Except* F2:2x4 SP No.3 8 and 382 lb uplift at Joint 19. WEBS 2x4 SP No.3 *Except* W7:2x4 SP No.2 LOAD CASE(S) Standard OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1Row at midpt 2-12. 3-11, 5-11 REACTIONS (lb/size) 8=1491/0-8-0, (min. 0-1-12), 19=1456/0-5.0,(min. 0-1-8) Max HOriz 19=-172 (LC 9) Max Uplift 8=374 (LC 9). 19=382 (LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-19511481, 2-3=1605/425, 3.4=-12991450,4-5=1535/435, 5-6=-1116/364, 6-7=13231343, 7-8=-1445/393 BOTCHORD 12-13=537/2114,11-12=-251/1339, 10-11=.283/1324, 9-10=-283/1324 WEBS 1-13=-503/2099, 2-13=-578/243, 2-12=-928/347, 3-12=,-47/364, 4-11=-45/326, 6-9=-32/324, 7-9=-254/1289, 5-9=-889/229, 1-19=-1504/399 - NOTES i) Unbalanced roof live loads have been considered for this ' design. \\� N M•B[ ��// 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) \\\ \P Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=lfift; Cat. �\ Q-� v\GENSF•���jji 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); i Lumber DOL=1.60 plate grip DOL=1.60 _� \\ 3) Provide adequate 0plt drainage to prevent water iponding.ndicated. 1 PE 705 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) Bearing at joint(s) 19 considers parallel to grain value i tx STA y using ANSIRPI 1 angle to grain formula. Building -PO designerx` (• - i designer should verify capacity of bearing surface.�\(OR(p \ \ C\ \ �- sS1oNAL- SNG �\\ 15 Job Truss Truss Type Oty Ply Renton-Jem-Mission A14 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., U951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 20 is IdiTek Industries, Inc. Thu Jan 3010:31:08 Page: 7 -TD:/JWw59W69sGGW5nYFcOgdsyPb5J.rBZEPy7fG5vhYgYoxOlZngZhK0uH7eUHM3LEEtgCel d E2-0 2A0-0 210A BQO 5-0-0 u 41- s 12 3,4= axb= 1 � is4e- 7.399 1% 3.0= 3.4- 3B= 3.4- 3.4. $$�5 NOM STP ig Hid 6S0 345 9A8 }By ]-9.4 2-&1 Scale = 1:59.7 Plate Offsets (X, Y):[1:0-3-8,0-3-0],[3:0-5-0,0-2-0].16:0-2-4,0-2-01,[8:0-0-3,0-2-4],[9:0-6-0,0-2-8],[10:0-14,0-2-0],[16:0-2-8,0-1-4],[17:0-5-4,0-2-8],[18:0-3-0,0-14] Loading (psf) Spacing 24-0 CSI DEL in (Ice) Well Lld PLATES GRIP TCLL (root) i 20.0 Plate Grip DOL 1.25 TC 0.98 Ven(LL) -0.22 13-15 >999 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.50 13-15 >795 180 BCLL 0.0 Rep Stress Incr YES WS 0.73 Horz(CT) 1 0.12 11 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 261 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2'Except' T6:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. WEBS IRow at midpt 5-15,5-13 REACTIONS (Ile/size) 11=1491/0-8-0. (min.0-1-12), 21=1456/0-5-0, (min. 0.1-8) Max Horiz 21=-185 (LC 9) Max Uplift 11=-351 (LC 9). 21=402 (LC 4) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1574/482, 2-3=-1574/482, 3-4=-1618/481, 4-5=1433/443, 5-6=-1359/436, 6-8=13481422. 8-9=-1370/407, 9-10-14781366. 10-11=1417/384 BOTCHORD 16-17=-367/1733, 15-16=-317/1485, 14-15=-340/1507, 13-14=-340/1507, 12-13=245/1215 WEBS 1-17=493/1852, 2-17=-402/224, 3-16=-845/177, 4-15=-1081437, 5-15=-258/124, 5-13=-377/164, 6-7=-57/278, 9-13=-115/432, 9-12=464/164, 10-12=259/1299,1-21=1475/408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph: TCDL=S.Opsf: BCDL=5.Opsf: h=16ft: Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope): Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Bearing atjoint(s) 21 considers parallel to grain value using ANSI/TPI l 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 351 Its uplift at joint 11 and 402 lb uplift atjoinl 21. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard kGENg/r���i vY i r / PP: 711;f151 v STAT bF f 4. ORP S/ONA `LNG 1q_ Job Truss Truss Type Oty Piy Renton•Jem-Mission A15 Roof Special 1 1 Job Reference (optional) Southern Tniss, FL Pierw, FL., 3a951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inn Thu Jan 3010:31:08 Page: t ID:bpAb78N4EziYviUHMVnzyAyPamA-rBZEPy fG5vhYgYoxOlZngZiz o7eAHM3LBEhgCd1 ] 12 a r W- Wii 4x8= 28-2-1a 28 -9 o 3 - 8 6-58 3a-8 ]-tea 2-2-0 Sbd M1 -12 4ita Scale=1:59.3 2-2.9 Plate Offsets (X, Y): 11:0-3-8,0-3-0j, j2:0-2-8,0-2-4j, [5:0-5-8.0-2-4], j6:0-1-4,0-2-0j, [/:0-2-8,0-1-01, [11:0-5-4,0.4-121, 111:0-0-10,04-12], (12:0-1-13,0-0-8], [13:0-3-0,0-1-8] Loading (Pat) TCLL (roof) { 20.0 TCDL * 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI TC 0.94 BC 0.71 WB 0.75 Matrix-S I DEFL In Vert(LL) -0.13 1 Vert(CT) -0.31 Horz(CT) 0.12 floc) Vdeg Ud 10-11 >999 240 10-11 >999 180 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 2321b FT=10% LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP N0.2 *Except* T1:2x4 SP M 31 bearing plate capable of withstanding 379 lb uplift aljoint BOT CHORD 2x4 SP No,2'ExcepP F2,F4:2x4 SP No.3 7 and 412 lb uplift at joint 19. WEBS 2x4 SP No.3'ExcepY W1:2x4 SP No.2 LOAD CASE(S) Standard OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. REACTIONS (Ib/size) 7=147810-4-8, (min. 0-1-12), ' 19=1443/0-5-0, (min. 0-1-8) Max Heriz 19=-132 (LC 9) Max Uplift 7=-379 (LC 4), 19=412 (LC 4) FORCES (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1836/546, 2-3=-1687/533, 3-4=-1740/594, 4-5=-1740/594, 5.6=-1409/407,6-7=-1415/407 BOTCHORD 11-12=527/2077, 10-11=-364/1474, 9-10=-285/1157, 8.9=-285/1157 ' WEBS 1-12=-517/1978, 2-11=-999/307, 3-10=-152/457, 4-10=-629/363, 5-10=284/848, 5-8=445/226, 6-8=-312/1269, 1-19=-1486/429 ' 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=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 \(-iEN$ 3) Truss designed for wind loads In the plane of the truss i only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, _� 51 PE 7 05 or consult qualified building designer as perANSI/TPI 1. / �- ( � i 4) Provide adequate drainage to prevent water ponding. tr 5) Gable studs spaced at 2-0-0 oc. -fl tl STA F 6) This truss has been designed for a 10.0 psf bottom d J chord live load n(nconcunent with any other live loads. 0,(� �OR19 7) Bearing atjolm(s)19 considers parallel to grain value ANSI7rPll to formula. Building using angle grain designer should verify capacity of bearing surface. ////s%10NAi,�NG\\ — Job Truss Truss Type Cry Ply Renton-Jem-Mission Al6 Roof -Special Girder 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., U951 Scale=1:59.9 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Ina. Thu Jan 3010:31:09 Page:1 IDAT3074Z DmhGgKdGkm=yPeMs-rBZEPylfGSv YgYosOlZngZIE0xy7cngM3LBEUgCdY - 7 912 1 2-7-0 1 rs.tt i 66.11 i Ed11 i 5-08 12 speclal NAILED 6 r- 4i4- Us. 3x4" 1.4. 40• 16 15 14 13 12 11 2610 27 26 M. 3x6= 34= 3x4= 1.44 3M4-3i8a 5v8- 6x14- 44n JUS24 JUS24 JUS24 5 b 3-28 5.3-02 2-10.8 3-912 bA3 TM10. fii-15 4-412 99 6 d Plate Offsets (X, Y): [1:0-3-8,0-3-0j, [2:0-2-8,0-24], [3:0-2-4,0-2-0], [/:0-5-4,0-2-0], [8:0-2-0,0-1-4], [9:0-2-4,0-2-0], [10:0-2.4,0-3-0], [16:0-2-0,0-1-8], [17:0-3-0,0-1-B] Loading (psf) Spacing 2.0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) Y 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(L-) 0.11 11-13 *99 240 MT20 2441190 TCDL - 1 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 13-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.15 22 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 262 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 *Except' T7:2x4 SP M 31 BOT CHORD 2x4 SP No.2 'Except* B3:2x4 SP M 31, B4:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1:2x4 SP M 31, ' W70:2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-7 cc purims, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-15, 4-11 REACTIONS (lb/size) 22=3218/0-4-8. (min. 0-1-8), 23=1829/0-5-0, (min. 0-1-8) Max Horiz 23=80 (LC 9) Max Uplift 22=-1149 (LC 4), 23=-568 (LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-24=1296/440, 24-25=1297/440, 2-25=1297/440,2-3=-1648/554, 3-4=-1440/502,4-5=-1879r715, 5-6=-1879/715, 6-7=-1879/714, 7-8=-1541/580, 9-22=256r7(18, 18-22=2437/888, 8-18=2450/894 BOT CHORD 15-16-399/1329, 14-15=.626/1923, 13-14=-626/1923, 12-13=-626/1923, 11-12=-626/1923, 11-26=47411332. 10-26=-479/1345 WEBS 1-16=-545/1833, 2-16=-13731474, 2-15=136/310,3-15=-123/439, 4-15=795/304, 4-13=0/267, 6-11=4B4/279, 7-11=446/873, 7-10=-729/568, 8-10=.781/2195,1-23=-1977/623 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 22,23 considers parallel to grain value using ANSIRPI 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 1149lb uplift at joint 22 and 56B lb uplift at joint 23. 7) Use USP JUS24 (With 4-1Od nails into Girder & 2-1Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 28-1-4 from the left end to 32-14 to connect truss(es) C5 (1 ply 2x4 SP), C4 (1 ply 2x4 SP), C3 (1 ply 2x4 SP) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25")toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 141 It, up at 1-10-12 on top chord: The desigrdselection 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: 1-2=70, 2-3=-70, 3-7=-70, 7-8=-70, 9-17=-20 Concentrated Loads (Ib) Vert: 24=-214,25=-69, 26=-620, 27=-620, 28=-620 \NENS PE 7�51 111 tr �„ -0 11 STAT F Q:, j•2?¢a 4C, :°CORID�%� S�o IIA I'�NG\\\X Job Truss Truss Type Oty PIy Renton-Jem-Mission A17 Half Hip 1 1 Job Reference (optional) auau,=,rcun:es J pug la zmv VMc n.31u snug TSLul9 mush mousmes, me. Inu dan 0u l¢31:u0 Pagea -' - -' - ID:NWva7E¢WOxmMZTYbzOOMyPaC[-r ZEPylfG5vhYgYosOlZngZklOtC7akHId3LBE2gCd1 514 • 24-9I s-51 5d8 1 611-1 I &&s 'ss5= 1 lfi-ss= I 411-' I suss I 44i.' I 6a-5 1 1 sss I 'es5'l I 6s8�-'ss'—I slrii Scale =1:78A Plate Offsets (X, Y):[4:0-5-4,0-2-8],[10:0-24,0-1-8],[11:0-2-0,0-2-0],[12:Edge,0-3-B],[13:0-2-0,0-2-0],[14:0-24,0-1-8),[21:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc)/dell Vd PLATES GRIP TCLL(roof) - i 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(ILL) 16-17 >999 240 MT20 2441190 TCDL - 1 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.69 16-17 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.20 12 rda We BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 264 lb FT=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W6:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end vedicals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 11-12, 11-13 REACTIONS (Ib/size) 2=2183/0-8-0, (min. 0-2-9), 12=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=-567 (LC 5), 12=665 (LC 5) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3818/1031, 34=-3385/1018, 4-5=-3904/1280, 5-6=-4049/1332, 6.7=4049/1332, 7-8=4049/1332, 8-9=-3463/1144, 9-10=3463/1144, 10-11=2144U10, 11-12=-1944/691 B07CHORD 2-20=-1048/3282,19-20=1048/3282, 18-1 9=-948/2955,17.1 8=.948/2955, 16-17=-1280/3904, 15-16=-1144/3463, 14-15=-l144/3463, 13-14=-71012144 WEBS 3-19=402/243,4-19=47/393, 4-17=4B4/1216, 5-17=-626/373, 7-16=464/265, 8-16=-243/758, e-14=-948/422,10-14=-562/1705• NOTES 10-13=-1596/652,11-13=-90712742/ 1) Wind: ASCE 7-10: Vu11=160mph(3-second gust) i E Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. �� j \G N$F II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 / PE 051 t 2) Provide adequate drainage to prevent water ponding. i _ 3) All plates are MT20 plates unless otherwise indicated. �,.. 4) All plates are 3x5 MT20 unless otherwise indicated. l f 5) This truss has been designed for a 10.0 psf bottom i -9 t STA F y,4 1 chord live load nonconcurrent with any other live loads. k\ l • •%d 4e; ` 6) Refer to girder(s) for truss to truss connections. //0,� � 7) Provide mechanical connection (by others) of truss to - -. _,�� t,C`s �4 OR1 12 and 561711b upl ft ae'ofint wil2hstanding 6651b uplift at joint//`/S� NA' 1A Job Truss Truss Type Qy ply Renton-Jem-Mission A18 Half Hip 1 1 Job Reference (optional) Southern Truss. FL Pierce. FL., 34951 Run: 8.31 S Aug 13 2019 Print: B.310 S Aug 13 2019 MTek Industries, Inc. Thu Jan 3010:31:09 Page: 1 ID:9y4btfHEcRx154DzpilAfByPaA N7cd12H1O1YAg7 VSZOJu5x4PKm25Rbj4lmJz CdO - —4441 4-" 1 az-t I i711 I 27-2424 I 7-22 I `t7t2 I 7s1444 i a,., 1. .�1„ I „ems I zoe I ,, .e, I 'u-a 1 9.1-12 )-b2 )-H2 ]-D2 A2-2 ]314 Scale=1.78.4 Plate Offsets (X, Y):[4:0-5A.0-2-8],[11:0-2-0,0-1.12],[12:0-2-12,0-1-8],[13:0-1-12,0-1-8],[17:0-2A.0-1-8],[20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (Joe) I/defl Ud PLATES GRIP TCLL (met) i 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.42 16-17 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC OA6 Vert(CT) -0.77 16-17 >696 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.16 12 nla We BCDL 10.0 Code FBC20171TPI2014 Matrix-S Weight: 24B lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 *Except* T1:2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W5:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 1 Row at midpt 11-12, 11-13 REACTIONS (lb/size) 2=218310-8-0, (min. 0-1-13), 12=20061 Mechanical, (min. 0-1-8) Max Hertz 2=267 (LC 8) Max Uplift 2=593 (LC 5), 12=-667 (LC 5) FORCES (lb)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-3754/1110, 3-4=-3532/1074, 4-5=-4590/1518, 5-6=4978/1645, 6.7=-4978/1645, 7.8=4978/1645, 8-9=-4360/1446, 9-10=436011446, 10-11=-2744/911, 11-12=1939/694 BOT CHORD 2-1 9=-1 082/3222,18-19=-993/3109, 17-18=993/3109, 16-17=-1518/4590, 15-16=-1446/4360, 14-15=-1446/4360, 13-14=911/2744 WEBS 4-19=8/365,4-17=-666/1744, 5-17=785/416, 6-16=192/459, 7-16=493/282, 8-16=-236/731, 8-14=8851409, 10-14=-634/1915, 10-13=15711653, 11-13=-106613211 NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf: h=16ft; Cat. II; Exp C; Encl., GCpi=0.1'8; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to .- bearing plate capable ofwithstanding 667 lb uplift at joint 12 and 593 lb uplift at joint 2. LOAD CASE(S) Standard f PE M51 n -0 t\ STAI F j -: 4- ORlID S/ONA i'EN 0 Job Truss Truss Type Dry Ply Renton-Jem-Mission A19 Half Hip Girder 1 1 Job Reference (optional) Southem Truss, FL Pierce, FL., U951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 Mmek Industries, Inc. Thu Jan 30 10:31:10 Page:1 ID:[UviFXvpbMMPII1iix4nCMyPa7P-JN7W12H101YAg7 V52oJu5u6PCye29Rbj4lmJzgC D 2.1-9 1 7-0-0 I 6112 I 5-c-G" li] 1 I 6-7.1n 1 b] 3 I 68-13 NAILED specal NAILED NAILED NAKED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7.112 &2L 5-0-0 b 6, E7.1 I 6-7-1 6-&13 Scale = 1:78.4 Plate Offsets (X, Y): [3:0-5-4,0-2A],[6:0-3-8,Edge],[11:0-2-0,0-1-8],[12:0-3-0,0-1-8],[13:0-1-8,0-1-8],[14:0-1-12,0-1-8],[17:04-8,0-3-0],[21:0-2-2,0-1-0] Loading (ps1) Spacing 2-0-0 CSI DEFL in (lob) Udell Lid PLATES GRIP TCLL (roof) { 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.20 13-14 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.32 14-16 >998 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 238 to FT=10% LUMBER TOP CHORD BOTCHORD WEBS OTHERS BRACING TOP CHORD BOTCHORD WEBS WEBS WEBS 3-20=-1/681,4-19=-149/1032, 2x4 SP M 31 'Except' T1:2x4 SP No.2 3-19=13101581, 4-17=3097/1416, 2x4 SP No,2 *Except* B3:2x4 SP M 31 5-17=-888/670, 7-17=4498/2019, 2x4 SP No.3 *Except' W5:2x4 SP No.2 7-16=0/561, 7-14=-914/2043, 8-14=686/569, 2x4 SP No.3 8-13=-388/176, 10-13=.968/731, 11-13=1371/3046 Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 11-12, 3-19, 4-17, 11-13 2 Rows at 113 pis 7-17 REACTIONS (lb/size) 2=1009/0-8-0, (min. 0-1-8), FORCES TOP CHORD BOTCHORD 12=1940/ Mechanical, (min. 0-1-8), 17=5046/0-6-0,(min. 0-5-15) Max Horiz 2=217 (LC 8) Max Uplift 2=404 (LC 8), 12=-869 (LC 4). 17=-2284(LC 5) (lb) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. 2-3=-1291/508,4-25=119712662. 25-26=-1197/2662, 26-27=1197/2662, 5-27=-1197/2662, 5-6=-1197/2662, 6-28=1197/2662, 28-29=1197/2662, 29-30=-1197/2662, 7-30=-1197/2662, 7-31=3094/1394,31-32=-3094/1394, 32-33=-3094/1394,8-33=-3094/1394, 8-9=-2753/1239, 9-34=-2753/1239, 34-35=-2753/1239,35-36=-275311239, 10-36=-2753/1239,10-37=-2753/1239, 37-38=2753/1239, 38-39=275311239, 11-39=-275311239, 11-12=-1814/919 2-20=-521/1041, 2040=-521/1060, 4041=-521/1060, 1941=-521/1060, 1745=-595/1297. 4646=-59511297, 4647=595/1297, 1647=-595/1297, 1648=-595/1297, 4849=-595/1297, 1549=-595/1297,15-50=-59511297, 14-50=-595/1297, 14-51 =- 1394/3094, 51 -52=-1 394/3094, 52-53=-139413094, 13-53=-1394/3094 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.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 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 869111 uplift at joint 12, 404111 uplift atjolnt 2 and 2284 lb uplift at joint 17. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -naffs per NOS guidlines. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 221 lb down and 297lb up at 7-0-0 on top chord, and 292111 down and 109 lb up at 7-0-0 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 (lb/ft) Vert: 1-3=70, 3-11=70, 2-12=-20 Concentrated Loads (lb) Vert: 3=183, 20=.265, 4=-131, 19=46, 14=46, 8=-131, 23=-131, 24=-131, 25=-131, 26=-131, 27=-131, 28=-131, 29=-131, 30=131, 31=-131, 32=131, 33=131, 34=-131, 35=-131, 36=-131, 37=-131, 38=131, 39=131, 40=46, 41=46, 42-46, 43=-46, 44=46, 45=46, 46=46, 47=-46, 48=46, 49=-46, 50=-46, 51=46, 52=46, 53=46. 54=46, 55=46, 56=46 ' �\GENSF������i (; PE 76051 n -0 1\ STA;q F F�,D "3/DNA I'�NG\\\N� A Job Truss Truss Type City Ply Renton-Jem-Mission B1 Half Hip 1 1 1 Job Reference (optional) aournom nuss, R. rierce, -L., 39vo1 Kun:a.316 Aug 13ZUlU Frnt:6.3105 Aug 132019MiTek Industries, Inc. Tnu Jan 3010:31:11 Page:1 ID:kA3lpZONbdeGAd6AZKfudyPa50 ah_ge2voi9Po iB2p41iWWpbKbYgaga-qlJrzgCd7— .'1.1.4 fi.Od 1iN 19.ifi '141IL11 i'l.].9 � ]-1�9 i G9i � S2A2 456 fi-5£ fi-&14 fine 1L1.1'1 11-0-0 3J.]A i fi-9i i &8b Sid &11A Scale = 1:59.7 Plate Cgsets (X, Y): [2:0-0-12,Edge],[3:0-2-8,0-3-0],[4:0-2-4,0-2-4],[9:0-1-12,0-2-12],[15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (too) I/deft Ltd PLATES GRIP TCLL (roof) a 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(ILL) 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.38 9-10 -999 180 BCLL 0.0 Rep Stress Incr YES 1 B 0.75 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-S Weight: 187 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 83:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 1 Row at midpt 5-12, 7-9 REACTIONS (lb/size) 2=1621/0-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Hertz 2=367 (LC 8) Max Uplift 2=-415 (LC 8). 9=-470 (LC 5) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2610/593, 3-4=2014/548, 4-5=-1716/531, 5.6=1510/459, 6.7=-1510/459 BOT CHORD 2-14=-727/2215, 13-14=727/2215, 12-13=-727/2215. 11-12=-571/1730, 10-11=571/1730, 9-10=403/1184 WEBS 3-14=01255, 3-12=578/320, 4-12=49/498, 5-10=499/252, 7-10=-127/740, 7-9=-1641/564 NOTES 1) Wind:ASCE7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Dpsf; BCDL=5.Opsf; h=16f; Cal. �II I I I I III / It: Exp C; Encl., GCpi=0.18; MWFRS (envelope); \\ / Lumber DOL=1.60 plate grip DOL=1.60 \\\\// 2) Provide adequate drainage to prevent water pending.�- 3) This truss has been designed fora 10.0 psf bottom\GENS'�\\���� chord live load nonconcunent with any other live loads. \ i 4) Refer to girder(s) for truss to truss connections. PE 7(9��J� \\ 5) Provide mechanical connection (by others) of truss to - ! bearing plate capable of withstanding 470 lb uplift at Joint 9 and 415 lb uplift at joint 2. LOAD CASE(S) standard-.0r1k STATVFF �Oo\,4ORIO_,: NA i ING Job Truss Truss Type Oty Ply Renton-Jem-Mission B2 Half Hip 1 1 Job Reference (optional) 5oumem Truss, FL Pierce, FL.. 34951 _ _ Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:11 Page: t ID:96N0HfS32e5a9ghM1 K2vITByPa3e-FmFM1 3XZOHGP7HNcMGPJBE9D bKytk212srCzgCd_ Sad 't.M 2.1-9 S9-0 Sb12 i i yP2 4x7e U4. 3x4= 3s4= 3.6= 9 ll�� 11.1-19 Ifl-i9 J44-) iJ.]A S9d 54.6 b1-6 ]-tE R&2 Scale=1:59.7 Plate Offsets(X, Y): ]2:0-0-12,Edge],]4:0-5-0,0-2-4],[16:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.13 12-14 >999 240 MT20 2441190 TCDL 1 15.0 Lumber DDL 1.25 BC 0.64 Vert(CT) -0.28 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20171-FP12014 Matrix-S Weight: l B8 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end Verticals. BOTCHORD Rigid ceiling directly applied or 7-0A1 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS (Ib/size) 2=162110-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=-401 (LC 8). 9=-474 (LC 5) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2629/642, 3-4=2170/621, 4-5=-2121/691, 5-6=2121/692, 6-7=-2121/692, 7-8=1509/494, 8-9=-1375/502 BOTCHORD 2-15=70212234, 14-15=-702(2234, 13-14=-591/1874, 12-13=-591/1874, 11-12=49411509, 10-11=49411509 WEBS 3-14=-031/248, 4-14=57/420, 4-12=-206/311, 5-12=526/305, 7-12=-25Of776, 7-10=-1009/459, 8-1 O=616/1883 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) 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 lnrss.to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 9 and 401 lb uplift at joint 2. LOAD CASE(S) Standard \����e-� PE 7 051 -.0� 1 STA OF �1 Job Truss Truss Type Oty Ply Renton-Jem-Mission B3 Half Hip 1 1 Job Reference (optional) southern Truss, Ft. Pierce, FL.. 34951 Run: 8.31 5 Aug 13 2019 Pent 0.310 5 Aug 13 2U19 MITek Indu5tne5, 1a0.1 nU Jan 3U 1U:31:11 Page:1 — '— -- 1D:11KOUi5Vkg3xgldn7GNX TyPa2M.FmFM1_3XZOHGP7HNCWDGPJBD3DVVKZMUlZsr zgCtl_ &1-9 b9< 4Q-12 T-1D2 IAA ]d9 CH' 10.11A P<.P-] 3n11 I 9-1-12 ] ]-9E ]-9F ]-11Z 5cele=1:59.7 Plate Offsets (X, Y): [4:0-5-4,0-2-0], (9:0-2-12,0-1-8], (10:0-1-8,0-2-0], [15:0-2-2,0-0-8] Loading (pso TCLL (roof) 7 20.0 TCDL ° 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-OA Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTPI2014 CS' TC 0.95 BC 0.94 WB 0.85 Matrix-S DEFL In (loc) Ven(LL) -0.17 2-14 Vert(CT) -0.39 2-14 Horz(CT) 0.09 9 Well L/d >999 240 >989 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 176 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T1:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Row at midpt 5-10,8-10 REACTIONS (Ib/size) 2=1621/0-8-0. (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) ' Max Horiz 2=267 (LC 8) Max Uplift 2=406 (LC 5), 9=-477 (LC 5) FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. ' TOP CHORD 2-3=-25881722, 3-4=2337/677, 4-5=-2631/869, 5-6=1970/649, 6.7=-1970/649,7-8=1970/649, 8-9=-1369/508 BOT CHORD 2-14=-741/2200, 13-14=639/2043, 12-13=-639/2D43, 11-12=-869/2631, 10-11=-869/2631 WEBS 4-14=-8/394,4-12=-331/678, 5-10=-766/255, 7-10=-579/333, 8-10=738/2239 NOTES 1) Wind: ASCE 7-10; Vutt=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) Provide drainage to water adequate prevent ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i x 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to PE 7 051 bearing plate capable of v4thstanding 477lb uplift at joint f I —DD I 9 and 406 lb uplift at joint 2. LOAD CASE(3) Standard -Q 1 STA F 1J �� • � � �kr ' ��ORID\�\\\ c� -_ - G \ 0 Job Truss Truss Type Oty PIy Renton-Jem-Mission B4 Half Hip Girder 1 1 Job Reference (optional) aomnem nuss, FL. Fierce. FL.. 4a95, Hun:b.3l b Aug 13 zui a ennD e.31 D b Aug 132W 9 Nu Tex Industries. I= Thu Jan 3010:31:11 Page:1 -' — -' - -- - - — ID:jOgB3u63EESxDVA]CFs6NeyPsOOFmFM1_3XZOHGP7HNcWbGPJBFODrpKyt Zs CzgCtl_ }-IIA R0.o I S29 I 50.13 5-0.13 50.13 S2A NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAKED NAILED NAILED NAILED 44- 3x4= 3x - 4x4e Wu 44= ._._ 12 sr— L'.I 16 29 30 15 31 32 14 33 13M 12 35 36 3T1 39 39 31n= 104 W20HS6x12• 3x4= MT20H54x10= Us, 4x6- 56u NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED I l] ]1 ]" t5T29Al-l2 50.bI, Style=1:59.7 Plate Offsets K Y): [1 - z z p Qe]],[3:0-6-8,0-2-0],[6:0-2-0,Edge],(8:0-2-0,0-1-12],(9:0-2-8,0-1-12],[10:Edge,0-3-8],[11:0-1-12,0-1-12],[12:0-1.8,0-1-12],(15:0-5-4,0-3-0], Loatling i (psi) Spacing 2-0-0 CSI DEFL in (loc) VdeB L/d PLATES GRIP TCLL (root) i 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 14 >906 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.64 14-15 >605 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WE 0.96 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 1771b FT=10% LUMBER 2) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 SP M 31 3) All plates are MT20 plates unless otherwise indicated. BOT CHORD 2x4 SP M 31 4) This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 chord live load nonconcument with any other live loads. BRACING 5) Refer to girder(s) for truss to truss connections. TOP CHORD Structural wood sheathing directly applied or 6) Provide mechanical connection (by others) of truss to 2-9-7 oc pudins, except end verticals. ' bearing plate capable of withstanding 1236 lb uplift at BOT CHORD Rigid ceiling directly applied or 4-8-1 oc joint 10 and 997 lb uplift at joint 2. bracing. 7) "NAILED" indicates 3-10d (0.148"x3")or 3-12d WEBS 1 Row at midpt 9-10, 9-11 (0.148'x3.25") toe -nails per NOS guidlines. LOAD CASE(S) Standard REACTIONS (lb/size) 2=2579/0-8-0, (min. 0-2-2). 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, 10=2779/ Mechanical, (min. 0-1-8) Plate Increase=1.25 Max Horiz 2=217 (LC 21) Uniform Loads (Ib/ft) Max Uplift 2=-997 (LC 8). 10=1236 (LC 5) Vert: 1-3=40, 3-9=70, 2-10=20 FORCES (Ib)- Max. CompJMax. Ten. -All forces 250 Concentrated Loads (lb) ' (lb) or less except when shown. Vert: 3=-131, 6=-131,16=46, 14=46, 5=-131, TOP CHORD 2-3=-4616/1904, 3-19=-5843/2593, 19=-131, 20=-131, 21=-131, 22=-131, 23=-131, 19-20=-5843/2593, 4-20=-5843/2592, 24=131, 25=131, 26=-131, 27=-131, 28=131, 4-21=6335/2816, 21-22=6335/2816, 29=46, 30=46, 31=46. 32=-46, 33=46. 34=46, 5-22=-6335/2816, 5-23=-5541/2469, 35=46, 36=46, 37=46, 38---46, 39=46 6-23=554112469, 6-7=-5541/2469, 7-24=-5541/2469, 24-25=-5541/2469, 25-26=-5541/2469, 8-26=-5541/2469, 8-27=-3483/1554, 27-28=-3483/1554, 9-28=3483/1554, 9-10=2684/1271 BOTCHORD 2-16=-1731/3974,16-29=-1727/3983, 29-30=1727/3983, 15-30=-1727/3983, 15-31=.2593/5843, 31-32=-2593/5843, 14-32=-2593/5843, 14-33=-2816/6335, 13-33=-2816/6335, 13-34=-2816/6335, 12-34=2816/6335, 12-35=1554/3483, 35-36=-1554/3483, 36-37=-1554/3483, 11-37=-1554/3483 WEBS 3-16=0/433, 3-15=-1107/2249, 9-11=187314197, 4-15=10561727. 4A4=296/600, 5-14=125/281, 5-12=9691424, 7-12=-674/506, 8-12=-1118/2514, 8-11=-2185/1202 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=1611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); .. Lumber DOL=1.60 plate grip DOL=1.60 LPN\ NENB -%<' i \ / i PE7&I \� -,3 STATE% jF S% CIA V Job Truss Truss Type Oty Ply Renton-Jem-Mission C1 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 -..ra Run: 8.31 S Aug 132019 Pdnt: 8.310 S Aug 132019 MiTek Industries, Inc. Thu Jan 3010:31:12 Page:1 — ID:EIM21SdxDY9AWY6BRHn yPZwc-fypkFK49KJP71HsZAE6VxWjjNKdEL3SAtHhJPMezgCm l2-0O 2.1A 5-0-0 2-0-0 59.12 � 2A-0 46-0 ]-0-0 e NAILED Spedal NAILED spedal Spedal NAILED NAILED NAILED 5.5- 5a8- 9 27 28 10 d q 5a7- 46= W. 5x6= 12 5 25 26 6 7 a W. Br a� 4 N0P2x 3 4$ 6 4 aTP 2 20 29 30 • 4 15 2dp 14 3x6= 313213 7a 12 2e4p 3a5= 20. 22 Be U4- 5a6a 18 x9e 17 P2x STP q ...111LLL... 1 sppdal NAILED Spadol Sp.cl.1 NAILED NAILED , Wx NAILED NAILED L>-nn ,i.n-a, >-1A] r2.36a 16yd >R.ad 4+.a.n 3-0-0 1-0a 4-1-t2 5d4 p4'A nm 2-11-0 4-0A ]-1.12 Scale =1:62 Plate Offsets (X, Y): [23:012-2,011-0][5:0-54,0-2-8], [6:0-2-0,0-2-01, [8:0-5-8,0-2-121, [9:0-2-8,0-241, [10:0-6-0,0-2-8],(16:0-3-12,0-3-0],119:0-2-12,0-2-81. [20:0-2.0,0-2-121, [21:0-3-0,0-1-4], Loading TCLL (roof) TCDL BCLL BCDL } (psf) i 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 1 Cat TC 0.98 BC 0.99 WB 0.75 Matrix-S DEFL in (Joe) Web Ud Vert(LL) 0.19 20-21 >939 240 Vert(CT) -0.27 20-21 >644 180 Horz(CT) 0.13 11 n/a n/a PLATES GRIP MIT20 244/190 Weight 1781b FT=10% LUMBER 2) Wind: ASCE 7-10; Vuit=160mph(3-second gust) TOP CHORD 2x4 SP No.2 *Except* T2,T4:2x4 SP M 31 Vasd=124mph; TCDL=5.Opsf; BCDL=5,Opsf; h=16ft; Cat. BOT CHORD 2x4 SP No.2 *Except* B3,B4:2x4 SP No,3, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); B2:2x4 SP M 31 Lumber DOL=1.60 plate grip DOL=1.60 WEBS 2x4 SP No.3 3) Provide adequate drainage to prevent water pending. BRACING 4) All plates are MT20 plates unless otherwise indicated. TOP CHORD Structural wood sheathing directly applied.' 5) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 6-0-0 oc chord live load nonconcurrent with any other live loads. bracing. 6) Provide mechanical connection (by others) of truss to WEBS 1 Row at midpt 5-19, 8-16 bearing plate capable of withstanding 5451b uplift atjoint 11, 323 lb uplift atjoint 2 and 1594 Ib uplift at joint 16. REACTIONS (Ib/size) 2=83110-8-0. (min. 0-1-8), 7) 'NAILED' indicates 3-1 Od (0.148"x3°) or 3-12d 11=1194/0-8-0,(min. 0-1-8), (0.148'x3.25°)toe-nails perNDS guidlines. 16=3542/0-8-0, (min. 04-3) 8) Hanger(s) or other connection device(s) shall be Max Hertz 2=171 (LC 8) provided sufficient to support concentrated load(s) 228lb Max Uplift 2=-323 (LC B), 11=-545 (LC 9), dawn and 2821b up at 7-0-0, and 246 Ib down and 322 16=1594 (LC 8) lb up at 22-0-0, and 2461b down and 322lb up at Max Grav 2=837 (LC 17), 11=1194 (LC 1), 26-8-0 on top chord, and 391 It, down and 190 lb up at 16=3542 (LC 1) 7-0-0, and 328 Ib down and 139lb up at 22-0-0, and FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 3281b down and 139 lb up at 26-74 on bottom chord. (lb) or less except when shown. The design/seleclion of such connection device(s) is the TOP CHORD 2.3=-8521314, 3-4=-1366/591, responsibility of others. 4.5=.1121/509, 5-25=408/969, LOAD CASE(S) Standard 25-26=-408/970, 6-26=408/970, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 6-7=-1244/2715, 7-8=-1223/2681, Plate Increase=1.25 8-9=-1549/861, 9-27=-1366f783, Uniform Loads (Ib/ft) 27-28=-13661783, 10-28=1366f783, Vert: 1-5=40, 5-8=-70, 8-9=-70, 9-10=-70, 10-11=-2095/992 10-11=-70, 2-22=.20, 19-21=-20, 17-18=-20, BOTCHORD 2-22=.315/608, 21-22=267/545, 11-16=-20 20Z29=-453 1024, 29-30=45 Concentrated3/1024. V rt: 5=`148, 9 Loads 1 199' 10=199, 19=46, 6=-131, 19-30=453/1024, 6-19=-384/1167, 20=-384, 14=-302, 12=-302, 25=-148, 26=-148, \ \ ��"`�•I 15-16=-323/500, 14-15=-326/499, 27=-131, 28=131, 29=-34, 30=-34, 31=46, 32=46 �� i �,\GEN& `�-./ji 14-31=-792/1781, 31-32=-792/1781, \\\ ` 13-32=-79211781,12-13=-79211781, 11-12=.791/1760 PE7 051 \I �• WEBS 5-20=-240/909,5-19=2159/990, V `� 8-76=3542/1621, 8-14=548/1106, a — [ 9-14=0/275, 10-14=532f235,10-12=38/696, -O \ STA F j F 4-20=303/178, 3-22=-718/385, - 1 NOTES 16-19=-1023/498, 6-16=-2498/1202 / O .F 1L \ �j/'< 4.GR[O i 1) Unbalanced mot live loads have been considered for this design., _ \��\\ Job Truss Truss Type City Ply Renton-Jem-Mission C2 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:12 Page; 1 ID:GVGmFlyvtOz8Lz8fceyc60yP2s5-jypkFK49KJP71HSZAE6VxWIjC dIF3W4tHhJPMezgCcz 2}10.8 24-M 9 0 26 2-tA 2-1D4 34-) 2-&3 p .2 }&12 2-0-0 6i4 4.14' 0. ®- B 3 i5 40.0 Sx5• SxSe 9 1D Sx5= 46- Wii 5.7• 5 6 7 8 2x4r 2 W. M al 5 r 4 ws zxs° 3 12 g$ NOP2%5TP 15 14 13 � 6 3 qq 20 --q �4p 22, 61 3.4- 5x0= 18 p M 5TP 3x4• 3x6• 3x4e 3x5• q 1 •5= Wu W. Wa 33 -0 ]-OU 4-10-0 4-10.D 2J-0 o<A sto4 Ft-u &}t is Scale = 1:62 Plate Offsets(X, Y):[3:0-3-0,0-0-12],[5:0.2.8,0-2-4],[8:0-5-4,0-2-8],[9:0-2-8,0-2-4],[10:0-2-8,0-2-0],[16:0-2-12,0-2-8],[19:0-2-12,0-2-8], [21:0-3-0,0-0-4],[23:0-2-2,0-1-0] Loading (Pat) Spacing 2-0-0 CSI DEL in "Do' I/de0 Lld PLATES GRIP TCLL (roof) 7 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) 0.12 20-21 >999 240 MT20 244/190 TCDL - * 15.0 Lumber DOL 1.25 SC 0.74 Vert(CT) -0.19 20-21 >900 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC20'17/1P12014 Matrix-S Weight: 182 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,17-18. WEBS 1 Row at midpt 8-16 REACTIONS (lb/size) 2=545/0-8.0, (min. 0-1-8), 12=608/0-11-5,(min. 0-1-8), 16=1985/0-8-0.(min. 0-2-5) Max Horiz 2=190 (LC 8) Max Uplift 2=-165 (LC 8). 12=-199 (LC 9), 16=-660 (LC 8) Max Grav 2=550 (LC 17). 12=608 (LC 18), 16=1985(LC 1) FORCES (lb)- Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-393/84, 3-4=-335/81, 5-6=-227/681, 6-7=-425/1219, 7-8=-413/1189, 8-9=-368/363, 9-10=-404/249, 10-11=792/324, 11-12=962/336 BOT CHORD 2-22=112/254, 20-21=-120/301, 6-19=2401723, 7-16=-430/239, 15-16=-152/333, 14-15=-70/404, 13-14=-70/404, 12-13=-234/807 WEBS 5-19=828/330, B-16=-16631451, 8-15=-9/397, 9-15=-298/90, 10-13=-154/448, 11-13=-311/237, 5-20=-140/454, 4-20=-352/220, 16-19=-691/326, 6-16=991/364 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift atjoint 12,165 lb uplift atjoint 2 and 6601b uplift at joint 16. LOAD CASE(S) Standard i ! PP 7911RI r`t �-0 t STA i]F i �iOn O_RIO s% IA II `�NG\\��� a's Job Truss Truss Type Dry Ply Renton-Jem-Mission C3 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:12 Page: 1 IO:xK m2B40PXhy02a2E5DdiGyPeTxlypkFK49KJP71HsZAE6VxW/O dKH3Pv HWPMezgCm -2.1.9 B-0-0 11-0-0 15-0-0 249 8-0d 2.7-02 4-0-0 3.4- 2rdn 5 6 I 2-16d 12-9.12 1560 2-0-0 3 84 d 129 14� 24-0 pi.2 5dd 4�b12 tA0.12 Scale =1:50 0_10d 0-1-12 oas Plate Offsets (X, Y):[3:0-1-2,0-1-8],[5:0-2-0,0-2-8],[6:0-2-0.0-1-01,114:0-2-2.0-0-8] Loading (Pat) Spacing 2-0-0 CSI DEFL in "cc) I/de0 Ud PLATES GRIP TCLL (roof) ' 'i 20.0 Plate Grip DOL 1.25 TC 0.81 V rt(LL) 0.33 11-12 >530 240 MT20 2441190 TCDL T 15.0 Lumber DOL 1.251 BC 0.61 Vert(CT) -0.47 11-12 >373 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I MatrixS Weight: 84 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4.1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. REACTIONS (lb/size) 2=83510-8-0, (min. 0-1-8), 7=640/ Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=-234 (LC 8), 7=-203 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-910/187, 34=-1038/259, 7-9=-613/214 BOTCHORD 2-13=-384/683, 3-12=-381/892, 11-12=-380/888, 10-11=-3801888, 9.10=-380/888 WEBS 12-13=400/754, 4-11=-9/413, 4-9=-961/422, 3-13=-1012/569 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) At] plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcunent with any other live loads. 6) Refer to girder(s)for trust to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203lb uplift at Joint 7 and 234 lb uplift at joint 2. LOAD CASE(S) Standard (/ PE 7$051 n t 0 t STA F f 1.4ORI0�: "G\\\\\\ .. Job Truss Truss Type Ory Ply Renton-Jem-Mission C4 Half Hip 1 1 ,lob Reference (optional) Saulhem Truss. FL Pierce, FL.. 34951 Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 MiTek Industries, Inc. Thu Jan 3010:31:13 Page:1 '- --' - ID:xKBm2B4OPXhyO2BZE5DdiGyPa7x-B9M7Sg5n5dx iRRmkxdkUkGbMlgWosBOWL2yu4zgCcy as 1 1 zaa sea 4a-u zoo x.4• 3.40 to 2-10.4 12-412 15-00 2-0 ea.a tz u-se Scale=1:53.5 ',a0. - 2 Sa4 4 Y12 11 1-1.12 04e4 M-12 Od-n Plate Offsets (X, Y):[3:0-1-2,0-1-B],[6:0-2-0,0-2-B],[15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEL in (loc)/dell L/d PLATES GRIP TCLL (rool) T 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.34 12-13 >516 240 MT20 244/190 TCDL - 4 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.47 12-13 >372 180 BCLL 0.0 Rep Stress In cr YES WB 0.96 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix•S Weight: 85 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except and verticals. BOT CHORD Rigid ceiling directly applied or 9-3.0 oc bracing. REACTIONS (Ib/size) 2=835/0-8-0, (min. 0-1-8), 8=640/ Mechanical, (min. 0-1-8) Max Horiz 2=368 (LC 8) Max Uplift 2=-220 (LC 8). 8=-253 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-911/156, 34=-10371227, 4.5=-876/244, 8-10=-6121262 BOT CHORD 2-14=4051683, 3-13=421/890, 12.13=419/886, 11A2=419/886, 10-11=419/886 WEBS 13.14=423f755, 5-12=-7/413, 5-10=.960/456, 3-14=-1013/600 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=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate =Pablo of withstanding 253 lb uplift at joint 8 and 220lb uplift at joint 2. LOAD CASE(S) Standard \ M NB 1 (; PE M51 n lg� Job Truss Truss Type Oty Ply Renton-Jem-Mission C5 Monopitch 1 1 I Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MITek Industries, Inc. Thu Jan 3010:31:13 Page: t ` - — -- ' -- - ID:Gk3h27Lt070MaEBB2RpiaDyPakO-B9M7Sg5n5dx fRRM'xdkUkGo11g7o0c0VJL2yo4zgCcy s 440 Scale=1:55.5 Plate Offsets (X, Y): 18:0-2-2,0-0-B) Loading (psf) Spacing 2.0-0 CSI DEFL in (loc) /deg Ud PLATES GRIP TCLL (roof) { 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.07 6-7 >999 240 MT20 2441190 TCDL ' { 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.15 2-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 8116 FT=10% LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly appled or 9-9-15 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS (Iblsize) 2=83510-8-0, (min. 0-1-8), 6=640/ Mechanical, (min. 0-1-8) ' Max Horiz 2=413 (LC 8) Max Uplift 2=-201 (LC 8), 6=-307 (LC 8) FORCES (lb)- Mm Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-919187, 3-4=-709/94 BOTCHORD 2-7=349RIT 6-7=-349f717 WEBS 4.7=01342, 4-6=-795/387 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., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load 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 307lb uplift at joint 6 and 201 lb uplift etjoint 2. LOAD CASE(S) Standard i V y PE 7V51 \�I 1 f � I f� 0 II STAT F J Q ////S3 �0 A Job Truss Truss Type Qty Ply Renton -Jam -Mission C6 Monopitch Girder 1 2 Job Reference (optional) Southern Truss, Ft. Pierce, FL., M951 Run: 8.31 S Aug 132019 Print: 8.310 S Aug 13 2019 Mmek Industries, Inc. Thu Jan 30 10:31:13 Page: 1 ID'AWgPaETNu AdiulealhOXtyPZar-B9M7Sg5n5dX MRmhdkUkGIDIIOOw 0WL2yh4zgCcy -- �— n-e 24-a S1< 311-12 SSI 2 n HUS26 HUs26 HU526 HUs26 Scale = 1:64.6 5- a 5.1i }11.12 SSi Plate Offsets (X, Y): [5:0-1-4,0-2-0], [7:0-3-0,0-4-0], [10:0-2-2,0-0-8] Loading (pat) TCLL (root) i 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TPI2014 CSI TC 0.33 1 BC 0.49, WB 0.70 Matrix-S DEFL in Vert(LL) 0.09 Vert(CT) -0.14 Horz(CT) 0.03 (loc) 8-9 8-9 7 VdeB Ud >999 240 >999 180 We n/a PLATES GRIP MT20 244/190 Weight: 200 lb FT=10% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No2 bearing plate capable of withstanding 2000lb uplift at BOT CHORD 2x6 SP M 26 joint 7 and 1190 lb uplift at joint 2. WEBS 2x4 SP No.3 *Except' W4:2x4 SP No.2 7) Use USP HUS26 (With 14-16d nails into Girder & 6A 6d BRACING nails Into Truss) or equivalent spaced at 2-0-0 oc max. TOP CHORD Structural wood sheathing directly applied or starting at 7-0-12 from the left end to 13-0-12 to connect 4-10-5 oc pudins, except end verticals. truss(es) 34 (1 ply 2x4 SP), B3 (1 ply 2x4 SP), B2 (1 ply BOT CHORD Rigid calling directly applied or 10-0-0 oc 2x4 SP), Bt (1 ply 2x4 SP) to front face of bottom chord. bracing. 8) Fill all nail holes where hanger Is in contact with lumber. WEBS 1 Row at midpt 5-7 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, REACTIONS (lb/size) 2=3254/0-8-0, (min. 0-1-8), Plate Increase=1.25 7=5198/04-0, (min. 0-2-2) Uniform Loads (Ib/ft) Max Horiz 2=400 (LC 8) Vert: 1-6=-70, 2-7=-20 Max Uplift 2=-1190 (LC 8), 7=-2000 (LC 8) Concentrated Loads (Ib) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 Vert: 8=-1420, 12=-2759, 13=A420, 14=-1420 (Ib) or less except when shown. TOP CHORD 2-3=-6270/2289, 34=4954/1749, 4-5=-4854/1759 BOT CHORD 2.9=-2303/5467, 9-12=-2303/5467, 8-12=-2303/5467, 8-13=1756/4399, 13-14=-175614399,7-14=-1756/4399 WEBS 3-9=484/1107, 3-8=-12621647, 5-8=-2075/5527, 5-7=-5735/2288 NOTES 1) 2-ply truss to be connected together with 10d (0.131"0') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 04-0 oc. Web follows: connected as 2x4 - 1 row at 0-9-0 oc, Except member 5-8 2x4 -1 row at 0-7-0 oc. 2) All loads to \IN\ are considered equally applied all plies, except if noted as front (F) or back (B) face in the LOAD CASES) section. Ply to ply connections have been pE 7 051 \l provided to distribute only loads noted as (F) or (B), / �I01 l II unless otherwise Indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) I 1 tk STA F Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsf; h=16ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS i y (envelope); Lumber DOL=1.60 plate grip DOL=1.60 F (•� �7(/ i //� fi D plates4) All 0plates unless otherwise Indicated. �SS �_ _ 5) Thistruss has een designed for a 10.0 psf bottom �GNC� ////��O chord live load nonconcument with any other live loads. _ IIp•' 1 \\\\\ Job Truss Truss Type city Ply Renton-Jem-Mission CJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL., M951 Run: 8.31 S Aug 13 2019 Pant: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3D 10:31:13 Page: 1 ID:ulRgNXgggpZSaqdOR 2gDyPZSPB9M7Sg5n5dX_fRRmkxdkUkGe01fRo47OWL2ytAzgCcy '2'_2 6-11b 2-042 N. NAILED NAUD,. 12 NAILED NAILED 1 v4u NAILED NAILED 611 Style=1:36.6 Plate Offsets (X, Y): 12:0-3-10.0-1-8] 5 J Loading (psf) Spacing 2-0-0 CSI DEFL In (too) Yclefl Ltd PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) -0.15 4-6 >520 240 MT20 2441190 TCDL 2 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.27 4-6 >287 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 5 his n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 31 to FT=10% LUMBER TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 , WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=412/0-10-15, (min. 0-1-8), 5=139/ Mechanical, (min. 0-1-8), 6=811 Mechanical, (min. 0-1-8) Max Hodz 4=172 (LC 4) Max Uplift 4=-245 (LC 4). 5=-116 (LC 4), 6=-9 (LC 4) Max Grav 4=562 (LC 31), 5=144 (LC 31), ' 6=144 (LC 22) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vult=160mph(3-second gust) Vasd=124mph; TCDL=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 chard live load nonconcurent 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 1161b uplift at joint 5, 2451b uplift at joint 4 and 9111 uplift at joint 6. 5) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d \\\ \Q`\'�---��"1/r// ' (0.148"x3.25^) toe -nails per NDS guidlines. \CENS / 6) In the LOAD CASE(S) section, loads applied to the face F of the truss are noted as Iron) (F) or back (B). \ LOAD CASE(S) Standard I PE 7V51 11 1) Dead +Roof Live (balanced): Lumber Increase=1.25, 1 ) Plate Increase=1.25 Uniform Loads (lb/ft) t 1 Vert:1-2=-30, 2-5=70, 4-6=-20 i \ STA qF� y��\ Concentrated Loads (Ib) Ven:9=205 (F=103, 3=103), 11=-26 (F=-13, 13=13) 3° Job Truss Truss Type Oty Piy Renton-Jem-Mission CJ7 Diagonal Hip Girder 4 1 Job Reference (optional) 3 Southern Truss, Ft. Pierce, FL.. 34951 m d -2-995 2 9-15 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:13 Page: 1 ID:cB715JNkAK3VmLocBc2D3gyP4Fk.B9M7Sg5n5d% fRRmkxdkUkGZiljzoOcOWL2yu4zgCcy S48 995 a.. 4-St5 1.4. 13 2 is NAILED 12 4.2426 NAILED U4. NAILED 4 W. 10 3 NAILED NAILED 5 14 - 1 jT 4n 061 61 1 15 18 0 17 70 w1 3x4• 1x4a 3x4• 3x4= NAILED NAILED Wii NAILED NAILED NAILED NAIED I 5.3A I 9-5.7 6.Iq.i Scale = 1:41.2 sas 43-t a .1 Plate Offsets (X, Y): [2:0-3-4,0-1-8],[9:0-2-2,0-0-8] Loading (psf) Spacing 2-0.0 Cat DEFL in (loc) /deb Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grp DOL 1.25 TC 0.94 Vert(LL) -0.03 2-8 >999 240 MT20 244/190 TCDL - r 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.29 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 52 lb FT=10% LUMBER Vert: 1-5=-70, 2-6=-20 TOP CHORD 2x4 SP No.2 Concentrated Loads (lb) BOT CHORD 2x4 SP No.2 Vert: 13=205, 14=81, 16=-13, 17=-36 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3-2-6-0 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 (lb/size) 2=54310-10-15, (min. 0-1-8), 5=167/ Mechanical, (min. 0-1-8), 7=284/ Mechanical, (min. 0-1-8) Max Horiz 2=246 (LC 4) Max Uplift 2=-383 (LC 4). 5=-128 (LC 4), 7=123 (LC 8) Max Grav 2=649 (LC 31), 5=167 (LC 1), 7=307 (LC 31) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=7491258. 3.13=-668/250, 3-18=626/259. 4-18=-616/248 BOTCHORD 2-15=-334/595,15-16=-334/595, 8-16=334/595, 8-17=334/595, 7-17=334/595 WEBS 4-8=0/262,4-7=-650/364 NOTES 1) Wind:ASCE 7-10; Vuit=160mph (3-se6ond gust) Vasd=124mph; TCDL=5.Opsh 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) 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 128lb uplift atjolnt 5, 3831b uplift atjolnt 2 and 123lb uplift atjoint 7. 5) 'NAILED" Indicates 3-10d (0.148•4) or2-12d (0.148°0.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 UniforripLoads (Iblft) \GENgF�����i PE 7}0-511 o .t STA bF f 1 Job Truss Truss Type Oty Ply Renton-Jem-Mission CJ7T Diagonal Hip Girder 1 i Job Reference (optional) Scuthem Truss, Ft. Pierce, FL., 34951 Run:8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MITek Industries, Inc. Thu Jan 30 10:31:13 Page: 1 ID:rO67CShYTPiamP7lgjPOhYyPd7b.B9M7Sg5n5dX_1RRmkxdktlkGbCleeoi?OWL2yu4zgCcy -29-1fi 811-0 94s 9315 611-0 290.5 NAILED NALED NAIL€2 7 NAILED 3x4s 4.2426 7_6 NAILED NAILED 16 a 3x4= 5 1.4. 15 0 bull [I 3 d Mn11 to as 3x4o B1 a�6e a ix41. 3M- _ y , 1] 12 NAILED W Wx W. NAILED id3 NAILED lxdn NAILED L I 4'�'� N. 2"9A 0.11 2d1-13 2-613 D- Scale = 1:42.6 t31 Plate Offsets (X, Y): [2;0-3-10,0-1-8], [4:0-3-0,0-1-6], [4:Edge,0-3-5], [5:0-6-14,0-2-3] , Loading (psi Spacing 2-0-0 CSI DEFL in (loc) I/de0 Ud PLATES GRIP TCLL (roof) P 20.0 Plate Grip DOL L25 TC 0.78 Vert(LL) -0.15 5-11 >745 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.26 5-11 >423 180 BCLL 0.0 Rep Stress lncr NO WB 0.20 Horz(CT) 0.10 9 n/a We BCDL 10.0 Code FBC2017lTPI2014 Matrix-S Weight: 53 lb FT=10% LUMBER Vert: 10=-74, 6=-14, 15=205 TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.2-2-11-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purllns. BOTCHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS (lb/size) 4=52610-10-15, (min. 0-1-8), 7=46/ Mechanical, (min. 0-1-8), 9=3791 Mechanical, (min. 0-1-8) Max Horiz 4=223 (LC 4) Max Uplift 4=-263 (LC 4). 7=81 (LC 20). J, 9=168 (LC 4) Max Grav 4=680 (LC 31), 7=59 (LC 17), 9=416 (LC 31) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4.15=-277/30, 5-16=.852/257, 6-16=-810/266 BOTCHORD 5-11=-3431781, 10-11=.343/781, 9-10=-343/781 WEBS 6.10=.65/313, 6-9=-890/390 NOTES 1) Wind:ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsh h=16ft; Cat. 11; 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 nonconcurrenl with any other live loads. 3) Refer to girder(s) for truss to truss connections. \\\ Q'-� �GEN$ �`• I� /�j 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 7, 263lb uplift atjoint 4 and 1681b uplift at joint 9. zz) PE 71 11 5) "NAILED" indicates 3.10d (0.148"x3") or 2-12d f _ 01 i (0.148"x3.25") toe -nails per NDS guldlines. _ t/ LOAD CASE(S) Standard % -O 11 STA F / 1) Dead +Roof Live (balanced): Lumber Increase=1.25, \ 77 7 Plate Increase=1.25 Uniform Loads (lb/ft) \fddrebj'4-12=20, 6-11=-20NConcnr6eop/S/OfA. Job Truss Truss Type Oty Ply Renton-Jem-Mission D1 Common 5 1 Job Reference (optional) Soutnem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Indusbies, Inc Thu Jan 3010:31:14 page:1 ID:OEQ5ioBSSZ3Ur4m68EhHgyPZmd-B9M7Sg5n5d)(_fRRmkxdkUkGgBieoolsOW 2yu4z4Ccy- — 13-2L 17-11n2 24-0A 2659 2.49 6-0-0 S9-t2 5.8-02 6-0-0 0-1.9 1 'E 4.4- 4 8-3-8 16-0.0 244.0 Scale - 1:50.4 s-Ts 11 8.3A Plate Offsets (X, Y): (11:0-2-2,0-0-8], (13:0-2-2,0-0-8] Loading (psf) Spacing 2.0-0 CSI DEFL In (too) /deb Ud PLATES GRIP TOLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.12 2-10 >999 240 MT20 2441190 TCDL ' 15.0 Lumber DOL 1.25 BC 0.72 11 Vert(CT) -0.25 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.21 HOrz(CT) 0.05 6 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 120 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc pudlns. BOT CHORD Rigid calling directly applied or 9-1-5 oc bracing. REACTIONS (lb/size) 2=1233/0-8-0, (min. 0-1-8), 6=1233/0-8-0,(min. 0-1-8) Max Horiz 2=-142 (LC 6) Max Uplift 2=-360 (LC 8), 6=-360 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1781/464, 34=1554/464, 4-5=-1554/464, M- 1781/464 BOT CHORD 2-10=411/1489, 9-10=-150/1007. 8.9=-150/1007, 6-8=-281/1489 WEBS 4-8=196/561, 5-8=-367/293, 4.10=-196/561, 3-10=-367/293 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3601b uplift at Joint 2 and 360 lb uplift at Joint 6. LOAD CASE(S) Standard GEINS /�� / PE 7V051 \t1 t �'' o STA��Gqp F f NlV� � /'////If 111,10 �3 Job Truss Truss Type Qty Ply Renton-Jem-Mission D3 Common Girder 1 3 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 6.310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:14 Page: 1 - - ID:941GGyHnhN?LIPV00523oyP20Y-f wVgOSpsxfgGb7yHf&GxpffOzKXK5A19oWRXzgCa .2.1.9 Get 182-0 t7 2 2dd-0 2659 2.1-9 1.Sr42 11.4 6a4 2-t-9 44. 5 Specal Special HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 6-6-0 12-2-9 t)-312 24i-0 Scal, 1:50.4 a64 Sr-12 5-r-02 884 Plate Offsets (X, Y): [16:0-2-2,0-0-8] [3:0-2-0,0-1-8], [4:0-1-9,0-1-8], [6:0-1-9,0-1-8], [8:0-2-14,0-2-5], (10:0-3-12,0-1-0), [11:0-0-0,0-4-12], [13:0-4-12.0-1-8], [14:0-2.2,0-0-13], Loading (psi) Spacing 2-0-0 CSI DEL in floc) Vicefl L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.22 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.41 10-11 >700 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 1 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S 'Weight: 438 lb FT=10% LUMBER TOP CHORD 2x4 SP N0.2 *Except* T3,T7:2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-7 out pudins. BOT CHORD_ Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1234010-8-0, (min. 0-3-7), 8=7937/0-8-0, (min. 0-2-3) Max Horiz 2=-142 (LC 6) Max Uplift 2=3389 (LC 8), 8=-2506 (LC 9) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-20044/5454, 34=.13163/3858, 4,5=13152/3883, 5-6=-13135/3880, 5-7=-13153/3855, 7-8>16503/5181 BOTCHORD 2-18=4846/17752, 18-19=4846/17752, 19-20=4846/17752,13-20=-4846/17752, 13-21=4846/17752,21-22=-4846/17752, 12-22=4846/17752, 12-23=4846/17752, 11-23=4846/17752, 11-24=4457/14540, 24-25=-4457/14540, 25-26=-4457/14540, 10-26=4457/14540, 8-10=-4457/14540 WEBS 5-11=-3286/11289, 7-11=-3296/1492, 7-10=-116912978, 3-11=-6991/1788, 3-13=1402/6327 NOTES 1) 3-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 04-0 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 (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 othenwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3389 Its uplift at joint 2 and 2506lb uplift at joint 8. 8) Use USP HUS26 (With 14-16d nails into Girder 8 6-16d nails into Truss) or equivalent spaced at 2-0.0 oc max. starling at 5-34 from the left end to 17-3-4 to connect truss(es)Ad (1 ply 2x4 SP), A5 (1 ply 2x4 SP), A6 (1 ply 2x4 SP), A7 (1 ply 2x4 SP), Al (1 ply 2x4 SP), At 8 (1 ply 2x4 SP), At 9 (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1986 Its down and 539 In up at 1-3.4, and 1986 lb down and 5221Is up at 3-34 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 (lb/ft) Vert: 1-5=-70, 5-9=-70, 2-8=-20 Concentrated Loads (to) Vert:18=-1986,19=-19B6, 20=-1986, 21=-1986, 22=.1986, 23=.1986, 24=1986, 25=-1986, 26=1920 PE 7k051 o t\ STA��q- F f S810 �IIG\\\�x ro. "4 Job Truss Truss Type Oty Ply Renton-Jem-Mission D4 Hip 1 1 Job Reference (optional) 50tnhem I N59, FL Plerae, FL., 34961 Run: 6.31 5 Aug 13 Zulu Pcnc 6.3105 Aug 13 2019 MfTex IndusaleS, Inc. Thu Jan JO 10:31:14 Page: 1 ID:PAOg?SVuEYFEMDZgIdThj3JyPZjd-iL VgO50sxfgGb?yHf8zOxpmKCLIXUFAI?oWRxzgCcx - — 11-0-0 i 12.2-0 1340 t7-10.1a 244-0 2659 2-0.9 6.4.4 47-12 1." 1-2-0 4A-15 e'1 2.1.9 3x4• 5x4- 31e 4 5 e jE 9 &341 1a44S 24.E-0 Scale = 1:48.7 a-3A 7A0 8.3-8 Plate Offsets (X, Y): [4:0-2-0,0-2-8],15:0-2-0,0.3-0], [6:0-2-0,0-2-8], [13:0-2-2,0-0-8], [15:0-2-2,0-0-81 Loading (psf) Spacing 2-0-0 CSI DEFL . in floc) Udell Ud PLATES GRIP TCLL (root) - 7 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) -0.13 2-12 >999 240 MT20 2441190 TCDL - L 15.0 Lumber DOL 1.261 BC 0.72 1 Vert(CT) -0.28 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 I Matrix-S 1 Weight: 119 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS (Ib/size) 2=1233/0-8-0, (min. 0-1-8), 8=123310-8-0,(min. 0-1-8) Max Horiz 2=-131 (LC 6) Max Uplift 2=-352 (LC 8). 8=-352 (LC 9) FORCES (lb)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1763/437, 3-4=1541/435, 4-5=-1307/429, 5-6=1307/430, 6-7=-1541/436, 7-8=1762/436 BOT CHORD 2.12=374/1467,11-12=133/1015, 10-11=-133/1015, 8-10=-253/1466 WEBS 5-12=-174/525, 3-12=-313/264, 5-10=-174/526, 7-10=-313/264 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 pending. 4) All plates are 3x4 MT20 unless otherwlse Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwncument with any other live loads. 6) Provide mechanical connktion (by others) of truss to bearing plate capable of withstanding 3521b uplift at joint 2 and 352 lb uplift at joint 8. LOAD CASE(S) Standard \GEN&� PE 7�051 STA F i Job Truss Truss Type Oty Ply Renton -Jam -Mission D5 Hip 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 a ZE Run:8.31 S Aug 132019 Print:8.310 S Aug 132019 MITek Industries, Inc. Thu Jan 3010:31:14 Page:1 - ID:gSKxTXZ4VbLW)kWyGLetyPZiP-fLW§05Dsx(gG5TyHt8zOximZQy7XV1AItoWRXzgCu 64-12 9-e-q 154-0 17-114 244A NN 2Ei9 2-0.9 bAl2 2dA 64-0 774 6+12 ass= ass. 4 5 9.142 15-24 P26411 M-12 6Ld 9-1-12 Scale = 1:48.7 Plate Offsets (X, Y): [4:0-3-0,0-2-4], [5:0-3-0,0-2-4], [12:0-2-2,0-0-8], [74:0-2-2,0-0.8] Loading (psf) Spacing 24-0 CS' DEFL in floc) VdeB Ud PLATES GRIP TCLL (moo - T 20.0 Plate Grip DOL 1.25 TC 0.74 Wit(ILL) 2-11 >999 240 MT20 2441190 TCDL t 15.0 LumberDOL 1.25 BC 0.85 Vert(CT) -0.45 2-11 >635 180 I BCLL 0.0 Rep Stress Incr YES WB 0.15 HOR(OT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatrixS Weight: 1131b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-13 0o purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1233/0-8-0, (min. 0-1-8), 7=123310-8.0,(min. 0-1-8) Max Horiz 2=-111 (LC 6) Max Uplift 2=-334 (LC 8), 7=-334 (LC 9) FORCES (Ib)-Mu. CompJMax. Ten. -All forces 250 Ilia) or less except when shown. TOP CHORD 2-3=-1739/390, 3-4=1482/339, 4-5=-1292/314,5-6=1482/339, 6-7=-1739/390 BOTCHORD 2.11=-313/1446, 10-11=161A292, 9-10=161/1292, 7-9=211/1446 WEBS 3-11=293/251, 4-11=-85/399, 5-9=85/399, 6-9=-293/251 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=S.Opsf; h=16ft; Cat I% Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0psf bottom chord live load nonconcunent with any other live loads. 5) Provide mechanical wnnecuon (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 2 and 334 lb uplift at joint 7. LOAD CASE(S) Standard \\\\\`\PN NI B( l_I��iXPP 7pnc;-i -G \ STA bF ORIO�: ` 10NAL 4 3� Job Truss Truss Type Oty Ply Renton-Jem-Mission D6 Roof Special 1 1 Job Reference (optional) Soutnem IrusS, rt. P,erM, 'I 349bl Run: 8.31 S Aug 132019 Pnnt: 8.310 SAug 132019 MITek Industries, Inc. Thu Jan 3D 10:31:14 Peg.: 1 ID:3wU2dsVONFlgfahYXd8PF6yPZh2-fLwVgDSCsxigGb?yHfBZOzpmBC=XP6N?oWRXZgCcx - 13-114 d-0-9 70 1a.&o i 122-0 i 14 11-0-0 24de 2SS9 2-DB 7-0-0 3-34 1.114 Bq. p 3-3 D 2-0.9 1.94 31- s Scale = 1:48.7 Plate Offsets (X, Y):[3:0-2-4,0-2-4],[4:0-3-0,0-2-4],[5:0-2-0,Edge],[6;0-3-0,0-2-4],[7:0-2.4,0-2-4],[13:0-2-2,0-0-8],[15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) VdeO Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.22 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.251 BC 0.92 Vert(CT) -0.47 10-12 >602 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.06 8 n/e We BCDL 10.0 Code FBC2017lTPI2014 Mat rixS Weight: 117 lb FT=10 Jo LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 2=1233/0-8.0, (min. 0-1-8), 8=123310-8-0, (min. 0-1-8) Max Horiz 2=-110 (LC 6) Max Uplift 2=-367 (LC 8), 8=-367 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1762/407, 3-4=1468/428, 6-7=-1468/428, 7-8=-1762/407 BOT CHORD 2-12=315/1452, 11-12=-338/1653, 10-11=-338/1653, 8-10=-214/1452 WEBS 3-12=-65/466, 7-10=-65/466, 4-12=-330/190, 6-10=.330/190, 4-6=-1480/408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) 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 \�N\ bearing plate capable of withstanding 3671b uplift at joint 2 and 3671b uplift at joint S. r LOAD CASE(S) Standard I PE 7 051 l / IT �i0�` 40RID i/ - \ i ss/ONA 11\\G \\\ 3T Job Truss Truss Type Oty Ply Renton-Jem-Mission D7 Roof Special Girder 1 1 ,lob Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run:8.31 S Aug 132019 Print:8,310 s Aug 132019 MITek Industries, Inc. Thu Jan 3010:31:14 Page:1 ID:MNbg11XSbSx04Wpy9VHDRyPZSo-iLWVg05OsxrgGb7yHfezOxprA03OXM0A17oWRXZgCcx I -2.1.9 1 5mo ? S3-0 12.2-0 's- 2 134a 24-0A 2659 1 I 2-0.9 I I 3.3-0 5.11-0 3.11.9 3bc 5-0-0 2-1.9 4x4- 5 specbl JUS24 JUS24 spade? 51-12 61d 12,2-0 162.12 19-2d 24-0-a I 51-12 I 2-11d 64112 4-0.12 bit -a W2 � Scale = 1:48.7 Plate Offsets (X, Y):[3:0-5-4,0-2-0],[7:0-5-4,0-2-0],[16:0-2-2,0-0-8],[18:0-2-2,0-0-8] Loading (pat) Spacing 2-0-0 Cat DEFL in (loc) Well Ud PLATES GRIP TCLL (root) - i 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.17 12 ,999 240 MT20 244/190 TCDL 7 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.30 12 >940 180 BCLL 0.0 Rep Stress Incr NO WE 0.73 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 133 lb FT=10% LUMBER 6) Use USP JUS24 (With 4-10d nails Into Girder 8 2-10d , TOP CHORD 2x4 SP No.2 nails into Truss) or equivalent spaced at 9.11-8 oc max. BOT CHORD 2x4 SP M 31 starting at 7.2.4 from the left end to 17-1-12 to connect WEBS 2x4 SP No.3 truss(es) J7G (1 ply 2x4 SP) to front face of bottom OTHERS 2x4 SP No.3 chord. BRACING 7) Fill all nail holes where hanger Is In contact with lumber. TOP CHORD Structural wood sheathing directly applied or 8) "NAILED" Indicates 3-10d (0.148"x3') or 3-12d 2-10-5 oc pudins. (0.148k3.25") toe -nails per NDS guidlines. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc 9) Hanger(s) or other, connection device(s) shall be bracing. provided sufficient to support concentrated load(s)188 lb down and 252 lb up at 5-0-0, and 188 lb down and 252 REACTIONS (lb/size) 2=1809/0-8-0, (min. 0-1-8), lb up at 19-4-0 on top chord, and 166lb down and 34 lb 8=1809/0-8-0. (min. 0-1-8) up at 5.0-0, and 166 lb down and 3416 up at 19-34 on Max Hodz 2=110 (LC 24) bottom chord. The design/selection of such connection Max Uplift 2=-662 (LC 8), 8=-662 (LC 9) device(s) is the responsibility of others. FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 10) In the LOAD CASE(S) section, loads applied to the face (lb) or less except when shown. of the miss are noted as front (F) or back (B): TOP CHORD 2-3=-3026/1073, 3-20=.3531/1258, LOAD CASE(S) Standard 4-20=-3531/1258, 4-5=-2482/871, 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, 5.6=2482/871, 6-21=3531/1259, Plate Increase=1.25 7-21=-3531/1259, 7-8=-302611073 Uniform Loads (lb/ft) BOT CHORD 2.15=-923/2577, 15-22=.92212592, Vert: 1.3-70, 33=70, 4-5=70, 5-6=70, 6-7=-70, 14-22=-922/2592, 13-14=-1204/3557, 7.9=-70,2-8=-20 12-13=-1204/3557, 11-12=-112713557, Concentrated Loads (lb) 11-23=-944/2592, 10-23=.844/2592, Vert: 3=.92 (F), 7=.92 (F), 15=-79 (F), 10=-79 (F), 8-10=-844/2577 20=47 (F), 21=47 (F), 22=358 (F), 23=-358 (F) WEBS 3-15=01396, 3-14=351/1215, 4-14=-045/194, 4-12=-1651/670, 5-12=.634/1863, NOTES 6-12=-16511670, 6-11=-445/194, 7-11=-351/1215, 7-10=0/396 1) Unbalanced roof live loads have been considered for this design. \\ 2) Wind: ASCE 7-10; Vult=160mpC'Eh (3-second gust) �� j �.�NSF Vasd=124mph; TCDL=S.Gpsh BCDL=S.Opsf; h=16ft; Cat. II; Exp C; End., G plate grip MWFRS (envelope); PE 7 O55 •I Lumbar s has been plate gne fora 10.0 I --�ry�` 3) Provide adequate drainage to prevent water porting. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. -0 t ST1A7,�7r F / 5) Provide mechanical connection (by others) oftruss to �� I •-l% �Uj bearing plate capable of withstanding 662lb uplift at joint 2 and 662lb uplift at joint 8. �g I Job Truss Truss Type Ory Ply Renton-Jem-Mission IDS Common 1 1 Job Reference (optional) soumem I was, r1. Pierce, -L., J4ae1 Run: 8.31 5 Aug 13 2919 Print: 8.3105 Aug 132019 MiTex IndasVies, Inc. Thu Jan 30 10:31:15 Page: 1 ID:mbegggY0vGaE8839xl2u8yPZU4-BXUItM62dEnhula8rMfCZ9LxlgNgGJJZIx3zzzgCcw 411a P10-0 btt-0 C-11A d 7 4 6 12 6 1— 4x4• 2 4 6 30• 1.4. 3x4= Scale=1:41.1 an-0 4-11-q P10.p 44t-D Plate Offsets (X, Y): [4:Edge,0-1-Bj Loading (psf) Spacing 2-0-0 CSI in (too) Udefl Ud PLATES GRIP TCLL (root) T 20.0 Plate Gdp DOL 1.25 TC -0.10 5 >999 240 MT20 244/190 TCDL r 15.0 Lumber DOL 1.25 BC T0.82Vejrtt(LLL) T) -0.24 5 >470 180 BCLL 0.0 Rep Stress Incr YES WB T) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP[2014 Matrix-R Weight: 43 lb FT=10% 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-" oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=429/ Mechanical, (min. 0-1-8), 6=429/ Mechanical, (min. 0-1-8) Max Hodz 6=48 (LC 5) Max Uplift 4=-106 (LC 9). 6=-106 (LC 8) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=.302/109, 2-3=-302/109, 3-4=-305/124, 1-6=-305/124 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) 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 106 to uplift at joint 6 and 106 lb uplift at joint 4. LOAD CASE(S) Standard y (! PE 76051 �S ; t / i x` ��G ORID •G`�� II Job Truss Truss Type Oty Ply Renton-Jem-Mission D9 Common 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., U951 Run: 8.31 S Aug 132019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:15 Pege:1 '- - ID:XkaL4zbGCF NFIBY1WoIZJPzgDSH-BXU M62dEnhuia9rMfCZ9LzIgOSG_JztX3zuq"COY -2:.0 41fD &10.0 11.10-0 2411-0 411-0 2-00 12 6 r 4M, 3 5 7 3K4n U4e W. Scale=1:4L1 411-0 an-0 10.0 7 u-0 Plate Offsets (X, Y):[6:0-1-8,0-0-12],[8:0-1-B4O-14],[9:0-2-2.0-0-8],112:0-2-2,0-0-81 Loading (pat) Spacing 2-0-0 CSI DEFL in (too) I/dell L/d PLATES GRIP TCLL (root) - i 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 7 >999 240 MT20 2441190 TCDL - ' 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.20 7 >581 180 BOLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-R - Weight: 5516 FT=10% 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 or 10-0-0 oc bracing. REACTIONS (lb/size) 6=584/ Mechanical, (min: 0-1-8), 8=584/ Mechanical, (min. 0-1-8) Max Hodz 8=70 (LC 6) Max Uplift 6=173 (LC 9). 8=-173 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/118, 3-4=279/118, 4-6=-476/201, 2-8=-476/201 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.Gpsf; BCDL=5.0psf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) 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 connectlons. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173lb uplift at Joint 8 and 173 lb uplift at joint 6. LOAD CASE(S) Standard f / PE 7 051 I I STA F i 14ORID,: NAi'�N� P Job Truss Truss Type Oty Ply Renton-Jem-Mission D10 Common Structural Gable 1 1 Job Reference (optional) souRlem Irusa, rL riere9. M., a4VtI Run: 8.315 Aug 132919 Pnnt 8,3105 Aug 132019 MITek Industries. Inc. Thu Jan 3010:31:15 Page:1 ID:iOoMXM8Vc4f7B3UMfic6evzgD4e-8XUdM82dEnhule8rMIC29L2ogTr G 4JzDl3mgCcw - 2.o-0 4-11-0 444= 12 a r 4 9-1D.0 , 11-1e-0 tad 441-0 246d Scale =1:37.4 23d 2d-12 2dA2 2E Plate Offsets (X. Y): [13:0-2-2,0-0-8], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (Ioc) Wefl L/d PLATES GRIP TCLL (roof) ' 3 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(LL) 0.00 10 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 51 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 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 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Al bearings 2.8-0. except 12=0-3-8, 8=0J-8 (Ib) - Max Hodz 2=70 (LC 6) Max Uplift All uplift 100 (Ib) or less at joint(s) 8, 12 except 2=-127 (LC 8). 6=-131 (LC 9) Max Grav All reactions 250 (lb) or less at joint (a) 8,12 except 2=403 (LC 1). 6=403 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-279/50, 34=253/88, 4-5=253/83, 5-6=-279144 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.Opsh 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 perANSVTPI 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 nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 12, 8 except (]t=lb) 2=126. 6=130. LOAD CASE(S) Standard N \�X�Q"� PE M51 n iS -0 1 STAq IF f � eo GOR[D,%� &IO N�A L Job Truss Truss Type Oty Ply Renton-Jem-Mission E7 Common Z 1 Job Reference (optional) Somnem Truss, Fi. Pierce, FL., M951 _ Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 132019 MiTek Indusnes, Inc. Thu Jan 3010:31:15 Page: t —' - IDyOKplxV3kdwc5LONnUKf9ByPZL6-BXUdM82dEnhulaBrM/C29L_7gK4GrZJZIX3mgCcw -2-0.9 2-0-0 6A-0 S3-0 11-0-0 13-59 2A-9 2-0-q 3d-3 3-t-0 34-0 2.1-0 12 NOP2XS7 4.4- 4 1 1.9a 21'al 6A-0 I 9.3-a 1f4 -0 I Scale =1:39 1.9-0 t-&0 Plate Offsets (X. Y): [11:0-2-2,0-0-8], [13:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) Udefl Ud PLATES GRIP TCLL (roof) 1 20.0 i Plate Grip DOL 1.26 TC 0.62 Vert(LL) 0.05 9-10 ,999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 VertfCT) -0.11 9 >817 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 8 n1a n/a BCDL 10.0 Code FBC2017/IPI2014 Matrix-S Weight: 55 lb FT=10% 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 8=655/0-8-0, (min. 0-1 -8), 10=65510-8-0,(min. 0-1-8) Max Horiz 10=77 (LC 6) Max Uplift 8=-228 (LC 9). 1 O=228 (LC 8) Max Grev 8=667 (LC 18), 10=667 (LC 17) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-10=378/205, 5-8=378/206 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); porch 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 nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228lb uplift at joint 10 and 2281b uplift at Jolnt 8. LOAD CASE(S) Standard iPN� M NB Fz�L-��i f ! PF7rnsi o �` STA bF i 11 Job Truss Truss Type Dry Ply Renton-Jem-Mission E2 Common 2 1 Job Reference (optional) Sou@em Truss, ft. Pierce, FL., M951 Run: 0.31 S Aug 13 2019 Print: 8,310 S Aug 13 2019 MITek Industries, Inc. Thu Jan 30 10:31:15 Page:1 —1 — ID:rOB071knylflvQMt MSY7zgCwn-BXLIUM62dEnhula8rMtCZ9LyugGOGZOJzfX3=gCcw — -2d-9 2-0-0 �Sd-0 ttd-0 13 S-9 M. �KCIIJ 12 I 1.9-0 2'�'al 541-0 I 11d-0 I scale = 1:39 1-9-0 N-0 5t-0 Plate Offsets (X, Y):[9:0-2-2,0-0-8],[11:0-2-2,0-0-8] . Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) Well Ud PLATES GRIP TCLL (root) 7 20.0 Plate Gdp DOL 1.25 TC 0.77 Vert(LL) 0.13 5-7 >850 240 MT20 244/190 TCDL - 1 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.16 5-7 >669 180 BOLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-S Weight: 53 lb FT=10% 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 pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 5=51910-8.0, (min. 0-1-8), 8=783/0-8-0, (min. 0-1-8) Max Hodz 8=-77 (LC 6) Max Uplift 5=-226 (LC 5), 8=-254 (LC 5) Max Grav 5=529 (LC 18), 8=783 (LC 1) .. FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-265/131 WEBS 3-8=-427/209 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; End., GCpl=0.18; MWFRS (envelope); porch 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 nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 5end254lbupliftal)ohd8. \\ Q—�� \CENS���� LOAD CASES) Standard PE 7051 \t1 l f i 0 STA F �i,T Lo Job Truss Truss Type Oty Ply Renton-Jem-Mission E3 Common Supported Gable 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Scale=1:37.9 Run:8.31 S Aug 132019 Pdnt:8.310 S Aug 132019 MiTek Industries. Inc. Thu Jan 30 10:310 5 Page:I ID:cgCgNllT3PpUPGKgsgJ030zqCw0-8XUffM62dEnhulaB"fC29L2ogTCG vJzM3=gCcw -2-ee i" 114-0 134E 2-0U IN i80 2AA 44. 11+ Plate Offsets (X, Y):[11:0-2-2,0-0-8),[13:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFLLL) In (loc) I/deg Ud PLATES GRIP TCLL(rool)! 20.0 Plate Grip DOL 1.25 TC 0.33 Van(/a n - n/a 999 MT20 244/19D TCDL 1 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) nla - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 MaVix-S Weight: 57 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS All bearings 114-0. (Ib)- Max Horiz 2=-77 (LC 6) Max Uplift All uplift 100 (Ib) or less at joint(s) except 2=-122 (LC 8), 6=-136 (LC 9). 8=-116 (LC 9), 10=-116 (LC 8) Max Grav All reactions 250 (lb) or less at joint (a) 9 except 2=337 (LC 1), 6=337 (LC 1), 8=261 (LC 18). 10=261 (LC 17) FORCES (lb)- Max. CompJMax. Ton. - All forces 250 (lb) or less except when shown. NOTES i) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp 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 requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 2, 135 lb uplift at joint 6, 1161b uplift at joint 10 and 115 lb uplift at joint 8. LOAD CASE(S) Standard \ PE M51 �N �S r -0 1k STAT F f � I I I�NG \\\\ I �A� Job Truss Truss Type City Ply Renton-Jem-Mission Jt Jack -Open 14- 1 Job Reference (optional) Soutbem Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:15 Page:1 — ' - ID:OGNbr6dmn lKp2YnSgZbyPdGi-8XUHM62dEnhulaBWICZ9L25gU0G dJzfX3=gCcw. — -2-t-9 1-0e 2- .a 0.0 12 I NOP2x STP 3 2 ci WI �m ba Style = 1:29.6 �--{ Plate Offsets (X, Y): 12:0-1-4,Edge],[5:0-2-2,0-0-81 Loading (psf) TCLL (roof)1 20.0 TCDL * 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 C51 TC 0.35 BC 0.01 WB 0.00 Matrix-P DEFL in floc)/deg L/d Vert(LL) 0.00 2 >999 240 Vert(CT) 0.00 2 >999 180 Horz(CT) 0.00 3 We n/a PLATES GRIP MT20 244/190 Weight: 9lb FT=10% 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 1-0-0 oc pur ns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=363/0-8-0, (min. 0-1-8), 3=-140/ Mechanical, (min. 0-1-8), 4=91 Mechanical, (min. 0-1-8) Max Hodz 2=66 (LC 8) Max Uplift 2=-164 (LC e), 3=-140 (LC 1) Max Grev 2=363 (LC 1), 3=90 (LC 4). 4=18 (LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. 11; 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 140 lb uplift at joint and 164 lb uplift at joint 2. CASE(S) Standard LOAD \GEN8, NN A ,= PE jt" oDD\11 / �- r v ji� STA�q F NA111 ��\\ 45 Job Truss Truss Type Qty Ply Renton-Jem-Mission J2 Jack -Open 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MITek Industries, Inc. Thu Jan 3010:31:15 Page: 1 IDAT3074ZX11mhGgKdGkmcoyPaMs-6XUUM62dEnhulaBddfCZ9L19gUbG_WJ 3z=gCcw -2-L9 1-9-0 12 6 r 3 2 T two B1 = 4 wl .4. Scale=1:30.9 so Plate Offsets (X, Y): [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CBI DEFL in (too) Well Ud PLATES GRIP TCLL (root) - { 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a - n1a 999 MT20 2441190 TCDL - { 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) me - We 999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017lpP12014 Matrix-P I Weight: 12lb FT=10% 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 1-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=284/ Mechanical, (min. 0-1-8), 4=17/ Mechanical, (min. 0-1-8) Max Horiz 3=591 (LC 1), 4=-591 (LC 1) Max Uplift 3=-122 (LC 8) Max Grav 3=2a4 (LC 1), 4=35 (LC 3) FORCES (lb)- Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-274/650 BOTCHORD 2-4=-5911321 NOTES 11 Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=1611; Cal. 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 nonooncurrent 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 1221b uplift at]oint 3. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Renton-Jem-Mission J2A Jack -Open 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Pant: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:15 Page: 1 IDAT3074ZXjmhGgKdGkmaoyPeMs.SXUW62dEnhulaOrMfCZ9L6TgU3G_dJztX3=gCcw 1s ou I I 12 2 ca M9 T, aT 1 0 3 L4= Le-0 Scale = 1:27.4 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TOLL (roof). 20.0 Plate Grip DOL L25 TO 0.09 Ve t(LL) nla - n/a 999 MT20 2441190 TCDL 15.0 LumberDOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BOLL - i 0.0 Rep Stress Incr YES 1 B 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 6lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=139/ Mechanical, (min. 3=17/ Mechanical, (min. 0-1-8) Max Horiz 2=150 (LC 1), 3=-150 (LC 1) Max Uplift 2=-61 (LC 8) Max Grav 2=139 (LC 1), 3=35 (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=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 61 lb uplift at joint 2. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard � PE 7059 `11 I i STATq F rr� Job Truss Truss Type Oty Ply Renton-Jem-Mission J3 Jack -Open 12 1 Job Reference (optional) boumem nuns. rL Pie=, I-L., b Vbl Run: 8.31 S Aug 13 2019 Pnnt 8.310 S Aug 132019 MRek IndusNes, Ina Thu Jan 3010:31:16 Page:1 ID:Im5h6frhglc8GpZCEYdxsyPdGv BXUttM62dEnbulaBWfCZ9L1ygMG_dJzfX3=gCcw 2-0 3U 2-0 ".0 12 6 F_ I 3 i Scale=1:33.1 340 Plate Offsets (X, Y): [2:0-4-8,Edge], [5:0.2-2,0.0-8) Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) Well Ltd PLATES GRIP TCLL (root) - f 20.0 Plate Grip DOL 1.25 TC 0.44 Vert LL) -0.07 4 >428 240 MT20 - 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 4 >288 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix-P Weight: 16 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=36210-8-0. (min. 0-1-8), 3=41/ Mechanical, (min. 0.1-8) Max Horiz 2=115 (LC 8) Max Uplift 2=-129 (LC 8), 3=-20 (LC B) Max Grav 2=352 (LC 1). 3=61 (LC 3) FORCES (lb)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 11 Wind: ASCE 7-10; VuIt=1 60mph (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 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 toads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at Joint 3 and 129 lb uplift at joint 2. LOAD CASE(S) Standard IV /// X PE 7_051 ' � I v � -0 t1 STAT F iP y` r•Zd ; <U ���`FORI������� Job Truss Truss Type Oty Ply Renton-Jem-Mission J3A Jack -Open 2 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 S Aug 13 2019 MITek Industnes, Inc. Thu Jan 3010:31:16 Page: 1 ID:g6a9ly103RmTuaYgzpMNpyPdGO-c12F5h7gOYvYWv9KP4BR6MUGcEpW7RfrCJHcVPz Cw 3qd t2 6 r 2 NOMSM In a , a e, ., 3 20- 3a� Style=1:29.6 Plate Offsets (X. Y): [1:0-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (Ioc) Vdell Ud PLATES GRIP TCLL (roof) T 20.0 Plate Gdp DOL 1.25 TC 0.13 (L0 VeriL) 0.0 1.3 >999 240 MT20 2441190 TCDL r 15.0 Lumber DOL 1.25 BC 0.08 Vad(CT) -0.01 1-3 >999 180 I BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) n/a - n/a n/a BCDL 10.0 Code FBC201717PI2014 Matrix-P Weight: 10 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2X4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=117/0-8-0, (min. 0-1-8), 2=911 Mechanical, (min. 0-1-8), 3=26/ Mechanical, (min. 0-1-8) Max Hodz 1=75 (LC 8) Max Uplift 1=-17 (LC 8). 2=-74 (LC 8) Max Grav 1=117 (LC 1). 2=91 (LC 1).3=52 (LC 3) FORCES (lb)- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult--160mph(3-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 psi bottom chard 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 1711) uplift atjoint 1 and 7416 uplift aljoinl 2. LOAD CASES) Standard PE 3051 n \ v STA F j ii," / - ICZ %NA� NGN���� 1111 V\� Jab Truss Truss Type Oty Ply Renton-Jem-Mission J5 Jack -Open B 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 _ Run: 8.31 S Aug 13 2019 Pnnt 8.310 S Aug 13 2019 MITek Industries, Inc, l no Jan 9u tu:31:tb rage: 1 ID:7ewXovKoOvDiS7D55k02aXyPdH4-cj2F5h7gOYvYWv9KP4BR6MuCiEmh?RITCJHcVPzgCcv -ao-a sou z-ou suu Il Scale = 1:36.7 ix S60 3 Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEL In (loc) "'a' L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.44 Ved(LL) .0.03 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 22 lb FT=10% 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 5-OA oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=41910-8-0, (min. 0-1-8), 3=1171 Mechanical, (min. 0-1-8), 4=461 Mechanical, (min. 0-1-8) Max Horiz 2=165 (LC 8) Max Uplift 2=-129 (LC 8), 3=-104 (LC 8) Max Grav 2=419 (LC 1), 3=117 (LC 1), 4=92 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; 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 104lb uplift at joint 3 and 12916 uplift at joint 2. LOAD CASE(S) Standard �\GEN,SF� PE 7V051 \1I / —Dp i v � -0 �\ STAZI F yl Job Truss Truss Type Oty Ply Renton-Jem-Mission J5A Jack -Open 2 1 Job Reference (optional) southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MITek Indushies, Inc. Thu Jan 3010:31:15 Page: 1 -[D:be3BjhzPAumKh7B46fyEhVyPEGG<j2F5h7gOYvYWv9KP4BR6MuBcEmi7RlTWHcVPz Cm SPO 12 6 2 t� ^� NOP2x STP `7 ry 1 or 01 J 2.4a Scale=1:33.2 i 64D Plate Offsets (X, Y): [1:0-1.4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/deFl Ud PLATES GRIP TCLL (roof) - { 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) .0.03 1-3 >999, 240 MT20 2441190 TCDL - { 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017(fP12014 Matrix-P Weight: 161b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-M oc purilns. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 1=207/0-8-0, (min. 0-1-8), 2=161/ Mechanical, (min. 0-1-8), 3=46/ Mechanical, (min. 0-1-8) Max Horiz 1=125 (LC 8) Max Uplift 1=-35 (LC 8), 2=126 (LC 8) Max Grav 1=207 (LC 1), 2=161 (LC 1). 3=92 (LC 3) FORCES (Its) - Max. Comp./Max. Ten. -AII forces 250 (Its) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=16Omph (3-second gust) Vasd=124mph; TCDL=S.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 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 It, uplift at joint 1 and 1261b uplift at joint 2. LOAD CASE(S) Standard Q-,PN\GENBCw�f PE 7�051 Yt 1 STA F NAL Job Truss Truss Type oty Ply Renton-Jem-Mission J5T Jack -Open 2 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MTek Industries, Inc, Thu Jan 30 10:31:16 Page: 1 ID:U6gi hb5gmMMmFSupoHl2yPd9?-cj2F5h7gOYvYWv9KP4BR6MuCmEmi?RtTCJHcVPzgCcv -20-0 2-164 6aL 2-e-0 2-1P4 2-0d2 12 4 1 Scale =1:37.6 3-0-0 sau 3-0-0 24-e Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-2-0,0-0-8], [8:0-2-2,0-0-8] , Loading (psf) Spacing 2-0-0 CSI DEFL in (too) Udell L/d PLATES GRIP TCLL (roof) { 20.0 Plate Chip DOL 1.25 TC 0.44 Vert(LL) 0.02 7 >999 240 MT20 2441190 TCDL - { 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171{P12914 Matrix-R Weight: 241la FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or - 5-0-0 oc purilns. BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing, REACTIONS (lb/size) 2=419/0-8-0, (min. 0-1-8), 4=98/ Mechanical, (min. 0-1-8), 5=651 Mechanical, (min. 0-1-8) ' Max Hodz 2=165 (LC 8) Max Uplift 2=129 (LC 8), 4=-53 (LC 8). 5=-17 (LC 8) Max Grav 2=419 (LC 1), 4=98 (LC 1). 5=80 (LC 3) FORCES (Ib)-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=5.0psf; 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) echani for buss to buss wheys) o truss 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 631b uplift at]olnt \\ _` NA 8 4, 129 lb uplift at joint 2 and 17 to 1 al uplift joint 5. p \ \P----��/)- LOAD CASE(S) Standard �\GENS N �L 7 PE 7051 1� r _ss I I STA� F �0�� `rb `S1ONAL 59\ P Job Truss Truss Type Qly Ply Renton-Jem-Mission J7 Jack -Open 38 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8,31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:16 Page: 1 ' ID:2gPBNWKkzPmD NN8kolajlyPdlN-cj2F5h7g0YvYWv9KP46R6Mu7DEis7RlTCJHcVPzgCov 3-0-0 1-0-0 2-0-0 740 tv 6 3 a Scale = 1:40.3 7-0-0 Plate Offsets (X, Y): [2:0-1-4,Edge], (5:0-2-2,0-0-8] Loading (pst) I Spacing 2-0-0 CSI DEFL in (too) Well L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.11 2-4 >695 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 2-4 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 28 lb FT 10% 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 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc - bracing. REACTIONS (lb/size) 2=49610-8-0, (min, 0-1-8), 3=201/ Mechanical, (min. 0-1-8), 4=66/ Mechanical,(min. 0-1-8) Max Horiz 2=215 (LC 8) Max Uplift 2=-140 (LC 8), 3=-163 (LC 8) Max Gmv 2=496 (LC 1), 3=201 (LC 1).4=132 (LC 3) FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1)' Wind: ASCE 7-10; Vu11=160mph(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) All plates are MT20 plates unless olhenvise 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 163lb uplift at joint 3 and 140lb uplift atjoint 2. LOAD CASE(S) Standard \����Q-� �\GEN&'- <�l PE 74051 \t1 j -DD j v � 0 STAT F 43 Job Truss Truss Type Oty Ply Renton-Jem-Mission J7G Jack -Open Girder 2 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8,310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:16 Page; 1 ID:7sk4rN3 nTlyulw TJ78CyPZTP<j2F5h7g0YvYWv9KP4BRBMuBgEgn7R1TWHcVPzgCcv -2-1.9 5-0O 2.1.9 50a V 12 spedel JUs24 sea Scale = 1:3fi,7 � Plate Offsets (X, Y): [5:0-2-2,0-0-8] Loading (psf) TCLL (roof) } 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-D Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017IT I2014 CSI TC 0.51 BC 0.70 WB 0.00 Matrix-P DEFL Vert(LL) Vert(CT) Horz(CT) in (too) I/deft Ud 0.11 2-4 >492 240 -0.24 2-4 >227 180 0.00 3 n/a n/a PLATES GRIP MT20 244/190 1 Weight: 221b FT=10% LUMBER Uniform Loads (lb/ft) TOP CHORD 2x4 SP No.2 Vert: 1-3=-70, 24=20 BOT CHORD 2x4 SP M 31 Concentrated Loads (Ib) WEBS 2x4 SP No.3 Vert: 7=-564 (B), 8=-409 (F) BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS (lb/size) 2=1060/0-8-0, (min. 0-1-8), 3=117/ Mechanical, (min. 0-1-8), 4=3781 Mechanical, (min. 0.1-B) ' Max Hodz 2=165 (LC 8) Max Uplift 2=-331 (LC 8), 3=-104 (LC 8). 4=-75 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 ' (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf: BCDL=5.Opsf; h=16ft; Cal II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chard 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 104 lb uplift atjoint ' 3, 331 Ib uplift at joint 2 and 75 lb uplift at joint 4. 5) Use USP JUS24(With 4.1 Od nails into Girder &2.10d nails into Truss) or equivalent at 3-0-12 from the left endto connect truss(es) IDS (1 ply 2x4 SP) to front race of ( - I S4 bottom chord Q—\P•`v�C 6) Fill all nail holes where hanger is in contact with lumber.�- ���\ 7) Hanger(s) or other connebtion device(s)shall be load(s) PE 7 051 provided sufficient to support concentrated 5641b \ down and 193 to up at 1-0-12 on bottom chord. The - ( i design/selection of such connection device(s) is the — t✓ �.. responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face l f _ i \` STA-yr�� F y of the truss are noted as front(F) or back(B). APO �` �CV\ LOAD CASE(S) Standard �1•�7-J�i ��� 'C ��� ORID 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 — •- �- / (C 51�QifA i 1�NG\� Job Truss Truss Type Oty Ply Renton-Jem-Mission J7T Jack -Open 3 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Pnnb 8.310 S Aug 13 2019 MiTek Industees, Inc. Thu Jan 3010:3MIJ Page: 1 ID:eWZsxJgM6vKvCBbu3wR75lyPdBU-cj2F5h7gOYvYWv9KP4BR6Mu6gElt?RaTCJNcVPzgCcv F B n 3-104 1 240 I j )7 9 I . :ao o-1, 4ao Scale = 1:42.8 0-104 Plate Offsets (X, Y): [2:0-1-4,Edge],[8:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEPL in (loc) UdeO Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.22 3 >359 240 MT20 244/190 TCDL ° 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.26 3 >305 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-P Weight: 311b FT=10% 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 purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=507/0-8-0, (min. 0-1-8), 4=218/ Mechanical, (min. 0-1-8), 5=541 Mechanical, (min. 0-1-8) Max Horiz 2=215 (LC 8) Max Uplift 2=-134 (LC 8), 4=-154 (LC 8) Max Grav 2=507 (LC 1), 4=218 (LC 1), 5=107 (LC 3) FORCES Ila)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=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 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 154 lb uplift at joint 4 and 1341b uplift at Joint 2._ LOAD CASE(S) Standard ��GENSF����i / PE7_O51 Y� _ I I 1 _ i,� _..._ �i�ss ONRID�NG�\��� Al- 0 Job Truss Truss Type Cry Ply Renton-Jem-Mission MV2 Valley 3 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 0.310 6 Aug 13 2019 MiTek Industries, Inc. Thu Jan so 10:31:16 Page: 1 ID:be3BjhzPAumKh7B48fyEhVyPdGG-cj2F5h7gOYvYWv9KP4BR6MuliEgl7RtTCJHCVPzgCm 2-0 12 6 2 2.4. 2-0 Scale = 1:26.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/deb Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - Na 999 MT20 244/190 TCDL i 15.0 Lumber DOL 1.25 Be 0.03 Vert(TL) Na - Na 999 BCLL -z 0.0 Rep Stress Incr YES INS0.00 Horiz(TL) We Na Na BCDL 10.0 Cade FBC2017ITP12014 Matrix-P Weight: 5lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ibfsize) 1=62/2-0-0, (min. 0-1-8), 2=48/2-0-0, (min. 0-1-8), 3=14/2.0-0, (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 (to) - 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=S.Opsf; BCDL=S.Opsh 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 none ncurrent with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121b uplift at joint and LOAD CASE(S)u Standardplift at 2. /PN` NE PE 7051 \tl f I t S/ �t\ i Z�- F Ai`�NG 54 Job Truss Truss Type City Ply Renton-Jem-Mission MV4 Valley 2 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 5 Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:16 Page: 1 ID:g6a9tytO3RmTjuaYgzpMNpyPdGO-cj2F5h7gOYVYWv9KP4BR6MUDAEnU7RtTCJHCVPzgCcv 4h0 6 F_ 2 l d a 1 a et 3 2.4, 2x4n 4n-p Scale = 1:30.2 Loading (psf) Spacing 2-0-0 CSI DEFL in to") Well LJd PLATES GRIP TOLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) Ma - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BOLD 1 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) n/a - his n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 141b FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=14614-0-0, (min. 0-1-8), 3=146/4-0-0,(min. 0-1-8) Max Horiz 1=81 (LC 8) Max Uplift 1=-28 (LC 8), 3=-69 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vui1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 28 to uplift at joint 1 and 691b uplift at joint 3. LOAD CASE(S) Standard ANN1I_IB///// PE 7051 Ott I 1 Ir ,t,•. 0 k STAT F 'Q:' NA 1i�NG 4 Job Truss Truss Type Oly Ply Renton-Jem-Mission MV6 Valley 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print:8.310 SAug 132019 MiTek Industlles, Inc. Thu Jan 3010:31:16 Page:1 ID:ag7GIN29a11e2YDHHaAY77yPCDO-G2F5h7gOYvMW KP4BR6Mu39Ehi7RtTCJHCVPzgCcv son Mon 12 2 M-0 Scale=1:33.8 3 a Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/deFl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) nla - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) n/a - Na 999 BCLL '1 0.0 Rep Stress Ina YES WB 0.00 Horiz(TL) 1 n/a - We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 211b FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=236/6-0-0, (min. 0-1-8), 3=236/6-0-0, (min. 0-1-8) Max Horiz 1=131 (LC 8) Max Uplift 1=-46 (LC 8), 3=-111 (LC 8) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.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 46 lb uplift at joint 1 and 111 lb uplift atjoint 3. LOAD CASE(S) Standard �,= ! PE 7 051 `11 I I 0 ` STAT F f� ID,: - - "ENG ��\\ 4 Job Truss Truss Type Oty Ply Renton-Jem-Mission MV8 Valley 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 4 4 Scale =1:37A Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:16 Page: 1 ID:ROpwMDNhOYabLIZOzgenyPcGgcj2F5h7gOYvYWv9KP4BR6MuCNEnK?OnTCJHCVPzgCm ago , a Los 144. L4• e41e 4 4 Loading (Pat) Spacing 2-0-0 CBI DEFL in (loc) Wail Ud PLATES GRIP TCLL(rDeO 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)' n/a - We 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) rda - n/a 999 BCLL i 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL) n/a - ads We BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 31 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=108/8-0-0, (min.0-1-8), 4=135/8-0.0, (min. 0-1.8), 5=408/8-0-0, (min. 0-1-8) Max Hertz 1=181 (LC 8) Max Uplift 4=-64 (LC 8), 5=193 (LC 8) FORCES (lb)- Max. Comp./Max. Ten. -Al forces 250 (lb) or less except when shown. WEBS 2-5=-317/238 NOTES 1) Wind: ASCE.7-1 0; Vult-160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 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 64 to uplift at Joint 4 and 193 Ib uplift at joint 5. LOAD CASE(S) Standard I I v � 0 STA F 14,01 Job Truss Truss Type - Oty Piy Renton-Jem-Mission V1 Valley 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:16 Page: 1 ID:i4AG2BkiuFwDEGLr8DlowbyPb7i-s)2F5h7gOYvYWv9KP4BR6MulAEg57R1TCJHcVPzgCcu i� 12 6 2 1 2x4. 1AL Scale = 1:26 Loading (psf) Spacing 2-0-0 CSI DEFL in ('oc) Well Ud PLATES GRIP ' TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.03 Ven(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Ven(TL) n/a - n/a 999 BCLL f 0.0 Rep Stress Incr YES WB O.OD HOf¢(TL) 1 n/a - n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 4lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=47/1-8-0, (min. 0-1-8), 2=37/1-8-0, (min. 0-1-8), 3=1011-8-0, (min. 0-1-8) Max Horiz 1=26 (LC 8) Max Uplift 1=-9 (LC 8), 2=-28 (LC 8) Max Grav 1=47 (LC 1), 2=37 (LC 1). 3=21 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=124mph; TCDL=5.OpsY 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 par bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9lb uplift at joint i and 28 lb uplift LOAD CASE(S)Standard I t STA�q F "2:. ` 40RID "ION I111�NG \\\\ Job Truss Truss Type City Ply Renton-Jem-Mission V3 Valley 1 I Job Reference (optional) Southern cuss, n, rierce, FL., 34aa1 nun: e31 5 Aug 13 ZU19 Print 6.310 5 Aug 132019 MITek Industries, Inc. Thu Jan 3010:31:17 Page: 1 ID:i4AG2BkiuFwDEGLr8DlowbyPb7i4wc 11819s2P72kXznigeaRPKeSeku7ce DAlmgCcu 3-E14 12 2x4,, 6 F 2 1 1 at 3 2.4. 2x4a M-14 Scale=1:29.4 Loading (psf) Spacing 2-0-0 CSI DEFL in ('oc) I/deft Vd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Ven(LL) n/a - n/a 999 MT20 244/190 TCDL - 15.0 Lumber DOL 1.25 1 BC 0.15 VerhTL) n/a - n/a 999 BCLL - i� 0.0 Rep Stress Incr YES 1 B 0.00 Horiz(TL) We - n/a n/a BCDL 10.0 Code FBC2017/TP12014 I MaVix-P Weight: 121b FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purling, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=126/3-6-14, (min. 0-1-8), 3=12613-6-14, (min. 0-1-8) Max Horiz 1=70 (LC 8) Max Uplift 1=-25 (LC 8), 3=-60 (LC 8) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) 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) 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 251la uplift at joint 1 and 60 lb uplift at joint 3. LOAD CASE(S) Standard \M-NB '<1//ice PE 7�051 `11 -0 It STA11 F j �0�. F4ORID ,' S1aNAi�� '! Job Truss Truss Type Oly Ply Renton-Jem-Mission V5 Valley 1 i Job Reference (optional) Southern Tmss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8,310 5Aug 13 2019 MITek Industries, Inc.I nu Jan 3U 1U:41:11 Page: 1 ID:14AG2BkiuFwDEGLr8D1owbyPb71.4wcdll8I9s2P72kXv igeaRHjeezku7cRzOAlagCcu -2-7-13 2-7-13 ]-SA 12 2x4o 6 r— J a4r 2 5 at U 4 W. 2x4u Scale = 1:34 3I—I Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) "a' L/d PLATES GRIP 7CLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.81 Vart(LL) Na - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 BCLL {1 0.0 Rep Stress Incr YES 11 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 1911b FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-8 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS (lb/size) 4=7513-5-8, (min. 0-1-8), 5=383/3-5-8, (min. 0-1-8) Max Horiz 5=128 (LC 8) Max Uplift 4=-62 (LC 8), 5=-106 (LC 8) Max Grav 4=82 (LC 3), 5=383 (LC 1) FORCES (Ib)-Max. CDmp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-337/133 NOTES 1) WInd:ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cal. 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 106 lb uplift at joint 5 and 62 lb uplift at joint 4. LOAD CASE(S) Standard �\�QI \ i PE 7LOs1 `t1 f I 0 �\ STA F z